HomeMy WebLinkAboutTRUSS SPECS - 20-00359 - 1149 Larch Dr - Hudson New SFR (2)III L-I'A
Job
Trusts
1 mea 1 ype
y
O8M2 Pine Book Estates
202558
A01
Plggybaek Base
7
1
Job Reference (optional
Imokame Components, LLC, Nampa, to-83687, Casey Precht
S1t6 =
8.00 12 3x4 = 3x4 = 5x10 Q
21 LO " 18 " 16 15 14 3x5 =
3x7 = 3x4 = 3x6 = 3x8 = 3n6 = 3x4 = 2x4 11
6x8 =
Scale=1:80.1
LOADING (psf)
SPACING- 2-0-0
CSL
DEFL
in (too) Mail L/d
PLATES GRIP
TOLL 35.0
(Roof Snow--35.0)
Plate Gdp DOL 1.15
TC 0.43
Vert(LL)
-0.2015-16 >999 360
MT20 2201195
TCDL 7.0
Lumber DOL 1.15
BC 0.57
Vert(CT)
-0.4215-16 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.82
HOrz(CT)
0.08 12 n/a n/a
BCDL 10.0
Code IRC20IS7P12014
Matrix-SH
Wind(LL)
0.04 18 >999 240
Weight: 308 to FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF No.1 &Btr
TOP CHORD
Structural wood sheathing directly applied or 3-11-3 oc purlins, except
BOT CHORD 2x4 DF No.1 &Btr'Except'
end verticals, and 2-0-0 oc purlins (4-10-13 max.): 6-9.
B2: 2x4 DF No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 DF No.2 `Except'
6-0-0 oc bracing: 14-15,13-14.
W1,W10,EV1,WCL2,EV2:2x4 DF Stud
WEBS
1Row at midpt 4-18, 7-18, 7-16, 8-15, 9-13, 3-21
2 Rows at 1 /3 pis 10-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 21-223310-5-8 (min. 0-2-6), 12=2043/Mechanical
Max Horz21=325(LC 7)
Max Uplift2l=-97(LC 10), 12=-26(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22= 388/72, 3-22= 267/90, 3-4— 2582/354, 4-5=-2155/396, 5-6=-2020/419,
6-7=-1670/402, 7-23=-1730/405, 23-24=-1730/405, 8-24=-1730/405, 8-9— 1096/336,
9-10=-1499/450,2-21--570/199,11-12=-276/175
BOT CHORD 20-21— 259/2086, 19-20= 216/1976, 18-19--216/1976, 17-18-157/1730, 16-17--157/1730,
15-16=-139/1522, 13-14=-297/0, 10-13=-102/460, 12-13— 65/1149
WEBS 4-20--15/298,4-18=-565/167,6-18=-71l715,7-16=-306/141, 8-16=-441515,
8-15=-1030/165, 9-15=-28/399, 13-15=-28/1406, 9.13--203/323,3-21--2458/236,
10-12=-2058/157
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Intedor(1) 21-10-5 to
26-1-11, Exterior(2R) 26-1-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL ASCE 7-16; Pf-35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord.
LOAD CASE($) Standard
Job
russ
Imesype
y
0&02 Pine Brook Estates
202558
A02
Hip
7
1
Job Reference (optional)
Intelrame Components, LLC, Nampa, ID-83687, Casey Precut
3
Us =
3x6 = 6xB =
20 19 1a 17 16 15 14 13 µ 3x5 =
3x7 = 314 - 3x6 - 3x8 = 3,6 = 1.5x4 11 Us = 20 I I
9-1-6 17-11-4 24-0-0 30-0.12 33-0-0 39.8-0
6-0-12 6-0.12
Scale =1 85.5
Plate Offsets (X.Y)- f6:0-3-0,0-2-31
f8:0-2-12.0-0-121 112:0-6-0,0-4-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc)
Wall
L/d
PLATES GRIP
TOLL 35.0
(Roof Snow=35.0)
Plate Grip DOL 1.15
TO 0.45
Vert(LL)
-0.1219-20
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.51
Vert(CT)
-02519-20
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.83
Horz(CT)
0.08 11
n/a
n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Wind(LL)
0.0417-19
>999
240
Weight:3071b FT=20%
LUMBER -
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr *Except*
B2: 2x4 DF No.2
WEBS 2x4 DF No.2 *Except*
W1,W9,EV1,EV2:2x4 OF Stud
REACTIONS. (lb/size) 20-2233/0-5-8 (min. 0-2-6),11=2043/Mechanical
Max Horz20=346(LC 7)
Max Uplitt20=-104(LC 10), 11=-36(LC 11)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-8 oc pudins, except
and verticals, and 2-0-0 oc pudins (4-11-0 max.): 6-8.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 13-14.
WEBS
1 Row at midpt 5-17, 7-14, 8-12, 3-20
2 Rows at 1/3 pis 9-11
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance w@h Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-21- 433/84, 3-21- 309/103, 3-4= 2568/364, 4-5= 2318/380, 5-6=-2043/443,
6-22=-1579/427,7-22=-1580/427,7-23=-1155/387,8-23=-1154/387,8-9=-1485/469,
2-20--606/206,10-11--279/176
BOT CHORD 19-20- 248/2103, 18-19= 196/1925, 17-18- 196/1925, 16-17- 125/1541, 15-16=-125/1541,
14-15=-125/1541, 9-12=-72/546,11-12=-42/1174
WEBS 5-19= 20/355, 5-17= 635/184, 6-17-76/610, 7-14=-887/127, 8-14=-53/441,
12-14= 50/1235, 3-20=-2420/252, 9-11- 2097/184
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=911 mph; TCDL=4.2psf; BCDL--6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 12-0-11, Exterior(2R) 12-0-11 to 23-6-9, Intedor(1) 23-6-9 to
24-5-7, Exterior(2R) 24-5-7 to 35-6-10, Exterior(2E) 35-6-10 to 39-0-4 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) TOLL: ASCE 7-16; Pf=35.0 psf (Lum DOL--1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except flt=lb)
20-104.
8) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
rus8 ype
y
08/02 Pine Brook Estates
7Nas
202558
A03
PWyback Base
1
1
Job Reference (optional)
Intehame Componems, U-C, Nampa, IC-83687, Casey Prechi 8.410 a Bep 142020 Wek Industries, Inc. Fri Dec 11 17:04A32020 Page 1
ID:WcW_MOD7rVgfeTe7o5utSRyA 0-Re OVGZ61s1DTud11s_a6?WEBH?EEKOEOmlwy9yvY
2-5-8
2-0-09418 -8- 12 -3]0133 4-0-1IMP 6-10-12 247-4 37114 &3.1533 &7-5 2-0
1-1-0
5,6 = Scale =1:99.2
8.00 FF2 4x5 =
7 8
3x6 i T
3x5 � 6
5
6x8 i W5
5x6 G
3x4 II W
EV3
2
W1 24 23 =
27 26 4x5 = 21
3x5 = 4x5 = 3x4 11
6x8 = 3x8 =
3x8 = 5x8 =
- 9 30 10
4x6 Q
11
31 3x6 J
12
20 19 18 17 16
45 = 3x6 = 5x8 = 4x5 =
3,6 =
6x8 11
133x5 // 3,5
2-5.8 9-4.4 16-3-0 1,7-6 247-12 31-9-0 39$-0 46-0-0
2-5-B 6-10-12 8-1� 7-04 744 Al-n B-4-0
32 3x5 //
415
IIa
5x14 b1T20HS 11
_ Plate Offsets (X,Y)-- 13:0-4-0,0-1-81,
17:0-3-12,0-2-01, 110:0-3-12,0-2-01,
113:0-4-0.0-2-41.
114:0-3-8,Edoel,
122:0-64.D4-01,
r25:0-2-8.0-0-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
In (loc)
Udell
Ud
PLATES
GRIP
TCLL 35.0
(Roof Snl
Plate Grip DOL 1.15
TC
0.59
Vert(LL)
-0.13 22-23
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.64
Vert(CT)
-0.21 24-25
>999
240
MT20HS
165/146
BCLL 0-0
Rep Stress Incr YES
WB
0.93
Horz(CT)
0.14 16
n/a
n/a
BCDL 10.0
Code IRC2018/rPI2014
Matrix-SH
Wlnd(LL)
0.0524-25
>999
240
Weight: 354 lb
FT-2D%
LUMBER- BRACING -
TOP CHORD 2x4 DF No.t&Btr TOP CHORD
Structural wood sheathing directly applied or 3-5-6 oc puriins, except
BOT CHORD 2x4 DF No. 1&Btr *Except*
end verticals, and 2-0-0 oc pudins (4-8-2 max.): 7-10.
B2,B4: 2x4 DF No.2 BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 DF No.2 *Except*
6-0-0 oc bracing: 16-18,14-16.
W1,W2,WS,W4,W8,W15,EV1,WCL2:2x4 DF Stud
1 Row at midpt 8-22
SLIDER Right 2x8 OF SS -cs 6-10-13 WEBS
1 Row at midpt 5-23, 8-23, 9-20, 9-18, 11-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 16=3235/0-5-8 (min. 0.3-7), 27=209010-5-8 (min. 0-2-4)
Max Hoa27=-272(LC 8)
Max Upliftl6=117(LC 11). 27--99(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-2839/224, 4-28=-2789/288, 5-28= 2766/320,5-6--2125/327, 6-7=-1945/357,
7-8= 1606/366,8-29=-1643/368,9.29=-1643/368,9-30=-709/214,10-30=-710/214,
10-11=-985/191, 11-31= 284/1108,12-31— 294/985, 12-13=-306/882, 13-32=-330/880,
14-32=-342/713, 2-27=-572/242
BOT CHORD 26-27= 202/1059, 25-26--223/1326, 4-25=-324/151, 24-25=-354/2725, 23-24=-187/2194,
22-23_ 132/1642, 19-20— 91/1358, 18-19=-91/1358, 17.18= 146/273, 16-17=-146/273,
14-16=-551 /342
WEBS 3-26=-1481/263, 3-25=-323/2747, 424=-627/179, 5-24=0/363, 5-23=-780/174,
7-23>52/773, 20-22= 113/1239, 9-22= 71/520, 9-1 8=-1 232/217,11-18=-180/1405,
11-16= 2774/589, 13-16= 483/173, 3-27= 1836778
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL-4.2psf; BCDL-6.Opal; h-25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Extenor(2E) -2-D-0 to 2-9-10, Interior(1) 2-9-10 to 9-44, Exterior(2R) 9-4.4 to 23-0-7, Interior(1) 23-0-7 to 24-11-9,
Exterior(2R) 24-11-9 to 38-6-7, Inte(og1) 38-6-7 to 45-2-6, Exterior(2E) 45-2-6 to 50-0-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & M W FRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is-1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27 except at -lb)
16=117.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIITPI 1.
9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
Was a
O1102 Pine Brook Estates
202558
Ae3A
Piggyback a ase
1
1
,w_,....__..--------
ob Reference(optional)
'^+•� ,....,...•..^ter. •�.,„ 6.41VaJea14xUL Mi I in0usmes Inc. Hn Uecll 17:04:442020 Pagel
z-a3
ID:WcW_MOD7rVgfeTe7o5utSRyA_O-NOnicakWA9452CVb2VpeCCvOdWHkhLTduAJHyy9yvX
2-0-01-0- 9-44 As 4733 IL
_7-12 31-8-0 37-0-13 42d-11 480-0
2h01 — G70-12 G/0-12 LI 7-1.4 5-3-19 63-13 S73
d-0
Sx6 =
13.0012 4x5 =
7 8
3x6 6
3x5 J 6
7x8 G
5x6 i
3x4 11 3
3x8 = 51B =
M 8_ 29 _ 10
4x5
11
30 3x6 J
12
6x8
33x5
31
14 3x5
15 3x5
14
' 4I
Wi 23 226 — 26 25 4r5 = 20 19 18 77 16 15 4x12 II
3x5 = Us = 9x4 H 4x5 = 316 = 418 =3z6 = 4x5 =
axis = 3,8 =
1 2-SB 9-4-0 16-30 17-6 1 24-7-12 31-9-0 39-80 q8-p-p
2-5-6 6-10-12 6-10-1z 7IN 7-11-0
Scale. 1:97.2
Plate Offsets (X,Y)-- r3.0-4-0,0-2-41,
17:0-3-12 0-2-01 110.0-3-12 0-2-01
11 u:u-4-0 0-2d1
114:0-3-8 Edgel f21:0-6-4 0-4-47
f24:0-2-8 6-0-01
LLL ING (PS3 TCL5.0
SPACING- 2-0-0
CSI.
DEFL
in (too)
I/defl
Ud
PLATES GRIP
(Roof Snow-35.0)
Plate Gdp DOL 1.15
TC
0.59
Vert(LL)
-0.13 21
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.65
Vert(CT)
-0.2223-24
>999
240
BCLL 0.0
Rep Stress Incr YES
WB
0.94
Horz(CT)
0.14 15
n/a
n/a
BCDL 10.0
Code IRC2018/rP12014
Matrix-SH
Wind(LL)
0.0523-24
>999
240
Weight: 3511b FT=20%
LUMBER- BRACING
TOP CHORD 2x4 DF No.i&Btr TOP CHORD
Structural wood sheathing directly applied or 3-4-11 cc puriins, except
BOT CHORD 2x4 DF No.1 &Btr'ExcepY
end verticals, and 2-0-0 cc purlins (4-6-15 max.): 7-10.
B2,B4: 2x4 DF No.2 BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing, Except:
WEBS 2x4 DF N0.2 -Except`
6-0-0 cc bracing: 14-15.
W1,W2,W3,W4,W8,Wl5,EV1,WCL2:2x4 DF Stud
1 Row at midpt 8-21
SLIDER Right 2x8 DF SS -ca 6-10-13 WEBS
1 Row at midpt 5-22, 8-22, 9-19, 9-17, 11-15
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 15=3026/0-5-8 (min. 0-3-4), 26=2131/0-56 (min. 0-2-4)
Max Horz26=-265(LC 8)
Max Upliftl5=-82(LC 11), 26=-101(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (b) or less except when shown.
TOP CHORD 3-4--2906/265, 4-27= 2863/327, 5-27--2840/360, 5-6=-2199/366, 6-7--2019/395,
7-8_ 1668/397, 8-28=-1710/403, 9-28=-1710/403, 9-29=-820/270, 10-29— 821/270,
10-11=-1119/258, 11-30=-135/813, 1230=-145/691, 12-13— 1571587, 1331=-173/586,
14-31--196/400, 2-26— 578/245
BOT CHORD 25-26= 210/1074, 24-25= 233/1341, 4-24= 329/149, 23-24--367/2785, 22-23=-198/2255,
21-22=-142/1708, 18-19= 102/1444, 17-18=-102/1444,14-15= 309/199
WEBS 3-25=-1498/274, 3-24=-336/2809, 4-23--624/181, 5-23=0/363, 5-22=-780/175,
7-22= 72/812, 8-22= 282/192, 19-21— 122/1318, 9-21= 67/492, 9-17= 1183/193,
11-17=-111/1268, 11-15--2561/481, 13-15=-476/186, 3-26=-1879/100
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=9lmph; TCDL=4.2psf; BCDL=6.Opsf; h-25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -2-0-0 to 2-9-10, Interior(') 2-9-10 to 9-4-4, Extedor(2R) 9-4-4 to 23-0-7, Interior(') 23-0-7 to 24-11-9,
Exterior(2R) 24-11-9 to 38-6-7, Interior(') 38-6-7 to 43-26. Extedor(2E) 43-2-6 to 48-0-0 zone; cantilever left and right exposed ; end
vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 15 except (jt=lb)
26=101.
7) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPl 1.
8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
me
N85
I ruse Type
08/02 Pine Brook Estates
M2558
A03B
Piggyback Base
7
1
i.,br.=,,, I-- i I o . a....e
to _=:e..-___.. e_�
Job Reference (optional)
w. ,..�r� cni
8.00 12
US =
2c4 11 3xe = 5x6 =
2x4 II 4x6 = 6x8 = 05 = 3x4 = 3x6 = 3x4 = 3x5 =
3x4 =214 II
2-5-8 9-4-4 1&3-0 7-6 19-9-4 247-12 31-9.0 39-8-0
2-5-8 8-10-12 6-10-12 -3- 2-2-12 4168 7-1-d 7 11 0
Scale=1:79.3
Y
�b
Plate Offsets (X Yf- 12.0-2-14
0-2-01 13.0-0-12 0-1-81
16.0-3-12 0-2-01
r9'03-12 0-2.01
118'0-2-12 0-2-81
LOADING (Pat)
TCLL
SPACING 2-0-0
CSI.
DEFL.
in (loc)
I/dell
L/d
PLATES GRIP
(Root Snow=35 .0
Plate Grip DOL 1.15
TC
0.60
Ven(LL)
-0.0712-13
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.80
Vert(CT)
-0.1420-21
>999
240
BCH 0.0
Rep Stress Incr YES
WB
0.93
Horz(CT)
0.10 12
n/a
n/a
BCDL 10.0
Code IRC2018i7P12014
Matrix-SH
Wind(LL)
0,0420-21
>999
240
Weight: 317 lb FT=20%
LUMBER-
BRACING
TOP CHORD 2x4 DF No.1&Btr
TOP CHORD
BOT CHORD 2x4 DF No.1&Btr*Except*
B2,B4: 2x4 DF No.2
BOT CHORD
WEBS 2x4 OF No.2 `Except*
W1,W2,W6,EVI,WCL2,EV2:2x4 DF Stud, W8:2x4 DF No.1&Btr
WEBS
REACTIONS. (lb/size) 23=95810-5-8 (min. 0-1-8), 16=2542/0-5-8 (min. 0-2-11), 12=776/Mechanical
Max Horz 23=337(LC 7)
Max Upllft23=-33(LC 10), 16--242(LC 7), 12=-109(LC 6)
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
end verticals, and 2-0-0 oc pudins (6-0-0 max.): 6-9.
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 7-18
1 Row at midpt 4-19. 6-18. 9-15, 10-12
2 Rows at 113 pts 8-16
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=--773/83, 3-24=-688/92, 3-4= 754/145,5-6=-152/292, 6-7=-88/268, 7-26=-88/270,
8-26=-88/270, 8-27- 156/253, 9-27=-156/253, 9-10- 440/268, 2-23=-1000/200
BOT CHORD 22-23=-301/236, 20-21=-287/1101, 19-20= 90/509, 7-18=-395/117. 14-15- 11/267,
13-14- 11/267, 12-13=-28/250
WEBS 3-20=-604/202,4-20=0/371,4-19=-793/171, 6-19=-37/629, 6-18=-964/118, 16-1 8=-891 /225,
B-18=-178/1069,8-16=-2188/255, 8-15=0/462, 9-15= 432/44, 2-22--50/722,
10-12=-613/76
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL-4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Extedor(2E)-2-0-0 to 1-11-10, Intedor(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5. Interior(1) 21-10-5 to
26-1-11, Exterlor(2R) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 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 7-16; Pf=35.0 lost (Lum DOL-1.15 Plate 0OL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 lost on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 lost bottom chord live load nonconcunent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 23 except (jt=lb)
16=242,12=109.
8) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
i was
TrUSS Type
Fly
08M Pine crook Estates
202558
A04
Piggyback Base
i
1
JobAeference o tlonal
LW, nampa iu -wear, Bey rrecnr
8.00 F12
5x6 =
2x4 II 3x10 = 5x6 —
2x4 11 48 = �� — 6x0 = Us = 3x4 = 3xs = 3x4
3x4 =2x4 II
4.4-4 10-3-10 i6-3-0 7-6 19-9-4 24-742 31-9-0 39.8.0
4-4-45-01-6 -3- 2-2-12 4-10-8 7-1-4
Scale - 1:79.3
9
0
Plate Offsets (X,Y)-- 12:0-2-0
0-1-121 I6:0-3-12,0-2-01.19:0-3-12
0-2-01
118:0-2-12 0-2-81
LOADING lost)
TOLL 35.0
SPACING- 2-0-0
CSI.
DEFL.
in (too)
Well
Vd
PLATES GRIP
(Roof Snow=35.0)
Plate Grp DOL 1.15
TO
0.62
Vert(LL)
-0.08 20-21
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.72
Vert(CT)
-0.15 20-21
>999
240
BOLL 0.0
Rep Stress Incr YES
WB
0.98
Horz(CT)
0.10 12
n/a
n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Wlnd(LL)
0.0520-21
>999
240
Weight: 321 lb FT=20%
LUMBER- BRACING
TOP CHORD 2x4 OF No.1&Btr TOP CHORD
BOT CHORD 2x4 OF No.1&Btr*Except
B2,B4: 2x4 DF No.2 BOT CHORD
WEBS 2x4 DF No.2 `Except'
W1,W2,W6,EVI,WCL2,EV2: 2x4 DF Stud, W8: 2x4 DF No.1&Btr WEBS
REACTIONS. (lb/size) 23=877/0-5-8 (min. 0-1-8), 16=2704/0-5-8 (min. 0-2-14), 12=695/Mechanical
Max Horz 23=337(LC 9)
Max Uplift23=-29(LC 10), 16=-254(LC 7), 12= 130(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-758/98, 3-24=-650/115, 3-4=-511/155, 5-6=-13W418, 6-7-891392, 7-26— 89/394,
8-26=-89/394,8-27=-144/270.9-27=-145/270, 9-10--397/268, 2-23_ 869/213
BOT CHORD 22-23=-297/247, 20-21= 168/746, 19-20-68/298, 7-18=-426/113
WEBS 3-20=-490/130,4-20=0/380, 4-19--761/163, 6-19— 56/641, 6-18=-993/116,
16-1 8=-1 038/226, 8-18— 179/1089, 8-16=-2293/262, 8-15-0/541, 9-15— 527/41,
9-13--11/266, 2-22— 45/589, 10-12=-526/99
Structural wood sheathing directly applied or 6-0-0 oc purins, except
end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-9.
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt 7-18
1 Row at mldpt 4-19, 6-18, 9-15, 10-13, 10-12
2 Rows at 1/3 pits 8-16
MlTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult-115mph (3-second gust) Vasd=91 mph; TCDL-4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-11-10, Intertor(1) 1-11-10 to 10-7-11, Exteror(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to
26-1-11, Exteror(213) 26-1-11 to 35-7-7, Extedor(2E) 35-7-7 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
2) TOLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1 A 5 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrem with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except at=lb)
16=254,12-130.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
o
was ype
City
y
OBr02 Pine Brook Estates
202558
];�=Pligilyback8m
1
�
i
,.e.w....... r....._..._..
____.,._�.
Job Reference optional)
5x6 =
8.00 F12 3x4 = 3x4 = 5x10 O
21 zu 19 18 77 16 15 14 3x5 =
3x7 = 3x4 — 3x8 = 3x8 = axe = 3x4 = 2x4 11
6x8 =
8.3-4 16-3.0 I 2130 31-9-0 �3-49 39-8-0
7-11-12 5-2-0 10-4-0 1-7-0 8-0.0 �
Scale = 1:80.1
Plate Offsets (XY)- (6:0-3.12,0-2-01.
f9:03-4.0-2-B1 rl3:0-6-4 0-4-81
LOADING (psf)
TOLL
SPACING- 2-0-0
CSI.
DEFL.
In (loc)
Vdefl
Ltd
PLATES GRIP
(Roof Snow=35 .0
Plate Grip DOL 1.15
TO 0.43
Ven(LL)
-D.2015-16
>999
360
MT20 2201195
TOOL 7,0
Lumber DOL 1.15
BC 0.57
Vert(CT)
-0.4215-16
>999
240
BOLL 0.0
Rep Stress ]nor YES
WB 0.82
Horz(CT)
0.08 12
n/a
n/a
BCDL 10.0
Code IRC20118/TP12014
Matrix-SH
Wind(LL)
0.04 18
>999
240
Weight: 308 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF No.1 &Btr TOP CHORD
Structural wood sheathing directly applied or 3-11-3 oc pudins, except
BOT CHORD 2x4 DF No.1&Btr'Except'
end verticals, and 2-0-0 oc pudins (4-10-13 max.): 6-9.
B2: 2x4 DF No.2 BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 DF No.2 `Except`
6-0-0 oc bracing: 14-15,13-14.
W1,W10,EV1,WCL2,EV2:2x4 DF Stud WEBS
1 Row at midpt 4-18, 7-18, 7-16, 8-15, 9-13, 3-21
2 Rows at 113 pis 10-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 21=2233/0-5-8 (min. 0-25), 12=2043/Mechanical
Max Horz 21=325(LC 7)
Max Uplift2l=-97(LC 10), 12=-26(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-22= 388/72, 3-22= 267/90, 3-4=-2582/354, 4-5= 2155/396, 5-6-2020/419,
6-7=-1670/402, 7-23=-1730/405,23-24--1730/405,8-24--1730/405,8-9=-1096/336,
9-10=-1499/450, 2-21=-570/199,11-12--276/175
BOT CHORD 20.21= 259/2086, 19-20= 216/1976, 18-19=216/1976, 17-18-157/1730, 16-17= 157/1730,
15-16=-139/1522,13-14=-297/0,10-13=-102/460,12-13=-65/1149
WEBS 4-20--15/298,4-18= 565/167, 6-18--71/715, 7-16=-306/141, 8.16=-44/515,
8-15=-1030/165, 9-15=-28/399, 13-15--28/1406,9-13=-203/323,3-21= 2458/236,
10-12=-20581157
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL-4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MW FRS
(envelope) and C-C Extenor(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 10-7-11, Extedor(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to
26-1-11, Extenor(2R) 26-1-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TOLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non-concurtent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
0
rues
N66 ype
08M Pine Smok Estate$
202558
A06
Hip
i
1
IrRebeme cnamrems_ i I r.. u
,= in -n r „c.eu..
Job Reference o flonal
uec
8.00 12 5x6
3x4 = 3x6 = 3x4 = 6a8 =
22 21 20 19 1s 17 16 1560 4x5 =
3x7 = 3x4 = Us = 3x8 = 3x4 = 3x6 =
3x10 = 2z4 II
B-t-B o-on15-11-4 21-3-12 32-0-12 36-8.0 39-8-0
e cx_o
Scale = 1:82.0
Plate OtFsets (KYI f6.0
3-0 0-2 31 f10 0-2-12 0-0-121 f14 0-5-B
0-4-01
LTOLL OADING (P535.0
SPACING- 2-0-0
CSI.
DEFL. in (too) I/dell Ud
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.37
Ven(LL) -0.25 16-18 >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.58
Ven(CT) -0,5216-18 >903 240
BCLL 0.0
Rep Stress Inor YES
WB 0.69
Horz(CT) 0.08 13 n/a n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Wind(LL) 0.04 19 >999 240
Weight: 3011b FT=M
LUMBER -
TOP CHORD 2x4 DF No.1&Btr
SOT CHORD 2x4 DF No.t&Btr'Excepr
82: 2z4 DF No.2
WEBS 2x4 DF No.2 `Except*
W1,W10,EV1,WCL2,EV2: 2x4 DF Stud
REACTIONS. (lb/size) 22=223WO-5-8 (min. 0-2-6), 13=2043/Mechanical
Max Horz 22=318(LC 7)
Max Upliff22=-96(LC 10), 13— 24(LC 11)
BRACING
TOP CHORD
Structural wood sheathing directly applied or 3-11-2 oc purlins, excep,
end verticals, and 2-0-0 oc purlins (4-9-11 max.): 6-10.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 15-16.
WEBS
1 Row at midpt 4-19, 7-19, 7-18, 9-16, 10-14, 3-22, 11-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation ouide.
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-23=-374/70, 3-23=-256/88, 3-24— 2585/349, 4-24=-2338/350, 4-5=-2173/393,
5-6=-2039/414, 6-7=-1701/396, 7-8= 1790/397, 8-9=-1790/397, 9-10=-1094/326,
10-25--943/344, 11-25=-1049/326, 2-22— 560/197
BOT CHORD 21-22= 259/2083, 20-21--217/1983, 19-20=-217/1983, 18-19=-161/1790, 17-18_ 145/1562,
16-17=-145/1562,11-14— 59/1079, 13-14=-43/786
WEBS 4-21=-14/289, 4-19=-530/161, 6-19=-70/730, 7-18=-300/144, 9-18= 38/532,.
9-16— 1077/169,10-16=-29/862,14-16=-55/1131,10-14— 782/74, 3-22=-2470/236,
11-13=-2088/193
NOTES
1) Wind: ASCE 7-16; Vult=1I bmph (3-second gust) Vasd-91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25h; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-11-10, Intedor(1) 1-11-10 to 10-3-15, Extedor(2R) 10-3-15 to 21-3-12, Interior(1) 21-3-12 to
26-5-7, Extedor(2R) 26-5-7 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 lost or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 13.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPl 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
o
Nes
rum ype
y
08/02 Pine Brook Estates
202558
A07
HP
1
1
Job Reference (obilonall
8.00 12 5,6 =
3x4 =
3x8 = 3x6 =
6x10 =
22 21 20 19 18 17 16 15 14�- 4x5 =
3x5 = 5x6 = 3x8 = 3z6 — 1.5x4 11 3x6 — 314 = 3xl O = 2x4 11
7-1-6 1 13-11-4 20-7-3 27.4.13 a4.a.12 uAr m.n.o
Scale=1:78.5
' 7-1-6 6-9-14
Plate Offsets (Y Y)-- f2.0-3-0.0-1-121. 15 08-0 0-2-31 I9 0-4-12 0-0-121
6-7-15
f13:0-5-8 0-4-01
6-9-11
6 7 15
LOADING (psff) 0
TOLL
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
I/deft
L/d
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC
0.61
Vert(LL)
-0.13
18
>999
360
MT20 220/195
TOOL 7.0
Lumber DOL 1.15
BC
0,37
Vert(CT)
-0.21 18-20
>999
240
BCLL 0.0
Rep Stress Incr YES
WS
0.83
Horz(CT)
0.07
12
n/a
n/a
BCDL 10.0
Code IRC2018fTP120t4
Matrix-SH
Wind(LL)
0.05
18
>999
240
Weight: 290 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF No.1 &Btr
TOP CHORD
BOT CHORD 2x4 OF No.1&Btr*Except*
B2: 2x4 OF No.2
BOT CHORD
WEBS 2x4 OF No.2 *Except*
WEBS
W i,W 10,EV7, W CL2,EV2: 2x4 OF Stud
REACTIONS. (lb/size) 22=2233/0-5-8 (min. 0-2-6), 12=2043/Mechanical
Max Horz 22=291(LC 7)
Max Uplift22= 87(LC 10), 12--20(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown.
TOP CHORD 2-23=-2739/284, 3-23=-2576/314, 3-24-2371/346, 4-24= 2208/360, 4-5=21851374,
5-25=-1827/378,6-25--1830/378,6-7=-1752/351,7-8=-17521351, 8-26=-955/276,
9-26-952/277, 9-27= 872/278, 10-27--972/268, 2-22=-2161/344
BOT CHORD 21-22-291/376, 20-21-246/2143, 19-20= 202/2040, 18-19--202/2040, 17-18=-202/2040,
16-17= 202/2040, 15-16--163/1752, 10-13=-93/1223, 12-13-64/784
WEBS 3-20=-440/146,5-20=81709, 6-20=-380/152, 6-18=0/271, 6-16-513/68,8-16=0/565,
8-15=-1423/141,9-15=-52/783,13-15=-81/1079, 9-13=-671f76, 2-21-171/1915,
10-12= 2075/154
Structural wood sheathing directly applied or 3-7-5 oc pudins, except
end verticals, and 2-0-0 oc pudins (4-3-10 max.): 5-9.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt 3-20, 6-20, 6.16, &15, 9-13, 10-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation aulde.
NOTES•
1) Wind: ASCE 7-16; Vuh=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-11-10, Intedor(1) 1-11-10 to 8-3-15, Exterior(219) 8-3-15 to 19-6-9, Interior(1) 19-6-9 to 28-5-7
, Exterior(2R) 28-5-7 to 35-6-10, Extedor(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & M W FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TOLL: ASCE 7-16; Pf=35.0 psf (Lunn DOL=1.15 Plate DOL=1.15); Is-1.0; Rough Cat C; Partially Exp,; Ce=1.0; Cs=1.00; Ct-1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 12.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
mssI
Was Type
y
0802 Pine Brook Estates
202558
801
H4
1
1
Job Reference o onal
a.
3x4 1
27
3x10 MT20HS=
7-11.4
5XB =
7x8 = 4x5 = 2X4 11 3X6 = 4X5 = Bxs = 3x6 = 5X8 _
4 5 629 72 7 8 8 Ts 10 31 12
F
pu
ro A�_
I
,
■ \.�.0A00
wasor's
;,
26 25 24 3x8 =
48 = 3x12 = 3x4 II
1OX16 MT20HS=
11-2-10 , 14-6-0 205-4 26d.a
20 19 18 17
3X4 11 7X8 = SX10 =316
8x16 W20HS=
339-1n 4MM19 eo.nn
Scale = 1:&4.0
7-11-4 3-3.6
' 3-3-6
5-11-4
&11-4
6-10-2
6-10-2
7-11-4
Plate Offsets(XY)-f4.0-5-8.0-1-121112.0-5-80-1-121
f19.0-3-8Edoel
f21.0-11-60-4-121123D-11-40-4-81
125.0-3-80-1-81
LOCLIL ADING (P f)
ING- SPAC
2-0-0
CSI.
DER.
In (loc)
I/defl
L/d
PLATES
GRIP
(Roof Snow=35.0)
Plate Grip DOL
1.15
TO
0.88
Vert(LL)
-0.55 21-22
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL
1.15
BC
0.87
Vert(CT)
-0.8421-22
>680
240
MT20HS
165/146
BCLL 0.0
Rep Stress Incr
YES
WR
0.94
Horz(CT)
0.31 16
n/a
n/a
BCDL 10.0
Code IRC2018TFP12014
Matrix-SH
Wind(LL)
0.2121-22
>999
240
Weight: 297 lb
FT=20%
LUMBER -
TOP CHORD 2x4 DF No.t&Btr
BOTCHORD 2x4 DF No.i&Btr*Except*
B2,B4: 2x4 DF Stud
WEBS 2x4 DF Stud *Except`
W5,W7,W9,W10,W11,W73:2x4 DF No.2
REACTIONS. (lb/size) 27=2661/0-5-8 (min. 0-2-13), 16=2661/0-5-8 (min. 0-2-13)
Max Horz27=-167(LC 8)
Max Jplift27=-115(LC 7), 16--115(LC 6)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-8 oc pudins, except
end verticals, and 2-0-0 oc pudins (2-2-0 max.): 4-12.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 5-26, 10-18, 3-27, 13-16
MiTak recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation quide.
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-28= 308/38, 3-4=3238/407, 4-5=-2585/376, 5-6=-4879/529, 6-29=-5559/544,
7-29=-5559/544,7-8--5559/544,8-9=-5559/544,9-10--5752f557, 10-11=-2600/382,
11-12=2601/382, 12-13- 3225/406,14-30--308/43, 2-27= 501/173, 14-16=-505/178
SOT CHORD 26-27=-218/2438, 25-26=-243/3397, 6-23_ 959/166, 22-23=-345/4914, 21-22= 361/5782,
9-21= 329/126, 18-19= 221/4119, 17-18- 149/2437,16-17= 149/2437
WEBS 4-26= 111/1417, 5-26--1673/178, 5-25=-1137/103, 23-25= 238/3460, 5-23=-184/2803,
6-22--105/855, 7-22- 521/125, 9-22= 290/56, 19-21- 220/3946, 10-21= 174/2048,
10-19= 511/122, 10-18=-2025/202, 12-18=-63/1309, 13-18= 64/266, 3-27- 3087/359,
13-16=-3088/352
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope) and C-C Extenor(2E) -2-0-0 to 2-9-10, EMedor(2R) 2-9-10 to 14-8-11, intenor(1) 14-8-11 to 33-2-10, Exterior(2R) 33-2-10 to
45-2-6, Exterior(2E) 45-2-6 to 50-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
2) TOLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding-
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=115,
16=115.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSIlrPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
0
ruse
runs ype
08102 Pine Brook Estates
20255E
BUtAG
HIP GIRDER
7
2
Intefrsme C maanenh i i. P. u
m-R m. auR7 P.- o ,
Job Reference(notional)_
5x6 2x4 I = 3x6 =
6x10 = 4x5 = 3x6 = 4x5 = 4x6 = 4x5 = Sx6 =
8.00 12 4 5 30 531 32 733 g�34 935 36 39 1
a2 u 37 _tom_ 4011 _r,12_41 4213
3x4
2
48 49 " 50 51 52 53
28 27 45 26 46 2547 4x8 = 21 54 55 56 205758 195960 IB 61 62 17
5x8 = 4xe 410 = 3x4 II 51B 11 6x10 = 4x10 M720HS= 4X9 = Sx8 =
10x12M120H5= 10x16MP20HS=
5-11-4 10-2-10 14b-0 20-5-4 I 26-0.6 1 34-2-10 42-0-12 48-0.0
16
Scale = 192.9
m
co,o��
Plate Offsets (x Y)-- 14:0-3-12
0-2-01 1130-3-12 0-2-01
120.0-4-15
0-2-41
122'0-10-12 0-6-01 124.0-8-8 0-641 126'0-3-8 0 2 Ol
LOADING (Pat)
TCLL
SPACING- 2-0-0
CSI.
DF_FL,
in (loc)
/dell
L/d
PLATES
GRIP
(Roof Snow=35 .0
Plate Grip DOL 1.15
TC
0.95
Ven(LL)
-0.70 22-23
>811
360
MT20
P20/195
TCDL 7,g
Lumber DOL 1.15
BC
0.94
Vert(CT)
-1.0722-23
>533
240
MT20HS
165/146
BCLL .0
Rep Stress Incr NO
WB
0.91
Horz(CT)
0.29 17
rVa
n/a
BCDL 10.0
Code IRC2018liP12014
Matrix-SH
Wind(LL)
0.4122-23
>999
240
Weight: 627 Ib
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x6 DF SS *Except*
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
B2,B4: 2x4 DF No.2
2-0-0 Do pur ins (2-11-6 max.): 4-13.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF Stud'Except-
W5,W6,W10: 2x4 DF No.2
OTHERS 2x6 DF SS
REACTIONS. (lb/size) 28=431210-5-8 (min. 0-2-5), 17=4312/0-5-8 (min. 0-2-5)
Max Horz 28= 139(LC 24)
Max Uplitt28--602(LC 5), 17=-587(LC 4)
FORCES. (lb) - Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 706/125, 3-4c5470/897, 4-29=-4455/755, 5-29= 4454/755, 5-30=-12018/2164,
30-31 =-I 2018/2164, 6-31--12018/2164, 6-32=-13335/2413, 32-33=-13335/2413,
33-34=-13335/2413, 7-34_ 1333512413, 7-8=-1333512413, 8-35--13335/2413,
35-36--13335/2413, 9-36=-13335/2413, 9-37= 14065/2612, 37-38- 1406512512,
10-38=-14065/2512, 10-39--8733/1475, 3940=-8733/1475, 11-40=-8733/1475,
11-12=8733/1475, 12-41=-4496/737, 41-42--44971737, 13-42=-4497/737, 13-14=-5511/871,
14-15= 6751129, 2-28= 768/126, 15-17--756/129
BOT CHORD 28-43--670/3872, 43-44=-670/3872, 27-44c670/3872, 27-45=-1265/7202, 26-45=-126517202,
26-46- 1131624, 46-47--113/624, 25-47=-113/624, 6-24=-1455/421, 24-48-2183/12145,
48-49=-2183/12142, 49-50= 2185/12137, 23-50= 2184/12133, 23-51 =-2536/14218,
51-52= 2535/14222, 52-53=-2534/14226, 22-53=-2534/14228, 21-22=01271, 21-54--179/1202,
54-55=-179/1202, 55-56=-179/1202, 56-57=-179/1202, 20-57= 179/1202, 20-58- 1285/7672,
58-59= 128577672,19-59=-1285/7672,19-60=-1285/7672,18-60=-1285/7672,
18-61=-543/3891,61-62=-543/3891, 17-62=-543/3891
WEBS 3-27--201/926,4-27=-331/2411,5-27=-4030/785,5-26--1787/443, 24-26=-1200/6851,
5-24- 1178/6344, 6-23=-322/1421, 7-23=-837/279, 9-23= 10381179, 20-22_ 169019484,
10-22=-805/4258, 10-20=-3685/847, 12-20- 301/2295, 12-18--4237/84Q 13-18=-294/2374,
14-18--201/957,3-28=4815l745,14-17=4882/716
NOTFS-
1) 2-ply truss to be connected together with 10d (0.131 "xV') 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 0-9-0 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 (8), unless otherwise indicated.
3) Wind: ASIDE 7-16; Vult=115mph (3-second gust) Vasd=9l mph; TCDL=4.2psf; BCDL=6.Dpsf; h=25$1 Cat. R; Exp C; Enclosed; MWFRS
(envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-16; Pf=35.0 lost (Lum DOL-1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs-1.00; Ct=1.10
Continued on page 2
Job
russ
toss ype
y
Oa112 Pine Brook Estates
202558
IMehamn r.�m,,,, . I
B01AG
HIPGIRDER
i
2
Job Reference o clonal
,._._._.--.._._I,._ ____.�___,.._�., o.rivspeP �4GYGPrIDex�Wneetes. IrC. rn um 1117:09:002020 Paget
ID:WcW_MOD7rVgfeTe7o5ut5RyA_0-SvOg44mn14Ao0V0a) xnZlasZf4wTUWgIO29toy9yvH
NOTES-
5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non concurrent with other live loads.
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise Indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) Bearing atjoint(s) 28, 17 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=lb) 28=602, 17--587.
11) This truss is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1.
12) Graphical purin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 to down and 99 to up at 5-11-4, 117 lb dawn and 93 lb up at 8-0-0,
117 No down and 93 lb up at 10-D-0, 117 lb down and 93 lb up at 12-0-0, 117 lb down and 93 No up at 14-0-0, 111 Ib down and 78 Ib up at 16-0-0, 111 lb down and 78 to up
at 18-0-0, 111 lb down and 78 lb up at 20-D-0, 111 to down and 78 lb up at 22-0-0, 111 lb down and 78 lb up at 24-0-0, 111 lb down and 78 lb up at 26-0-0, 117 It, down and
93 Ito up at 28-0-0, 117 It, down and 93 lb up at 30-0-0, 117 It, down and 93 to up at 32-0-0, 117 to dawn and 93 to up at 34-0-0, 117 to down and 93 Ib up at 36-0-0, 117 It,
down and 93 lb up at 38-0-0, and 117 to down and 93 lb up at 40-0-0, and 196 Ib down and 99 No up at 42-0-12 on top chord, and 59 Ib down at 2-0-0, 62lb down at 4-0-0,
66 It, down at 6-0-0, 66 lb down at 8-0-0, 66 Ito down at 10-0-0, 66 to down at 12-0.0, 66 to down at 14-0-0, 60 Ib down and 22 It, up at 16-0-0, 60 lb down and 22 It, up at
18-0-0, 60 lb down and 22 lb up at 20-0-0, 6D to dawn and 22 lb up at 22-0-0, 60 lb down and 22 lb up at 24-0-0, 60 It, down and 22 to up at 26-0-0, 66 Ib down at 28-0-0,
66 lb down at 30-0-0, 66 lb down at 32-0-0, 66 Ib down at 34-0-0, 66 It, down at 36-0-0, 66 lb down at 38-0-0, 66 to down at 40-0-0, 66 to down at 42-0-0, and 62 to down
at 44-0-0, and 59 lb down at 46-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase= 1. 15, Plate Increase=1.15
Uniform Loads (pit)
Vert: 14=-84, 4.13=-84, 13-16=-84, 25-28=-2D, 22-24=-20, 17-21=-20
Concentrated Loads (Ib)
Vert: 4=-196(F) 8- 102(F) 13=-196(F) 27--43(F)5_ 117(F) 26= 43(F) 18= 43(F)11=-117(F) 29--117(F) 30_ 117(F) 31=-117(F) 32_ 102(F) 33=-102(F)34=-102(F)
35=-102(F) 36=-102(F) 37= 117(F) 38_ 117(F)39=-117(F)40=-117(F) 41 =-1 17(F) 42--117(F) 43= 22(F) 44=-29(F) 45=-43(F)46=43(F)47= 43(F) 48=-58(F) 49=-58(F)
50-58(F) 51=-58(F) 52--58(F) 53= 58(F) 54=43(F) 55=-43(F) 56= 43(F) 57=43(F) 58=-43(F) 59=-43(F) 60=43(F) 61= 29(F) 62=-22(F)
Nab
Nsa ype.
y
0&D2 Pine Brook Estates
202558
B01G
HIP GIRDER
1
2
Imefreme Comoonems. UC. names.
ID. RVUt7 r n. h,
Jab Reference (optional)
3
8.00 12 516 = 4z5 = I N20 MT18HSI
4x5 = 2x4 11 3z6 = US =
r, w ze ea 4x8 = 20 19 18 — " 16 ze au 15
US = 5x6 = 5xl0 = 3x6 II 5x6 11 8x12 = 7k10 MT20HS= 010 =
Sx1011 Bx12 MT20HS= 1OX12 Mf20HS=7x8=
Scale=1:92.8
TOLLING (Pat)
SPACING- 2-0-0
CSL
DEFL
in (loc) Well L/d
PLATES
GRIP
(Roof Snow=35.0)
Plate Grlp DOL 1.15
TC 0.83
Vert(LL)
-0.14 21-22 >999 360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.74
Vert(CT)
-0.5221-22 >999 240
MT20HS
165/146
BCLL 0.0
Rep Stress [nor NO
WB 0.92
Horz(CT)
0.18 15 n/a n/a
MT18HS
220/195
BCDL 10.0
Code IRC2018/TP]2014
Matrix-SH
Wind(LL)
0.0521-22 >999 240
Weight: 806 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF No.t&Btr
"Except*
TOP CHORD
Structural wood sheathing directly applied or 2-11-9
oc purlins, except
BOT CHORD 2x8 DF SS
end verticals, and 2-0-0 oc purlins (4-6-10 max.): 5-11.
62,B4: 2x4 DF No.2, B3:2x6 DF SS
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
WEBS 2x4 DF No.2 `Except*
6-0-0 oc bracing: 23-24.
W1,W2,W4,W13,W15,W16,WCL2:2x4 DF Stud, W14:2x8 DF SS
WEBS
1Row at micipt 12-19
EV1,EV2: 2x6 DF SS, WCR2: 2x4 DF No.l&Btr
REACTIONS. (lb/size) 27=4170/0-5-8 (min. 0-2-4), 1 5=1 0470/(0-5-8 + bearing block) (req. 0-5-9)
Max Hom27=209(LC 5)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-5487/0, 3-4= 5691/0, 4-5--5540/0, 5-6=-6067/0, 6-7=-7656/0, 7-8-7656/0,
8-9-9025/0, 9-10= 9025/0, 10-11=-8817/0, 11-12=-10705/0, 12-13=-14717/0,
13-14=-13704/0,2-27-3930/0,14-15--9779/0
BOT CHORD 26-27-0/893, 25-26=0/4444, 24-25=0/399, 6-23=-2271/0, 22-23=0/6098, 21-22=0/9059,
8-21=0/1763, 19-2D=0/1184, 18-19=0/12182,18.28-0/11304, 17-28=0/11304, 16-17=0/11304,
16-29=0/1614, 29-30-0/1614, 15-30=0/1614
WEBS 3-26=-750/0, 3-25=0/451, 5-25=-161910, 23-25=014624, 5-23-014537, 6-22=0/2538,
7-22--541/129,8-22=-2269/0,19-21=0/7890,10-21-1145/4, 10-19= 417/1291,
11 -1 9=0/5509,12-19=-6612/0, 12-18=0/7664, 13-18=0/1178, 13-16=-1661/0, 2-26=0/3628,
14-16=0/9901
NOTES-
1) Special connection required to distribute bottom chord loads equally between all plies.
2) 2-ply truss to be connected together with IOd (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-7-0 Do.
Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-2-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 Do.
Webs connected as follows: 2x4 -1 row at 0-9-0 Do, 2x8 - 2 rows staggered at 0-9-0 Do.
3) 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.
4) 2x6 DF SS bearing block 12" long silt. 15 attached to each face with 3 rows of lad (0.131 "x3") nails spaced 3" o.c. 12 Total fasteners
per block Bearing is assumed to be DF No.2.
5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
6) TOLL: ASCE 7-16; Pf-35.0 psf (Lunt DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
7) This truss has been designed for greater of min mof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
8) Provide adequate drainage to prevent water pending.
9) All plates are MT20 plates unless otherwise Indicated.
10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Continued on page 2
0
r05s
N58 ype
Y
O(4D2 Pine amok Estates
=558
BmIG
HIP GIRDER
1
2
. I l c
Inteaame C.nnnnms..mpa
,
aem, a
In coe
.bb Reference (notional)
- --"
LOAD CASE($) Standard
1) Dead + Snow (balanced): Lumber Increase=1-15, Plate Increase=1.15
Unifonn Loads (pit)
Vert: 1.2=-84, 2-5=-84, 5-11=84, 11-14- 84, 24-27- 20, 21-23= 20, 15-20=-20
Concentrated Loads (lb)
Vert: 17 312(F) 18=-8260(F) 28=-312(F) 29= 312(F) 30=312(F)
2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2- 66,2-5=-66, 5-11=-66,11-14=-66,24-27=-20, 21-23=-20,15-20=-20
Concentrated Loads (lb)
Vert: 17= 312(F) 18= 8260(F) 28=312(F) 29=-312(F) 30=-312(F)
3) Dead+ Uninhabitable Attic Without Storage: Lumber Increase-1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-2= 14,2-5- 14,5-11=-14,11-14--14, 24-27=-40, 21-23- 40, 15-20=-40
Concentrated Loads (lb)
Vert: 17=-312(F) 18=-8260(F)28=-312(F)29--312(F) 30- 312(F)
4) Dead +0.6 MWFRS Wind (Pos. Intemal) Leh: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-2=4, 2-5--9, 5-11 =20,11-14=12, 24-27=-12, 21-23= 12,15-20=-12
Horz: 1-2--13, 2-5=1, 11-14=20, 2-27-12, 14-15=18
Drag: 5-6=-0, 10-11-0
Concentrated Loads (Ib)
Vert: 17=-312(F) 18=-8260(F) 28--312(F) 29= 312(F) 30=-312(F)
5) Dead+ 0.6 MWFRS Wind (Pos. Intemal) Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=6, 2-5=12, 5-11=20, 11-14= 9, 24-27=12, 21-23- 12, 15-20=-12
Harz: 1-2--14, 2-5= 20, 11-14=-1, 2-27--18, 14-15=-12
Drag: 5-6=-0,10-11=0
Concentrated Loads (lb)
Vert: 17= 312(F) 18- 8260(F) 28=-312(F) 29-312(F) 30=-312(F)
6) Dead+ 0.6 MWFRS Wind (Neg. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-21, 2-5--27, 5-1 1=3,11-14=-6,24-27--20, 21-23- 20,15-20=-20
Horz: 1-2=7, 2-5=13, 11-14=8, 2-27-24, 14-15=6
Drag: 5-6_ 0, 10-11=0
Concentrated Loads (Ib)
Vert: 17--312(F) 18- 8260(F) 28=-312(F) 29= 312(F) 30=-312(F)
7) Dead + 0.6 MWFRS Wind (Neg. Intemal) Right: Lumber Increase-1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-2-0,2-5=-6,5-11=3, 11-14=-27, 24-27=-20, 21-23=-20,15-20=-20
Horz: 1-2- 14, 2-5=-8, 11-14=-13, 2-27=-6, 14-15=-24
Drag: 5-6---0, 10-11-0
Concentrated Loads (lb)
Vert: 17= 312(F) 18=-8260(F) 28=-312(F) 29=312(F) 30=-312(F)
8) Dead+ 0.6 MWFRS Wind (Pos. Intemal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 12=14, 2-5=20, 5-11=10, 11-14-10, 24-27- 12. 21-23=-12, 15-20=-12
Horz: 1-2= 23, 2-5= 28, 11-14-18, 2-27=7, 1415=15
Drag.: 5-6=-0,10-11-0
Concentrated Loads (Ib)
Vert: 17- 312(F) 18=8260(F) 28--312(F) 29_ 312(F) 30=-312(F)
9) Dead + 0.6 MWFRS Wind (Pos. Intemal) 2nd Parallel: Lumber Increase=1.60, Plate Increase-1.60
Uniform Loads (pit)
Vert: 1-2=4,2-5=10,5-11=10,11-14-20.24-27=-12, 21-23=-12,15-20=-12
Horz: 1-2= 12, 2-5=-18, 11-14=28, 2-27- 15, 14-15= 7
Drag: 5-6 0,1D-11-0
Concentrated Loads (lb)
Vert: 17= 312(F) 18=-8260(F)28=-312(F) 29=-312(F) 30--312(F)
10) Dead +0.6 MWFRS Wind (Pos. Intemal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.6D
Uniform Loads (pit)
Vert:1-2=14, 2-5=20, 5-11-10, 11-14=10, 24-27=-12, 21-23=-12, 15-20=-12
Horz: 1-2=-23, 2-5= 28, 11-14=18, 2-27=7, 14-15=15
Drag: 58=-0, 10-11=0
Concentrated Loads (to)
Vert: 17= 312(F) 18=8260(F) 28= 312(F) 29=-312(F) 30=-312(F)
11) Dead + 0.6 MWFRS Wind (Pos. Intemal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60
Continued on page 3
Was
rues ype
y
OM2 Pine Break Estates
2025R
801G
HIP GIRDER
1
2
Job Reference
Mehame Components, LLD, Nampa,
ID - 836e7 Casey Prechl
(optional)
ID:WcW MOD7rVgfeTe7o5ulSRyA wSyCHHOnPWOlffddtf?m4elogoPmHUlwDNrzX2niOTy9yvG
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=4,2-5=10, 5.11-10, 11-14=20; 24-27=-12, 21-23=-12, 15-20_ 12
Horz: 1-2=-12, 2-5-18, 11-14=28, 2-27=-15, 14-15=-7
Drag: 5-6=-0, 10-11=0
Concentrated Loads (lb)
Vert: 17.312(F) 18- 8260(F) 28= 312(F) 29=-312(F) 30= 312(F)
12) Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=9, 2-5=3, 5-11=-8, 11-14=-8, 24-27--20, 21-23=-20, 15-20- 20
Horz: 1-2--23, 2-5=-17, 11-14-6, 2-27=19, 14-15-4
Drag: 5-6 G, 10-11=0
Concentrated Loads (lb)
Vert: 17=-312(F) 18= 8260(F) 28=-312(F) 29=-312(F) 30= 312(F)
13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-2=-2, 2-5=-8, 5-11-- 8, 11-14-3, 24-27=-20, 21-23--20, 15-2D-20
Horz: 1-2--12,2-5=-6, 11-14=17, 2-27=-4, 14-15=-19
Drag: 5-6- 0, 10-11=0
Concentrated Loads (Ib)
Vert: 17=-312(F) 18- 8260(F) 28=-312(F) 29= 312(F) 30=312(F)
14) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase-1.15
Uniform Loads (pit)
Vert:1-2=84, 2-5=-14, 5-11- 14, 11-14= 14, 24-27= 20, 21-23--20, 15-20=-2D
Concentrated Loads (lb)
Vert: 17--312(F) 18= 8260(F) 28=312(F) 29=312(F) 30- 312(F)
15) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90
Uniform Loads (pit)
Vert:1-2=-14, 2-5=-14, 5-11=-14,11-14= 14, 24-27--20, 21.23=-20, 15-20= 20
Concentrated Loads (lb)
Vert: 17= 312(F) 18=-8260(F) 28=-312(F) 29- 312(F) 30-312(F)
16) Dead +0.75 Snow (bal.)+G.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase-1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-2- 72,2-5=-76,5-11--54,11-14=-60, 24-27= 20, 21-23=-20, 15-20=-20
Horz: 1-2=5, 2-5=10. 11-14=6, 2-27=18, 14-15=5
Drag: 5-6= 0, 10-11=0
Concentrated Loads (Ib)
Vert: 17= 312(F) 18--8260(F) 28= 312(F) 29--312(F) 30=312(F)
17) Dead +0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-2- 56, 2-5=-60, 5-1 1=-54,11-14=-76, 24-27=-20, 21-23=-20, 15-20=-20
Horz: 1-2=-11, 2-5= 6, 11-14=-10, 2-27=-5, 14-15- 18
Drag:58=-0, 1D-11=0
Concentrated Loads (lb)
Vert:17=-312(F) 18-8260(F) 28=312(F) 29=-312(F) 30=-312(F)
18) Dead+0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pIf)
Vert: 1-2=-50,2-5--54,5-11= 62,11-14=-62, 24-27=-20, 21-23=-20,15-20-20
Horz: 1-2--17, 2-5- 12, 11-14=5, 2-27=14, 14-15=3
Drag: 5-6=0, 10-11=0
Concentrated Loads (lb)
Vert: 17=-312(F) 18=-8260(F) 28=312(F) 29=312(F) 30=312(F)
19) Dead + 0.75 Snow (bal.) +0.75(0.6 MWFRS Wind (Neg. Ind) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-2=-57, 2-5= 62, 5-11= 62, 11-14=54, 24-27= 20, 21-23--20, 15-20= 20
Horz: 1-2=9, 2-5=-5, 11-14=12, 2-27--3, 14-15- 14
Drag: 5-6=0, 10-11=0
Concentrated Loads (lb)
Vert: 17=-312(F) 18=8260(F) 28=-312(F) 29=-312(F) 30=312(F)
20) Dead +0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-8,2-5=-13, 5-11=8,11-14=-8,24-27= 12, 21-23--12, 15.20=-12
Horz: 2-5=5, 2-27=16
Concentrated Loads (lb)
Vert: 17=-312(F) 18=8260(F) 28=-312(F) 29=312(F) 30=-312(F)
21) Dead +0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (pIf)
Vert: 1-2=-8, 2-5--8, 5-11=8, 11-14=-13, 24-27- 12, 21-23=12,15-20- 12
Horz: 11-14--5, 14-15=-16
Concentrated Loads (Ib)
Vert: 17= 312(F) 18--8260(F) 28=312(F) 29-312(F) 30=-312(F)
JOD
Imes lype
y
O8102 Pme &ook Estates
202558
B02
Hip
1
1
Job Reference (ophona0
P I IiaSe y rrecn[
Scale =191.9
Sx8 = 3X4 11 3x8 = US = 3x4 11 4x10 =
5,6 =
n 5 27 6 7 8 9 28 t0
8.00 12 d d
5x6 i 5X6
3 11
1 _
3x41 25 0 2 29 3X4 11
30 r
2 ZI 12 j�000i
1 19 13
A 20
T'1^
d
24 23 22 20 II 18 17 16 15 14
6x8 MT20HS= 7X8 = 3X4 11 3X4 11 5xs = 3x8 = 416 = 6X8 MT20HS=
8x12= 7x10=
9-114 14E-0 20-5-4 26.4+8 32-2-10 38-0-12 48-0-0
9-11-4 4.6% 511-4 5-11-4 5+10-2 5-102 114
Plate Offsets (X,Y)
f4
04-0 0-1-91 f10 0-3-0 0-2-31 117 0-3-B 0-2-81 119 04-00-3-41
9
LTCLL OADING (psf)
.0
SPACING- 2-0-0
CSI.
DEFL
in (loc)
Wall
Ud
PLATES
GRIP
(Roof Snow=35
Plate Gdp DOL 1.15
TC 0.53
Vert(LL)
-0.39 19-20
>999
360
MT20
220/195
TCDL 7,0
Lumber DOL 1.15
BC 0.70
Vert(CT)
-0.6019-20
>958
240
MT20HS
1651146
BCLL 0.0
Rep Stress Incr YES
WB 0.85
Horz(CT)
0.25 14
Na
n/a
BCDL 10.0
Code IR02018/TPI2014
Matrix-SH
Wind(LL)
0.1419-20
>999
240
Weight: 303 lb
FT-20%
LUMBER- BRACING
TOP CHORD 2x4 OF No.1 &Btr TOP CHORD
BOT CHORD 2x4 DF No. 1&Btr *Except*
Structural wood sheathing directly applied or 3-2-10 oc purlins, except
B2,B4:2x4 DF No.2 BOT CHORD
end verticals, and 2-0-0 oc purlins (2-9-2 max.): 4-10.
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 DF No.2 *Except* WEBS
1 Row at midpt 6-21, 9-16, 3-24, 11-14
W1,W3,W6,Wf 3,EVI,WCL2,EV2,WCR2: 2x4 DF Stud
MTTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
REACTIONS. (lb/size) 24=2661/0-5-8 (min. 0-2-13), 14=2661/0-5-8 (min. 0-2-13)
Installation guide.
Max Horz 24=194(LC 9) _
Max Uplift24=87(LC 7), 14=37(LC 6)
FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-25= 395/37, 25-26=-300/47,3-26=-295/57,3-4--3235/454,4-5=-3644/531,
5-27=-3860/531, 6-27= 3860/531, 6-7--4563/556, 7-8=-4563/556, 8-28=-4544/555,
9-28=-4544/555, 9-10=-2591/428, 10-11= 3236/455,11-29=-298/58, 29-30=-304/48,
12-30— 401/38, 2-24=-562/179, 12-14=568/181
BOT CHORD 23-24=-220/2547, 5-21=-502/152, 20-21=266/4535, 19-20=-266/4535, 8-19=-479/114,
16-17= 181/3560, 15-16=-194/2544, 14-15_ 194/2544
WEBS 4-23--403/120, 21-23=434/2527, 4-21= 1SW2173, 6-21--981/114, 6-20=0/286,
17-19=-17413386, 9-19= 132/1481, 9-17=459/90, 9-16=-1538/183, 10-16=-93/1305,
3-24=-3070/415, 11-14= 3061/413
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exteffor(2E) -2-0-0 to 2-9-10, Intedor(1) 2-9-10 to 3-1-13, Extedor(2R) 3-1-13 to 16-8-11, Intedor(1)16-8-11 to 31-3-5
, Extedor(2R) 31-3-5 to 44-10-3, Intedor(1) 44-10-3 to 45-2-6, Extedor(2E) 45-2-6 to 50-0-0 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 7-16; Pf=35.0 psf (Lunt DOL-1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise Indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.
LOAD CASE(S) Standard
rtls
rues
m33 lype
Qty
08/02 Pine Brook Estates
2025M
B03
PUbtack Base
1
1
�Meframe Co LLC Nam
,bb Reference tional
mpone pa, ID- 83687, Casey enx,g
1
54 =
8100 12 1.5x4 It 5x6 =
3x5 = 3x6 = .. 3zfi = 3x9 _ ,., 3X5 -
6-3.4 7-11-12 16-3 0 19-9.4 26.7-0 31-9-0 59-8.0
&3.4 s.<-e
Scale= 1.73.8
Plate Offsets (X,Y)- rfi
-LOADING
0-3-12 0-2-01 r9 0-3-12 0-2.01
(Pat)
LL
3 TCL5.0
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deb
Ud
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.40
Vert(LL)
-0.0812-13
>999
360
MT20 220/195
TCDL 7,g
Lumber DOL 1.15
BC 0.37
Vert(CT)
-0.1612-13
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.71
Horz(CT)
0.02 12
n/a
n/a
BCDL 10.0
Code IRC2018/TPl2014
Matrix-SH
Wind(LL)
0.0212-13
>999
240
Weight: 3051b FT=20%
LUMBER- BRACING
TOP CHORD 2x4 DF No.1&Btr TOP CHORD
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF No.2'Except- BOTCHORD
W1,EVI,WCL2,EV2:2x4 DF Stud
WEBS
REACTIONS. (lb/size) 16=2271/0-5-8 (min. 0-2-7), 20=1092/0-5-8 (min. 0-1-8), 12=912/Mechanical
Max Horz20=337(LC 7)
Max Uplift16--136(LC 7), 20= 67(LC 10), 12=-48(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-274/69, 3-4=-841/170, 4-5=-283/196, 7-22=-288/259, 22-23=-288/259,
8-23.-288/259,8-9=-288/259, 9.10--521/271, 2-20=-490/190
BOT CHORD 19-20_ 190/773, 18-19= 137/493, 17-18= 137/493, 13-14.-43/352, 12-13=-37/309
WEBS 3-19=-278/149,4-19--21/437, 4-17= 666/170,6-17--78/657,6-16=-1026/116,
7-16=-1179/191, 7-14_ 73/775,8-14=-452/126,3-20=-822/64,10-12--760/54
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc puriins (6-0-0 max.): 6-9.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-16.
1 Row at midpt 4-17, 6-16, 7-16,. 8-14, 9-14, 10-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation ouide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL-6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 10-7-11, Extedor(2R) 10-7-11 to 21-10-5, Inledor(1) 21-10-5 to
26-1-11, Extedor(2R) 26-1-11 to 35-7-7, Extedor(2E) 35-7-7 to 39-6-4 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 3x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12 except (jt=1b)
16=136.
9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11-1 and R802.10.2 and referenced
standard ANSIf fPI 1.
10) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord -
LOAD CASE(S) Standard
Was
mss ype
08102 Pir a Brook Estates
202558
B04
Piggyback Brae
1
1
mm�m, rs.,=,,,,,,,,,pip.
g87 Case p
Job Reference o onal
Pa.. Y recto
5x6 =
8.00 12
3x4 = 1.5x4 II 5,6 =
314 = 3x6 = 314 = 3x4 = 3x6 = 3x8 = 3x4 = 3x5 =
83-4 16-3-0 19-7-12 26-7-0 31-9-0 39-&0
834 -e� o-n-m
Scale - 1:73.8
Plate Offsets (X,Y) r3.0
4 0,0 2-41 r6 0-3-12 0-2-01 19 0-3.12
0-2-01
LLOOf) ADING (psf)
SPACING- 2-0.0
CSI.
DEFL
in (loc)
I/doff
Ud
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TO 0.40
Vert(LL)
-0.08 12-13
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.34
Vert(CT)
-0.1712-13
>999
240
BOLL 0.0
Rep Stress Incr YES
WB 0.65
Horz(CT)
0.02 12
n/a
n/a
BCDL 10.0
Code IRC20181TP12014
MaViX-$H
Wind(LL)
0.0212-13
>999
240
Weight: 314 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF No.1 &Btr
TOP CHORD
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF No.2 *Except*
BOT CHORD
W1,EV2:2x4 DF Stud
WEBS
SLIDER Left 2x8 DF SS -oa 6-10-11
REACTIONS. (lb/size) 2=1113/0-3-8 (min. 0-1-8), 16=2214/0-3-8 (min. 0-2-6), 12-952/Mechanical
Max Horz 2=325(LC 7)
Max Uplift2— 62(LC 10), 16--152(LC 7),12-49(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20--1164/111, 3-20=-10311138, 3.4_ 8981171, 4-5=328/198, 7-21= 329/262,
21-22— 329/262, 8-22= 329/262, 8-9= 330/262, 9-10=-552/273
SOT CHORD 2-19= 174/816, 18-19=-125/523, 17-18=-125/523, 13-14=-38/378, 12-13=-35/326
WEBS 3-19=-297/145, 4-19= 24/448, 4-17--674/174, 6-17=-80/663, 6-16=-1003/115,
7-16=-1142/188,7-14=-69/733, 8-14=-452/126,10-12=803/57
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
end verticals, and 2-0-0 oc purlins 18-0-0 max.): 6-9.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 4-17, 6-16, 7-16, 8-14, 9-14, 10-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES.
1) Wind: ASCE 7-16; Vult=115mph (3-seoond gust) Vasd=91mph; TCDL=4.2psf1 BCDL=6.0psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -2-D-0 to 1-11-10, Interior(1) 1-11-10 to 10-7-11, Extenor(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to
26-1-11, Exterior(M) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 zone; cantilever left and right exposed ; and vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except Qt=lb)
16=152.
8) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
toss
runs ype
Fly
08M nine Brook EsUses
20255a
BOS
HO
jQtY
1
1
Job Reference foatlona0
iex
Scale-1.77.0
5z8 = axe = 5x6 =
n
3x4 3x6 = _ = 3x4 = 3x4 = 1.Sx4 I � 3xe = 31
5 =
8-9-6 17-3-4 19-7-12 24-0-0. 30-8-12
8-9-6 8-5-14 2-4-e 4-4-4 6812
Plate Offsets (X V) f3
0 4 0.0 2-41 I6 0 4-0 0-1-91 18 0-3-0
a 114
0-231
LOADING (P53
TCL5.0
SPACING- 2-0-0
CSI.
DEFL In (too) I/deft Ltd
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.57
Vert(LL) -0.12 11-12 >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0,39
Vert(CT) -0.24 11-12 >989 240
BCLL 0.0
Rep Stress ]nor YES
WB 0.74
Horz(CT) 0.02 11 n/a n/a
SCDL 10.0
Code IRC201B/TPI2014
Matrix-SH
Wind(LL)-0.0211-12 >999 240
Weight: 308 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF NoA&Btr
TOP CHORD
BOT CHORD 2x4 DF No.1 &Btr
WEBS 2x4 DF No.2 `Except*
BOT CHORD
W 1,EV2: 2x4 OF Stud
WEBS
SLIDER Left 2x8 DF SS -oa 7-3-9
REACTIONS. (lb/size) 2=1107/0-3-8 (min. 0-1-8), 15=2231/0-3-8 (min. 0-2-6), 11=940/Mechanical
Max Horz 2-339(LC 7)
Max: Uplih2=-61(LC 10), 15=-129(LC 7). 11= 43(LC 6)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-1114/109, 3-19=-1007/137, 3-4= 8631157, 4-5=-623/172, 5-6=-261/218,
7-21--378/279, 8-21=-376/280, 8-9= 544/282
BOT CHORD 2-18=-181/808, 17-18=-129/482, 16-17=-129/482, 11-12= 35/339
WEBS 3-18=-332/155, 5-18— 28/490,5-16=719/183,6-16=-70/705, 6-15=-11431119,
7-15=-1097/157, 7-12=-30/333, 9-11— 772160
Structural wood sheathing directly applied or 6-0-0 oc purins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at micipt 5-16, 6-15, 7-15, 8-12, 9-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult-115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; SCDL=6.Opsf; h=25ft; Cat. il; Exp C; Enclosed; MW FRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-11-10, Intenor(i) 1-11-10 to 11-7-5, Exterior(2R) 11-7-5 to 22-10-9, Interior(1) 22-10-9 to
25-1-7, Exterlor(2R) 25-1-7 to 35-6-10, Extedor(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ABC 7-16; Pf=35.0 psi (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except Qt=lb)
15=129.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard.
LOAD CASE(S) Standard
Hip
8.00 12 5xe = 3x6 = 3x4 =
w 3x4 = 5,6 =
Scale=1:73.2
3x4 = 3x6 = 30 = 3x4 = 316 = 3x4 = 3x8 = 2x4 II
7.9.6 15-3-4 19-7-12 26-10-15 32-6-12 39.8.0
7-9fi 7-5-14 4.48 73-3
Plate Offsets (XYF f3.0
4-0.0-2-41 16.0 4 0 0 1 97 110 0-3-0
0-2-31 111 Edge 0-1-121
5-9 13
6 11-
4
LTCLL OADING (psf)
SPACING- 2-0-0
CSI.
DF-FL
in (loc)
Udefl
Ud
PLATES GRIP
(Roof Snow�5.0)
Plate Grip DOL 1.15
TC 0.62
Vert(LLI
-0.0517-19
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.30
Vert(CT)
-0.10 17-19
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.59
Horz(CT)
0.02 12
n/a
n/a
BCDL 10.0
Code IRC20181TPI2014
Matrix-SH
Wind(LL)
0.0112-13
>999
240
WeighL•291 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF No, I&Btr
TOP CHORD
BOTCHORD 2x4 DF No.1&Btr
WEBS 2x4 DF No.2 *Except*
BOT CHORD
W1,EV2:2x4 DF Stud
SLIDER Left 2x8 DF SS -ce 6-5-15
WEBS
REACTIONS. (lb/size) 2=1131/0-3-8 (min. 0-1-8), 16=2178/0-3-8 (min. 0-2-5), 12=969/Mechanical
Max Horz 2=310(LC 9)
Max Upllft2--68(LC 10), 16=-139(LC 7), 12= 57(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-1201/122, 3-20_ 1073/147, 3-21=-949/176, 4-21--736/179, 4.5=414/205,
5-6= 289/225,7-8=-390/248,8-9=-390/248, 9-10=408/255,10-22=448/224,
11-22— 631/209, 11-12=-907/188
BOT CHORD 2-19=-187/830, 18-19= 142/570, 17-18=-142/570, 13-14--77/390
WEBS 3-19=264/135, 4-19=-22/407, 4-17— 6151160, 6-17=59/623, 6-16= 944/113,
7-16_ 1183/194, 7-14=-60/735, 9-14= 518/137, 10-13=-268/92, 11-13= 16/528
Structural wood sheathing directly applied or 5-10-1 oc puffins, except
end verticals, and 2-0-0 oc pur ins (6-0-0 max.): 6-10.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-16.
1 Row at midpt 4-17, 6-16, 7-16, 9-14, 10-13, 11-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation ouide.
NOTES.
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=42psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 9-7-15, Exterior(2R) 9-7-15 to 21-1.5, Interior(1) 21-1-5 to
26-10-15, Exterior(2R) 26-10-15 to 35-6-10, Extedor(2E) 35-6-10 to 39-6-4 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 7-16: Pf=35.0 psf (Lum DOL=1.15 Plate D061.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat mot load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb)
16-139.
8) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Mae
mss YPa
y
08M2 Pine Brook Eslales
202558
B07
Hall Hp
1
1
Intetrame COmponems, LLC, Nampa,
ID- 83 7, Casey Pred,
Job Reference (optional)
f
8.00 12 5X6 =
Scale = 1:71.9
3x8 = 3x4 = 3x6 = 3x4 = 3x4 11
2x4 4x5 = 318 = 316 = 1.Sx4 II 3x6 = 3A 3x4 = 3xe =
6-95 13-3-4 19-7-12 26-3-14 32-103 39-8-0
6-95 6-5-14 B-4-8 6 8 2
10
Plate Onsets (X Y) 12.0
2 0 0 1 121 f5.0 3 0 0 231
5-65
8 9-13
LOADCING-
2-0-0
CS1
DER.
in (foe)
Well
L/d
PLATES GRIP
:BCLL
13:T
e Grip DOL 1.15
TC 0.51
Vert(LL)
-0.0411-12
>999
360
MT20 220/195
ber DOL 1.15
SC 0.25
Vert(CT)
-0.0911-12
>999
240
Stress Incr YES
WB 0.70
Horz(CT)
0,02 11
n1a
n/a
e IRC20187TP1201a
Matrix-SH
Wind(LL)
0.0311.12
>999
240
Weight: 266 lb FT=20%
LUMBER -
TOP CHORD 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF No.1 &Btr
WEBS 2x4 DF No.2 `Except'
W1,EVI,WCL2: 2x4 DF Stud
BRACING-
TOPCHORD
BOTCHORD
WEBS
REACTIONS. (lb/size) 11 =1 055/Mechanical, 19=1225/0-3-8 (min. 0-1-8), 15=1995/0-3-8 (min. 0-2-2)
Max Horz 19-327(LC 7)
Max Upliftl 1=114(LC 7), 19=-91(LC 10), 15-126(LC 7)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-1238/164,3-20=-960/192,3-21= 767/213,4-21— 6D3/226,4-5--583/240,
5-22--504/264,6-22=507/264,6-7=-541/211, 7-8= 541/197,8-9=-541/197,
2-19— 1162/262
BOT CHORD 18-19=-319/293, 17-18=-218/904, 12-13=-146/541, 11-12= 124/541
WEBS 3-17--534/137,6-17= 80/749,6-15=-1851/207,6-13=-38/773,7-13=-516/112,9-12-0/259,
9-11=-928/111, 2-18-80/756
Structural wood sheathing directly applied or 5-8-9 oc pudins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt 10-11, 3-17, 5-17, 6-15, 7-13, 7-12, 9-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation oulde
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3second gust) Vasd=9imph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. I1; Exp C; Enclosed; MWFRS
(envelope) and C-C Extenor(2E) -2-0-0 to 1-11-10, Intedor(1)1-11-10 to 7-7-15, Exterior(2R) 7-7-15 to 18-1 D-9, Interlor(1) 18-10-9 to
35-6-10, Extedor(2E) 35-6-10 to 39-64 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ca=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except of -lb)
11=114, 15=126.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
001G
ROOFSPECIAL 1'
8
5qj US
'1
3x5 =
12
Sx8 =
3x10= 8x10= 718=214=
I 5-4-15 166-6 12-0-0 20-"
5.dd5
Scale=1:50.7
Plate Offsets iX Y) f702-00501
I902004121 (100380-4-121
f120-2-40-1 ul
LOADING (psf35
TIMIL 0
SPACING- 2-0-0
CSI.
DEFL
in
(Joe)
I/deft
Ud
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC
0.43
Vert(LL)
-0.10
9-10
>999
360
MT20 2201195
TCDL 7.0
Lumber DOL 1.15
BC
0.69
Vert(CT)
-0.15
9-10
>999
240
BCLL 0.0
Rep Stress [nor NO
WB
0.92
Hom(CiT)
0.01
6
Na
n/a
BCDL 10.0
Code IRC2018fFP12014
Matrix-SH
Wind(LL)
0.03
9-10
>999
240
Weight: 409 lb FT-20%
LUMBER -
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x6 DF SS `Except'
B2: 2x4 DF Stud
WEBS 2x4 DF Stud'ExoepY
W6: 2x6 DF SS, W7: 2x4 OF No.2
REACTIONS. (lb/size) 6-394610-3-8 (min. 0-1-8), 12=8260/10echanical
Max Ho¢ 12=143(LC 5)
Max Uplift6=-91(LC 9), 12— 171(LC 8)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-" oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2--9910/247, 2-3= 5738/191, 3-4= 6176/225, 4-5_ 6358/196, 5-6=-6666/200
BOT CHORD 11 -13=-378/374,13-14=-378/374, 10-14=-378/374, 10-15--231/8179, 15-16--231/8179,
16-17=-231/8179, 9-17--231/8179, 7-8— 1225/13, 6-7=-129/5434
WEBS 2-10=-90/4750, 2-9=-4536/208,5-7=-335/143, 11-12— 8260/171, 1-11=-6822/173,
3-9— 132/3664, 3-7--74/2550, 7-9= 37/5672, 1-10=-239/8264
NOTES-
1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc, 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 00, 2x6 - 2 rows staggered 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.0psf; h-25ft; Cat. Il; Exp C; Enclosed; MW FRS
(envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) TOLL: ASCE 7-16; Pf=35.0 lost (Lum DOL=1.15 Plate DOL-1.15); Is-1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs=1.00; Ct=1.10
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 6 except (jt=lb)
12-171.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2023 lb down and 40 lb up at 2-0-0,
2023 lb down and 44 lb up at 4-0-0, 2023 lb down and 56 lb up at 6-0-0, and 2023 lb down and 46 lb up at 8-0-0, and 2023 It, down and
46 Ito up at 10-0-0 on bottom chord. The designtselection of such connection device(s) Is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Continued on page 2
C01G IROOF SPECIAL
LOAD CASE(S) Standard
Uniform Loads (pIQ
Vert: 1-3=-84, 3-6=-84, 8-11=-20, 6-7=-20
Concentrated Loads (lb)
Vert: 13=-2023(B)14= 2023(B)15= 2023(B) 16--2023(8)17=-2023(B)
Job
N8sTruss
Type
oaN2 Pine Brook Estates
202558
D01
HW RiP
1
1
Irrtehama r mmmz i i r u�=.m
m. aaaa> nee„ o.e,.,.
Job Reference o tional
5x6 =
m
kR;B
Scale. 1.70.7
3x5 = 3x6 = 3x4 = 3x4 = 3x6 = 2x4 11
2x4 11 US = 1.5x4 II 3xS = 3x4 = 3x6 = 3x5 = 3x4 = 3x5 =
7-3-4 13-8-5 19-7-12 26-6-6 32-11-7 39-8-0
7-3d 5-5-1 c.�t->
Plate Offsets(X.Y) r2.0-3
0.0 1 121 f3 0 3 0 0-2-31
LOADING(psla5
TOLL 0
SPACING- 2-0-0
CSI.
DEFL
in (too)
I/dell
Ud
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.67
Vert(LL)
-0.0418-19
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1A5
BC 0.25
Vert(CT)
-0.0918-19
>999
240
SCLL 0.0
Rep Stress Incr YES
WB 0.77
Horz(CT)
0.02 11
n/a
n/a
BCDL 10.0
Code IRC2018/iP12014
Matrix-SH
Wind(LL)
0.0112-13
>999
240
Weight: 2211b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF No.1&Btr
TOP CHORD
BOTCHORD 2x4 DF No.1&Str
WEBS 2x4 OF Stud `Except'
BOT CHORD
W2, W4, W 6, W8, W 10: 2x4 OF No.2
WEBS
REACTIONS. (lb/size) 11=888/Mechanical, 19=1055/0-3-8 (min. 0-1-8). 15=2332/0-3-8 (min. 0-2-8)
Max Horz 19=198(LC 9)
Max Upliftl 1--77(LC 6). 19=-71(LC 10), 15- 179(LC 7)
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-10.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt 4-15, 8-11
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-960/147,3-20=-778/176, 3-21=-652/216, 4-21=-654/216, 4-5= 47/473, 5-6--555/122,
6-7=-555/122, 7-8=-720/129, 2-19= 990/279
BOT CHORD 18-19= 224/363,17-18= 106/443, 16-17=106/443, 15-16=-106/443, 14-15- 355/80,
13-14=-355/80,12-13=-94/555, 11-12=-99/720
WEBS 4-18=-35/274, 4-15=-1257/137,5.15=-1339/179,5-13=-75/1206, 7-13--663/129,
8-11=917185, 2-18=-67/380
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.opsf; h=25ft; Cat II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-11-10, Exterior(2R) 1-11-10 to 12-10-9, Interior(1) 12-10-9 to 35-6-10, Extedor(2E) 35-6-10 to
39-6-4 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 7-16; Pf=35.0 Pat (Lunt DOL=1.15 Plate DOL=1.15); 1s=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1,00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 11, 19 except (t=lb)
15=179.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
0
Was
N56 ype
Y
08a2 Pine Brock Estates
20255E
DO1G
Half Hip Girder
1
1
Inuaf a UWWWms. uG. N==
I0-aara7. r w P
Job Reference (optional)
8.0(
4x5 <
,15�
19
2x4 II
Scale. 1:70.7
5x6 — 3x4 5,6 = 416 = US = 3x4 = Sx8 WB= 3x4 =
=
18 37 38 39 17 40 16 42 15 q3
US = 5X6 = 3x6 = 5x6
14 4413 45 46 47 1248
3x6 = 1.5x4 II 3x4 =
49 50 1
3x5 =
5-1
t-4 12-7-8 19-7-12 26-0-0 32-8-4 39-8-0
5-11-4 8-8-4 ZM1d
_Plate Offsets (X Y)f2.0
2 0 0 1 121 f3.0 3 0 0 231 ffi 0-3
0 Edge] 19 0-4-0 Edpel
f 10'Edpe 0 1 81
LOADING (ps350
TOLL
SPACING- 2-0.0
CSI.
DEFL
in (loc)
Vdefl
L/d
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.96
Vert(LL)
-0.08 11-12
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.56
Ven(CT)
-0.1711-12
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.99
Horz(CT)
0.03 11
Ma
We
BCDL 10.0
Code IRC2018/TP12014
Matdx-SH
WincILL)
0.0312-13
>999
240
Weight:2111b FT-20%
LUMBER-
BRACING
TOP CHORD 2x4 DF No.1 &Btr
TOP CHORD
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 OF Stud *Except*
BOT CHORD
W2,W4,W6,W8,Wl0: 2x4 OF No.2
WEBS
OTHERS 2x4 DF Stud
REACTIONS. (lb/size) 11=1662/Mechanical, 19-1481/0-3-8 (min. 0-1-9), 15=419410-3-8 (req. 0-4-8)
Max Hom 19=169(LC 5)
Max Upliftl l— 290(LC 4), 19=-151(LC 8), 15— 676(LC 5)
FORCES. (lb) - Mu. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-1592/184, 3-20=-1212/199, 20-21-1215/200, 21-22--1216/200, 4-22=-1220/201,
4-23= 1083/210, 23-24-1083/210, 24-25=-1083/210, 5-25-1083/210, 5-26= 183/1105,
6-26=-183/1105, 6-27=-1 Ball 105, 27-28— 18311105, 7-28=-1 Ball 105, 7-29--1495/304,
29-30--1495/304, 30-31 =-I 495/304, 8-31=-1496/304. 10-11-514/197, 2-19-1413/191
BOT CHORD 18-37-232i1083, 37-38-232/1083, 38-39--232/1083, 17-39--232/1083, 17-40=-925/146,
40-41=-925/146, 16-41-925/146, 16-42= 925/146, 15-42=-925/146, 15-43-216/980,
14-43 216/980,14-44=-216/980, 13-44=-216/980, 13-45=-216/980, 45-46=-216/980,
46-47=-216/980, 12-47-216/980, 12-48-287/1495, 48-49=-287N495, 49-50=-287/1495,
11-50=-287/1495
WEBS 3-18=-9/316,4-17-1121/379,5-17=-393/2453,5-15-2368/571,7-15=-2591/424,
7-13=0/454, 7-12=-86/629, 8-12= 57/330,8-11--1752/308, 2-18-185/1110
Stnuctural wood sheathing directly applied or 5-0-1 oc purlins, except
and verticals, and 2-0-0 oc purlins (4-3-8 max.): 3-10.
Rigid ceiling directly applied or 6.0.0 oc bracing.
1 Row at midpt 7-15, 8-11
MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation ouide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 pat (Lum DOL=1.15 Plate DOL=1.15); I6=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 pat on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This twss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) WARNING: Required bearing size at joint(s) 15 greater than input bearing size.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 11=290,
19=151,15=676.
9) This truss is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI?PI 1.
10) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on page 2
W"
Wes ype
y
Oa/02 Pine Brook Estates
20
001G
Half Hip Girder
1
1
Intehama Comoenenh_ LLG Nano:
Job Reference ODaI
-• -- ----' • -- ^ • o.ary s sep ra zveu Mn ek lntlueales, Inc. Pd Dec 11 17:05:132020 Page 2
NOTES-
ID:WCW _MOD7rVgfeTe7o5utSRYAO-ZPgkoXwwh4py3Vw4n9WCKKvmCJSaloWjvhLpmygW4
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 99 lb up at 5-11-4, 147 lb down and 93 lb up at 7-5-4,
147 lb down and 93 to up at 9-5-4, 147 lb down and 93 lb up at 11-5-4, 147lb down and 93 Ito up at 13-5-4, 147lb down and 93 lb up at 15-5-4, 147 lb down and 93 lb up at
17-5-4, 147 lb down and 93 lb up at 19-5-4, 147lb down and 93 lb up at 21-5-4, 147 lb down and 93 lb up at 23-5-4, 147lb down and 93 lb up at 25-5-0, 147 lb down and 93
It, up at 27-5-4, 147 It, down and 93 He up at 29-5-4, 147lb down and 93 lb up at 31-5-4, 147 lb down and 93 lb up at 33-5-4, 147lb down and 93 lb up at 35-5-4, and 147 lb
down and 93 lb up at 37-5-4, and 172 lb down and 90 lb up at 39-6-4 on top chord, and 59 to down at 2-0-0, 62 to down at 4-0-0, 66 lb down at 6-0-0, 66 lb dawn at 7-5-4,
66 lb down at 9-5-4, 66 lb down at 11-5-4, 66 lb down at 13-5-4, 66 lb down at 15-5-4, 66 lb down at 17-5-4, 66 lb down at 19-5-4, 66 lb down at 21-5-4, 66 lb down at
23-5-4, 66 lb down at 25-5-4, 66 lb down at 27-5-4, 66 lb down at 29-5-4. 66 lb down at 31-5-4. 66 Ito down at 33-5-4, 66 lb down at 35-5-4, and 66 lb down at 37-5-4. and
85 lb down at 39-6-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase-1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1.2=-84, 2-3=84, 3-10=-84, 11-19= 20
Concentrated Loads (lb)
Vert: 3=-196(B) 10=-155(B) 11--53(B) 18_ 43(8) 5=-117(B) 15=-43(B) 14=43(B) 20=-117(B) 21--117(B) 22=-117(B) 23=-117(B) 24= 117(8) 25- 117(B) 26=-117(B)
27=-117(B) 28_ 117(B) 29=-117(B) 30=-117(B) 31--117(B) 32=-117(B) 33=-117(B) 34= 117(B) 35=-72(B) 36=-29(B) 37=-43(B)38=-43(B) 39=-43(B) 40=-43(8)
41--43(B) 42=-43(B)43--43(B) 44=-43(B)45--43(B) 46=43(B)47=43(11)48=-43(B) 49=-43(B) 50-43(B)
Alas
Nea ypa
y
OU2 Pine [Look Estates
202558
D02
HaB Hip
1
1
Inteframe Components. LLC. Nampa
ID-93ae7. Cazev Pma.t
Job Reference (optional)
19
&D0 12 _
3x4 =
3x8 = 3x8 =
Scale-1:71.9
3x4 = 3x4 II
2x4 4x5 = 3x8 = 3t6 3x4 1.50 II 3x4 = 3x5 =
3x6 =
10
(psf)
TCLADING
5.0
SPACING-
2-0.0
CSI,
DER.
in (too)
I/defl
Vd
PLATES GRIP
(Roof Snow-35.0).
Plate Grip DOL
1.15
TC 0.60
Vert(LL)
-0.09 15-17
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
SC 0.3D
Vert(CT)
-0.17 15-17
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.44
Horz(CT)
0.01 11
n/a
n/a
BCDL 10.0
Code IRC2018/TP12014
Matrix-SH
Wind(LL)
-0.0311-12
>999
240
Weight: 2481b FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4 DF No.1&Btr
TOPCHORD
BOT CHORD 2x4 OF No.1 &Btr
WEBS 2x4 DF No.2 *Except'
BOT CHORD
W1,W2,EVI,WCL2: 2x4 OF Stud
WEBS
REACTIONS. (lb/size) 11=900/Mechanical, 19=1071/0-3-8 (min. 0-1-8), 15=2304/0-3-8 (min. 0-2-7)
Max Hom 19=284(LC 9)
Max Uplift11=-88(LC 6), 19=-80(LC 10), 15= 170(LC 7)
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc pudins (6-0-0 max.): 5-10.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt 10-11, 5-17, 6-15, 7-15, 9-12, 9-11
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-10091146, 3-20= 877/170, 3-4=-650/193, 4-5= 511/205, 5-21=-433/228,
6-21--436/227,6-7=-36/297,7-8=-523/163, 8-9=-523/163,10-11=-254/82,2-19=-1014/248
BOT CHORD 18-19= 267/219, 17-18=-1827730, 14-15--109/323, 13-14=-109/323, 12-13=-109/323,
11-12=-106/523
WEBS 3-17=411/121,6.17=-77(793,6-15=-1262/217, 7-15=-1095179, 7-12--4/309, 9-11=-774/84,
2-18--79/659
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 5-7-15, Extedor(2R) 5-7-15 to 16-10-9, Interior(1) 16-10-9 to
35-6-10, Extedor(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TOLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non-concument with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11, 19 except (jt=lb)
15=170.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/1-PI 1.
9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
Was
Ales ype
y
08/02 Pine Brook Estates
202558
D03
Hoff Hip
1
1
Intelmme COmOonenle: LLC. Nampa
ID-a3897. (:xcwv Prwrl,r
.lob Reference Onal
l
5x6 =
Scale=1:70.7
US 3x4 = 3x6 = 1.5x4 I[ 3x8 = 2x4 11
3x8 = 3x8 — 1.5x4 II 3x4 = 34 = We = ISM 11 3x5 —
9-3-4 15-3-8 19-7-12 27-4-0 33+1.4 39.8-0
9-3-4 6-n.d a-w.x
Plate Offsets fXY1 130400241
I40300231
(Ps3)5.0
TOLL
SPACING 2-0-0
CSI.
DEFL..
to
(loc)
I/deFl
L/d
PLATES GRIP
(Roof Snow-35.0)
Plate Grip DOL 1.15
TO 0.43
Vert(LL)
-0.08
2-18
>999
360
MT20 220/195
TOOL 7.0
Lumber DOL 1.15
BC 0.41
Vert(CT)
-0.17
2-18
>999
240
BOLL 0.0
Rep Stress Mor YES
WB 0.42
Horz(CT)
0.02
11
n/a
n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Wind(ILL)
0.0111-12
>999
240
Weight: 251 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 OF No.1 &Btr
TOP CHORD
ROT CHORD 2x4 OF No.1&Btr
WEBS 2x4 OF Stud `Except'
BOT CHORD
W3,W5,W7,W9,W11: 2x4 DF No.2
SLIDER Left 2x8 OF SS -as 6-0-9
WEBS
REACTIONS. (lb/size) 11=894/Mechanical, 2=105710-3-8 (min. 0-1-8), 15=2328/0S-8 (min. 0-2-8)
Max Horz 2=229(LC 9)
Max Upliftl l— 83(LC 6), 2= 66(LC 10), 15=-196(LC 7)
FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-1052/180, 19-20=-970/189, 3-20=-849/203, 3-4= 773/194, 4-21— 557/207,
5-21=-557/207, 5-6-771395, 6-7= 503/124, 7-8=-503/124, 8-9=-503/124
BOT CHORD 2-18-168/740, 12-13= 89/566, 11-12--89/566
WEBS 3-18=-267/142, 5-18— 56/491, 5-15= 1166/165,6-15--1236/164, 6-13=-53/925,
8-13--4881119, 9-12=0/254, 9-11— 830/85
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purins (6-0-0 max.): 4-10.
Rigid ceiling directly applied or to-" oc bracing, Except:
6-0-0 oc bracing: 13-15.
1 Row at midpt 5-15, 6-15, 9-13, 9-11
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd-91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 3-7-15, Exterior(2R) 3-7-15 to 14-10-9, Interior(1) 14-10-9 to
35-6-10, Exterior(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TOLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct-1.10
3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2 except at=lb)
15=196.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
mas mss ype y 002 Pine Brook Estates
202558 101 Piggyback Base 1 1
ft tetrame ComponanK LLC Nampa, ID Main Casey Precht Job Reference (optional)
aA10 a s P 14 m0 MTek IncO es, Inc. Fri Dee 11 17.05:16 2020 Page 1
z-sa
ID:WcW MOD7rVgfeTa7o5ulSRyA_O-_MtRZzp_?BXwzef714JxyXNAXR9E9SA tw?05y9W1
11
-zu-u t-4.8 9-4-4 183.0 7-6- 247-12 31-9-0 3 39.8.0
2-00 1-0-a 610-12 6.10-12 1 7-1i 7-1-4 17-0 8<-0
1-0
5x6 =
8.00 12 4X5 = 3X8 = 5x10 O
24 23 . -
4x5 = 3x8 = 18 17 16 15 3x5 =
3x6 = 4X6 = 3X4 11 Us = 2X4 11
718 = 4X8 =
2-5.8 9-44 16.3-0 7r . 24712 31-9-0 39.8-0.
2-5-8 640-12 6-10-12 7
Scale = I M.1
Plate Offsets (X.Y)-- f3:0-4-0.0-1-121
p0-3-12 0-2-01
f10.0-2-8
0-2-81
f140-6-0 0-4-81
-1-4 7-1-4
f 190-6d 0 4 81 (22 0 2-8 0 0-41
1-7-0
6-4-0
LOADING (psf)
TCLL 35.0
SPACING 2-0-0
CSI.
DEFL
in (loc)
I/dell
Ud
PLATES GRIP
(Roof Snow-35.0)
Plate Grip DOL 1.15
TC
0.60
Vert(LL)
-0.14 19
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC
0.69
Vert(CT)
-0.23 21-22
>999
240
BCLL 0.0
Rep Stress Incr YES
WB
0.99
Horz(CT)
0.16 13
n/a
We
BCDL 10.0
code IRC20187TPI2014
Matrix-SH
Wind(LL)
0.0621-22
>999
240
Weight: 328 lb FT=20%
Lumiss
TOP CHORD 2x4 DF No.t&Btr
BOT CHORD 2x4 DF No.1 &Btr `Except`
BRACING -
TOP CHORD
Structural wootl sheathing directly applied or 3-2-12 oc puriins, except
B2,B4,B6:2x4 DF No.2
BOT CHORD
end verticals, and 2-0-0 vc pudins (4-4-3 max.): 7-10.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 DF No.2'Excefer
W1,W2,W3,W4,W8,W 13,EV1,WCL2,EV2: 2x4 DF Stud
9-10-15 oc bracing: 21-22
6-0-0 oc bracing: 15-16,14-15.
WEBS
1 Row at midpt 5-20, 8-20, 9-17, 9.16
2 Rows at 1/3 pts 11-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS (lb/size) 24=2233/0-5-8 (min. 0-2-6), 13=2043/0-5-8 (min. 0-2-3)
Installationuide.
Max Horz24=325(LC 7)
Max Upli024=-97(LC 10), 13--26(LC 11)
FORCES. (Ib) - Max. Comp./Max, Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-250/108, 3-25_ 3072/266, 4-25=-3030/270, 4-5=-3045/371, 5-26=-2382/385,
6-26=-2300/390, 6-7=-2203/414, 7-8=-1819/412, 8-27= 1876/421, 9-27- 1876/421,
9-28=-1094/345, 10-28=-1094/345, 10-11=-1466/443, 2-24--591/246, 12-13=-277/175
BOT CHORD 23-24=-266/1139, 22-23=-306/1412, 4-22=-341/151, 21-22=-455/2934, 20.21= 257/2406,
19-20=-197/1873, 16-17=-146/1656, 11-14=-113/516, 13-14--65/1148
WEBS 3-23--1583/357, 3-22--422/2962, 4-21=615/202, 5-21=0/362, 5-20- 779/172,
7-20= 7B/905,8-20=-379/192,17-19--163/1513, 9-19--86/422, 9-16=-10681129,
14-16= 54/1370, 10-14=454/346, 3-24=-1987/102, 11-13=-2056/159
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to
26-1-11, Extedor(2R) 26-1-11 to 35-6-10, Exterior(2E) 35-6-10 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60
2) TCLL: ASCE 7-16; Pf-35.0 psf (Lum DOL-1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs-1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 24, 13.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.1 D.2 and referenced
standard ANSVFPI 1.
8) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
o
runs
runs ype
Y
0&N2 Pine Brook Fsgles
2a2558
J01G
Common Gkder
1
job Reference (optional)
Intelrmne 0omoonems. LLC. Nampa.
ID- a3697. Camv Pm t
3x5 -
8.00 F12 4x6 II
ox,c — am = 4x10 MT20HS= As = 5x12 =
ex10 =
7-2-12 14-2-0 i 21-1-4 284-0
Scale - 1:65.1
Plate Offsets (X Y) 12.0-3
7-2-12
7 Edcel f7 0 3 7 Edpel 19 0-1-0
0-1-81
6-11-4
f11 0-6-8 0-2-81
to.0-4 0 0 4-121
611.4
f14 0-5-0 0-4 121
T212
f15 0 4-0 0-4121
f16 0-6 8 0-2-81
(psf)
UOAD5.0
TCL
SPACING- 2-0-0
CSI.
DEFL
in (loc)
I/defl
Ltd
PLATES
GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.49
Vert(LL)
-0.21 14-15
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.87
Ven(CT)
-0.31 14-15
>999
240
MT20HS
165/146
BCLL 0.0
Rep Stress Incr NO
WB 0.88
Horz(CT)
0.07 11
n/a
n/a
BCDL 10.0
Code IRC201S/TP12014
Matrix-SH
Wind(LL)
0.0912-14
>999
240
Weight: 407 lb
FT.20%
LUMBER-
BRACING
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x6 DF SS
TOP CHORD
Structural wood sheathing directly applied or 43-12 oc punins, except
WEBS 2x6 OF SS "Except*
BOT CHORD
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
W1,W2,W3,W5,W6:2x4 DF No.2, W4,W7,WCL2,WCR2:2x4 DF Stud
WEBS
1 Row at midpt 2-16,7-11
REACTIONS. (lb/size) 16=6748/(0-3-8 + bearing block) (req.0-3-10),11=6761/(0-3-8+bearing block)
(req. 0-3-10)
Max Horz 16— 243(LC 4)
Max Upliftl6=-655(LC 8), 11=-710(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1789/270, 2-3— 8964/882, 3-4--6777/709, 4-5=-6668f721, 5-6_ 67791723,
6-7=9160/1015, 7-8=-1360/226, 8-9_ 1534/206, 1-16--1159/188, 9-11=-1255/205
BOT CHORD 16-17= 686/7034, 17-18=-686/7034, 15-18=-686/7034, 15-19=-580/6592, 19-20= 580/6592,
20-21= 580/6592, 14-21— 580/6592, 14-22--588/6697, 13-22=-588/6697, 13-23=-588/6697,
23-24=-588/6697, 12-24=-588/6697, 12-25— 687/7154, 11-25=-687/7154
WEBS 5-14=-718/7018,6-14=-2109/403, 6-12=-427/2816, 7-12— 169/801, 3-14-1918/292,
3-15= 255/2538, 2-15=-183/665. 2-16=-7481 /592, 7-11= 7963/773
NOTES-
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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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 (8), unless otherwise indicated.
3) 2x6 DF SS bearing block 12" long at #. 16 attached to each face with 3 rows of 10d (0.131 "x3") nails spaced 3" o.c. 12 Total fasteners
per block. Bearing is assumed to be DF No.2.
4) 2x6 DF SS bearing block 12" long at jt. 11 attached to each face with 3 rows of 10d (0.131 "x3") nails spaced 3" c.c. 12 Total fasteners
per block. Bearing is assumed to be DF No.2.
5) Wind: ASCE 7-16; Vuft=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60
6) TCLL: ASCE 7-16; Pf-35.0 psf (Lum DOL-1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
7) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
8) All plates are MT20 plates unless otherwise indicated.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
10) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=655
, 11=710.
12) This truss is designed in accordance with the 2018 international Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
Continued on page 2
mas
rues ype
Y
0a/02 Pine Brook Estates
202558
rIrteh
J01G
common Girder
1
2
a Comeoreme_ ur.. nlamne
m-aua� r•.�„ anti,
.bb Reference Dual
c.4 w s aep 14 eoau muea inoosmes, Inc. Po Dec 1117:05-192020 Page
NOTES,
ID:WcW_MOD7rVgfeTe7o5utSRyA Q-OZ773a7hHwZ6nOND80dOZb9w8k01 RX_dgr8fo0y9yv_
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 756 lb down and 129 lb up at 3-0-0, 675 lb dawn and 150 lb up at 5-0-0,
892lb down and 68 lb up at 7-0-0, 932 lb down and 69 lb up at 9-0-0, 920 lb down and 63 lb up at 11-0-0, 949lb down and 771b up at 13-0-0, 1035 lb down and 134 lb up
at 15-0-0, 880 Ito down and 108 lb up at 17-0-0, 874lb down and 103 lb up at 19-0-0, and 868 lb down and 97 lb up at 21-0-0, and 16421b down and 311 lb up at 22-4-0 on
bottom chord. The designtselection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-5--84, 5-9= 84, 9-10=-84,11-16= 20
Concentrated Loads (lb)
Vert: 12=868(B) 15= 892(B) 17= 756(B) 18= 675(B) 19=-932(B) 20= 920(B) 21--949(B) 22= 1035(B) 23=-880(B) 24=-874(B) 25=-1642(B)
Jet)
I RUMS IIIype
y
08/02 Pine Brook Fstatm
202558
JOtS
GABLE
1
1
Intefreme Comoanents. LLC tJanxia.
In -aaaal r �„ a,wen
Job Reference (optional)
8.00 FIT Sx6 =
I�
23 22 21 20 191817 16 15 14 13 12 11 10
3x6 =
9-6-8 t2-&8 18-9-e 28-4-0
9-6-8 3-2-0 6-1-0
Scale = 1:65.5
_Plate Offsets (X.Y)
0 2-8 0-0 41 f5 0 2 0 0-0 01 f6 0 2-8
0-0-41
122 0-4-0 0-2-01
f27 0 1 9 0 1 O1
968
LOADf3
(P
MILLING
35.0
SPACING. 2-0-0
CSI.
DEFL
in (loc)
III
L/d
PLATES GRIP
(Roof Snow-35.0)
Plate Grip DOL 1.15
TC 0.52
Vert(ILL)
-0.15 24-25
>998
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.44
Vert(CT)
-0.31 24-25
>492
240
BCLL 0.0
Rep Stress Incr YES
WB 0.45
Horz(CT)
0,01T
,01 10
"a
We
BCDL 10.0
Code IRC20t8/TPI2014
MaMx-SH
Wind(LL)
0.0124-25
>999
240
Weight: 2831b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF No.t&Btr TOP CHORD
BOT CHORD 2x4 DF No, I&Btr
Structural wood sheathing directly applied or 6-0-0 oc puriins, except
WEBS 2x4 DF Stud "Except* BOT CHORD
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
W1,W3,WCL2,WCR2:2x4 DF No.2 WEBS
1 Row at midpt 5-17, 3-25, 6-10
OTHERS 2x4 DF Stud "Except"
ST1,ST21:2x4 DF Ne.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 15-7-8 except (t=length) 25=0-3-8, 23=0v'-8.
Installation guide.
(Ib) - Max Horz25=254(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 25, 23 except 17= 140(LC 11), 10_ 105(LC 11)
Max Grav All reactions 260 lb or less at joints) 22, 21, 19, 18, 16, 15, 14, 13, 12, 11, 23 except 17=1286(LC 1),
25=1122(LC 1), 10=583(LC 1)
FORCES. (II - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-434/137, 3-0=-852/261, 4-5=-668/275, 7-8— 295/151, 2-25--617/240, 8-10= 533/258
BOT CHORD 24-25=-99f781, 23-24— 42/331, 22-23=-42/331, 21-22=-42/331, 20-21=-42/331,
19-20=42/331, 18-19=.42/331, 17-18= 42/331
WEBS 5-17--864/44, 6-17=-534/251,.5-24=-115/652, 3-24=-473/240, 3-25--661/61
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-2-0, Extedor(21`1) 11-2-0 to 17-2-0, Interior(1) 17-2-0 to 27-4-0.
Exterior(2E) 27-4-0 to 30-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 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 ANSVTPI 1.
3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4) This truss has been designed for greater of min roof live load of 16.0 lost or 1.00 times flat roof load of 35.0 psf on overhangs
nonconcumem with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 25, 23 except at -lb)
17-140,10=105.
9) This truss Is designed in accordance with the 2018 International Residential Code sections R50Z11.1 and R802.10.2 and referenced
standard ANSIRPI 1.
LOAD CASE(S) Standard
fuss
m5a ype
0er02 Pine Brook Estaw
202556
K01
Roof spacial
1
INeheme Components. LLG. Nampa
m - 63aa7. Carav P Al
Job Reference o Hgnal
45 =
1.5x4 11 4x8 =
1 &4-15 l 11-9-4 120 20.6-0 i
5.4 1F a.n-c
Scale=1:46.9
Plate Offsets fX Y) r1.0
1 12.0 0-11 17 0 2 0 0 1 61
f)
LTOLL OADING (psf)
SPACING- 2-0-0
CSI.
DEFI..
in
(loc)
WellUd
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.27
Vert(LL)
-0.11
7-8
>951
360
MT20 220/195
TOOL 7.0
Lumber DOL 1.15
BC 0.33
Vert(CT)
-0.23
7-8
>465
240
BCLL 0.0
Rep Stress Incr YES
WB 0.46
HOrz(OT)
0.01
7
n/a
n/a
BCDL 10.0
Code IRC2018/TP12014
Matrix-SH
Wind(LL)
0.01
7-8
>999
240
Weight:1121b FT-20%
LUMBER. BRACING
TOP CHORD 2x4 OF No.1 &Btr TOP CHORD
BOT CHORD 2x4 OF No.1&Btr *Except* BOT CHORD
132: 2x4 OF Stud
WEBS 2x4 OF Stud *Except'
W2,W4:2x4 OF N0.2
SLIDER Lek 2x8 OF SS-ce3-4-5
REACTIONS. (lb/size) 1=503/0-5-8 (min. 0-1-8),7=324/0-3-8 (min. 0-1-8),9=1284/0-5-8 (min. 0-1-8)
Max Horz 1=160(LC 7)
Max Upilftl=-45(LC 10), 7=-60(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2--537/112, 2-3=-350/130, 5-12=0/262, 6-7-262/152
BOT CHORD 1-10= 92/382, 9-10=-92/382, 8-9=-530/169
WEBS 3-10=0/256, 3-9- 536/141, 4-9--421/0, 6-8=-385/141
Structural wood sheathing directly applied or 6-0-0 oc puriins
Rigid ceilingdirectly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 8-9.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-6-5. Exterior(2R) 7-6-5 to 13-6-5, Interior(1) 13-6-5 to 17-4-4,
Exterior(2E) 17-4-4 to 20-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.
5) This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
0
rllss
N55 ypB
OBW Pore Bmok Estates
202558
K018
GABLE
1
1
Imtekeme Comoanents. LLn. Nemos.
In-a36H7. r v Prm t
Job Reference o tlonal
M
Sx16 =
4x5 II
15 14 13 12 11 10
5-4-15 12-0-0 20-6.0
5-415 1
Scale = 1:53.5
Plate Offsets (XY) 12.0
-(psf)
2 0 0 1 121 f4 O 8 0 0-2 81 MO-2-
0-1-81 117 0-9-0 0-3-141 f17 0-3 0 0 2 Ol 119 O 1 12 0 1 Ol
T5.0
SPACING- 2-0-0
CSL
DEFL
in
floc)
Well
Lid
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.36
Vert(LL)
-0.11
7-9
>930
360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.38
Vert(CT)
-022
7-9
>471
240
BCLL 0.0
Rep Stress Incr YES
WB 0.27
Horz(CT)
0.01
7
n/a
n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Wind(LL)
-0.02
7-9
>999
240
Weight: 167 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr `Except'
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
B2: 2x4 DF Stud
WEBS 'Except-
BOT CHORD
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
2z4 DF Stud
10-0-0 oc bracing: 7-9.
W2,W 11: 2x4 DF No.2
OTHERS 2x4 DF Stud
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 12-0-0 except Qt=length) 7=0-3-6.
Installationuide.
(Ib) - Max Hom 15=-189(LC 8)
Max Uplift All uplift 100 Ito or less at joint(s) 15, 7,
14, 13 except 10=-374(LC 11)
Max Grav All reactions 250 Ib or less at join(s) 11,
12 except 15=488(LC 1). 9=497(LC 21).
7-580(LC 1). 14=464(LC
1), 10=460(LC 1), 10=460(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-7=-352/123, 2-15= 440/184
BOTCHORD 9-10--214/581
WEBS 3-14=-049/123, 6-9=-339/112, 4-10--304/1
NOTES-
1) Wind: ABC 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-6-5, Exterior(2R) 7-6-5 to 13-6-5, Interior(1) 13-6-5 to 19-6-0,
Exterior(2E) 19-6-0 to 22-6-0 zone; cantilever left and right exposed ; and 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) Truss designed for wind loads in the plane of the from 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL-1.15); Is-1-0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
8) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 7, 14, 13 except
(It=lb) 10-374.
10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Ley -In Gable
14.42 12 //
3,6 =
41 40 39 36 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4 \\
3x4 = 5x6 = 3x6 =
Scale=1:65.4
_Plate Offsets fX Y) r4
0 3 D Edoe1 15 0 2 11 Edgel ri7 0-2-11 Edoel
f33 0-0-0 0-3-01
LOADING (pst)
TCLL 35.0
SPACING- 2-0.0
CSL
DEFL
in (loc)
I/defl
L/d
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TO
0.45
Vert(LL)
rVa -
n/a
999
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
SC
0.17
Vert(CT)
n1a -
n/a
999
BCLL 0.0
Rep Stress Incr YES
WB
0.16
Horz(CT)
0.01 22
n/a
n/a
BCDL 10.0
Code IRC2018/rP12014
Matrix-SH
Weight: 323 lb FT=20%
LUMBER -
TOP CHORD 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF No.2
OTHERS 2x4 DF No.2 *Except`
ST2,ST3,ST4: 2x4 DF Stud
BRACING-
TOPCHORD
BOTCHORD
WEBS
REACTIONS. All bearings 33-7-14.
(lb) - Max Hom 41=-337(LC 6)
Max Uplift All uplift too lb or less at joints) 41, 32, 24, 26, 28, 29, 31, 40, 39. 38,
37, 36, 35, 34. 33 except 22=-188(LC 9), 23= 101(LC 11), 25=-110(LC 11),
27.-104(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 41, 32, 23, 24, 25, 26, 27, 28, 29,
31, 40, 39, 38, 37, 36, 35, 34, 33 except 22=314(LC 6)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 18-19= 264/197, 19-20=-281/196, 20-21=-340/242, 21-22=-407/291
BOT CHORD 40-41=-193/277, 39-40= 193/277, 38-39=-193/277, 37-38=193/277, 36-37=-19W77,
35-36--193/277,34-35=-193/277,33-34- 193/277,32-33=-193/276, 31-32.-193/276,
30-31- 193/276,29-30 193/276,28-29=-193/276,27-28= 193/276, 26-27= 193/276,
2526=-193/276, 24-25- 193/276, 23-24=-193/276, 22-23=-193/276
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4, 5-17.
Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 40-41,39-40,38-39.
1 Row at midpt 1-41, 11-32, 18-26, 16-27, 15-28, 13-29,
12-31, 2-40, 3-39, 4-38, 6,37, 7-36, "5,
9-34, 10-33
M7ek recommends that Stabilizers an required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide-
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCOL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extenor(2E) 0-1-12 to 3-6-2, Interior(1) 3-6-2 to 5-9-12, Exterior(2R) 5-9-12 to 10-0-0, Interior(1) 10-0-0 to 20-11-13,
Extedor(2R) 20-11-13 to 27-7-14, Interior(1) 27-7-14 to 29-11-12, Extedor(2E) 29-11-12 to 33-4-2 zone; cantilever left and fight exposed ;
end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 lost (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Ca=1.00; Ct=1.10
3) Provide adequate drainage to prevent water ponding.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 32, 24, 26, 28, 29,
31, 40, 39, 38, 37, 36, 35, 34, 33 except (Jt=lb) 22=188, 23.101, 25=110, 27=104.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI7rPl 1.
9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
Was
m55
y
OaU2 Pine Brook Estates
202658
LD02
Lay -In Gable
1
1
Intetrame ComeoneMs, LLC. Nemoa
ID-&3aa7. r- _, Prw M
Job Reference (optional)
ID:WcW_MOD7rVgfeTe7o5utSRyA Qte -lXm6t3g5SBOuBFBxzDBGes1bIKK6zKMg7sOhdguv
8-b3 17-4-7
8.8.4 8-6.4
4x5 =
3x4 // 3x4
21 20 79 18 1716 15 14 13 12
3x6 =
17.4-7-7
Scale. 3116"=V
(Pat)
TCLLOA
5.D
SPACING- 2-0-0
CSI.
DEFT. in (loc) I/dell L/d
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.06
Ver1I n/a - n/a 999
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.03
Vert(CT) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.17
Horz(CT) 0.00 11 We n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Weight: 131 lb FT=20%
LUMBER.
TOP CHORD 2x4 DF No.t&Btr
SOT CHORD 2x4 DF No.t&Btr
OTHERS 2x4 DF Stud *Except*
ST1,ST5,ST9: 2x4 DF No.2
BRACING
TOPCHORD
BOTCHORD
WEBS
REACTIONS. All bearings 17-4-7.
(lb) - Max Horz 1--221(LC 6)
Max Uplift All uplift 100 lb or less at joint(s)11, 17, 14, 16, 20, 18 except 1=-127(LC 8).
15=-110(LC 11), 21= 101(LC 10), 19= 110(LC 10)
Max Grav All reactions 250 Ib or less at joim(s) 1, 11, 17, 12, 14, 15, 16, 21, 20, 19, 16
FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown.
TOP CHORD 1-2= 274/253, 10-11=-274/253
Structural wood sheathing directly applied or 6-0-0 oc pudins
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at tricot 6-17, 7-16, 5-18
MiTek recommends that Stabilizers antl required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quids.
12=-101(LC 11),
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h-25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 0-3-12 to 3-3-12, Intedor(1) 3-3-12 to 5-8-4, Extedor(2R) 5-8-4 to 11-8-4, Intedor(1) 11-8-4 to 14-0-11,
Exterior(2E) 14-0-11 to 17-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs=1.00; Ct=1.10
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrerd with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 11, 17, 14, 16, 20, 18
except (jt=lb) 1 =127,12=101, 15-110, 21=101, 19=110.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
0
mae
Qly
y
QW2 Pine Break Estatee
202558
LD02A
Lay -In Liable
1
1
Inowe,ne Componenm, , Nempa,
ID-83687. Casey Preaht
Job Reference-o 6onal
ores, inc. rn vac 11 1 fwb. Zuzu Page 1
ID:WcW_MOD7rVgfeTe7o5utSRyA_Q- jOHKd4SsmKFVLgNUhkOpsP2P9gWrOoV2nb_D4y9yuu
10-0-4 20-0-7
10-0-4 10.0-4
4X5 =
3x4 /j 3X4 O
20 19 18 17 16 15 14 13 72
5x6 =
Scale-1:73.0
Plate Offsets (XY)- f13.0
3 0.03 O1
LOADING (psf)
5.0
SPACING- 2-0-0
CSI.
DEFL in (loc) I/defl L/d
PLATES GRIP
(Roof Snow-35.0)
Plate Grip DOL 1.15
TC 0.05
Vert(LL) n/a - n/a 999
MT20 2201195
TCDL 7.0
Lumber DOL 1.15
BC 0.04
Vert(CT) n/a - n/a 999
BCLL 0.0
Rep Stress ]nor YES
WB 0.15
Horz(CT) 0.01 11 n/a n/a
BCDL 10.0
Code IRC201BITP12014
Matrix-SH
Weight: 143 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF No,1&Btr TOP CHORD
BOT CHORD 2x4 DF No,1&Btr
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD
OTHERS 2x4 OF Stud *Except* WEBS
Rigid ceiling directly applied or 1D-0-0 oc bracing.
i Row at midpt 6-16, 7-15, 5-17
ST1,ST5,ST9: 2x4 OF No.2
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 20-0-7.
Installationufde.
(Ib) - Max Horz 1=-257(LC 6)
Max Uplift All uplift 100 lb or less at joints) 12, 13, 15, 19, 17 except 1=-148(LC 8), 11--110(LC
9), 14=-102(LC
11), 20--101(LC 10), 18= 101(LC 10)
Max Grav All reactions 250 Ili or less at joints) 1, 11, 16, 12, 13, 14, 15, 20, 19, 18. 17
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-334/298, 10-11=329/293
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf-, BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 0-3-12 to 3-3-12, Intedor(1) 3-3-12 to 7-0-4, Exterior(2R) 7-0-4 to 13-0-4, Interior(1) 13-0-4 to 16-8-11.
Exterior(2E) 16-8-11 to 19-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TOLL: ASCE 7-16; Pf-35.0 psf (Wm DOL-1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1-00; Ct-1.10
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a i OA psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12, 13, 15. 19, 17
except Qt=lb) 1=148, 11=110, 14=102, 20=101, 18-101.
7) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
mas
a
y
08N2 Pine Bmok Estates
202558
LD03
Lay -in Gable
i
i
-narame Components, L C, Nampa,
ID-83687 Casey Precht
Job Reference (optional)
8.410sS
ID:WcWMOD7rVgfeTeSy14200 NI SK nusaes,ro5:282020 Pe1�O-hvyXz44d3S67VPa2OFfL3xolZOvat7iHRLXlg yut28-0-13 _36-0-7
71111100
20-1-3 7--11-111-1
0
5x6 =
Scale=1:59.1
3x5 // 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x5
5x6 = 5xe =
Plate Offsets fX.Y) f5
0 2 11 EdAel f13 0 3 0 0 3 Ol M5 0
2 11 Etloel f27 0-3-0 0-3-01 1290 3 0 0 3 Ol
(Ps35.0
TOLL
SPACING- 2-0-0
CSL
DEFL in (loc) Well
GRIP
(Roof Snow=35.0)
Plate Gdp DOL 1.15
TC 0.04
Ven(LL) n/a - n/a
T20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.03
TUdLATES
Vert(CT) n/a - n/a
BOLL 0.0
Rep Stress Inor YES
WB 0.16
Horz(CT) 0.01 19 n/a
BCDL 10.0
Code. IRC2018ITP12014
MaWx-SH
eight: 277 lb FT=20%
wN liblem- BRACING
TOP CHORD 2x4 DF No.f &Btr TOP CHORD
BOT CHORD 2x4 DF No.1 &Btr
Structural wood sheathing directly applied or 6-0-0 oc puriins, except
OTHERS 2x4 DF N0.2 *Except* BOT CHORD
2-0-0 oc pudins (6-0-0 max.): 5-15.
Rigid ceiling directly applied or 10-0-0 oc bracing.
ST2,ST3,ST4,ST7 0,ST11,ST12: 2x4 DF Stud WEBS
1 Row at midpt 10-28, 15-23, 14-24, 13-25, 12-26, 11-27,
5-33, 6-32, 7-31, 8-30, 9-29
Mrrek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 36-0-7.
Installation guide -
(lb) - Max Horz 1=203(LC 9)
Max Uplift All uplift 100 lb or less at joints) 19, 28, 21, 24, 25. 26, 27, 35, 33, 32,
31, 30, 29 except 1= 124(LC 8), 20=-100(LC 11). 22=-101(LC 11). 36=-1 D0(LC 10),
34=102(LC 10)
Max Grav All reactions 250 lb or less at joints) 1, 19, 28, 20, 21, 22, 23, 24, 25,
26, 27, 36, 36, 34, 33, 32, 31, 30, 29
FORCES. (lb) -Max. Gomp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 0-3-12 to 4-0-0, Exterior(2R) 4-0-0 to 13-0-13, Interior(1) 13-0-13 to 22-11-11, Exterior(2R) 22-11-11 to
32-0-7, Extedor(2E) 32-0-7 to 35-8-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf-35.0 psf (Lum DOL=1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ge=1.0; Cs=1.00; Ct=1.10
3) Provide adequate drainage to prevent water ponding.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 19, 28, 21, 24, 25, 26,
27, 35, 33, 32, 31, 30, 29 except Qt=lb) 1=124, 20=100, 22=101, 36=100, 34-102.
8) This truss is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord.
LOAD CASE(S) Standard
3x6 =
— �<� I 1e 1v 16 15 14
Scale = 1:30.7
Plate Offsets (XY) fl0
3-0,Edcel
LLOOADING (pst)
.0
SPACING- 2-0-0
CSI.
DEFL
in
(Joe)
Well
Ud
PLATES GRIP
(Roof Snow=35
Plate Grip DOL 1.15
TC 0.34
Vert(LL)
0.02
13
n/r
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.04
Vert{CT)
0.01
13
n/r
120
BOLL 0.0
Rep Stress Incr YES
WB 0.07
Hort(CT)
0.00
14
n/a
n/a
BCDL 1D.0
Code IRC2018/TPI2014
Matrix-R
Weight: 811b FT=20%
LuMtlh6- BRACING
TOP CHORD 2x4 DF No.1&Btr TOP CHORD
BOT CHORD 2x4 DF No.t&Btr
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
WEBS 2z4 DF Stud BOT CHORD
OTHERS 2x4 DF Stud
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 13-0-0.
Installationuide.
(lb) - Max Hom23-147(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) 23, 14, 20, 21, 22, 17, 16, 15
Max Grav All reactions 250 lb or less atjoint(s) 19, 20, 21, 22, 18. 17, 16, 15 except 23=312(LC 1), 14=312(LC
1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-23=-296/301, 12-14= 296/301
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL®4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Comer(3E) -2-0-0 to 1-0-0, Extedor(2N) 1-D-0 to 3-6-0. Comer(3R) 3-6-0 to 9-6-0, Exterior(2N) 9.6-0 to 12-0-0,
Comer(3E) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psi on overhangs
non -concurrent with other live loads.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
6) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 14, 20, 21, 22, 17
, 16, 15.
11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Crw
4x5 =
LOADING (ps35.0
TCLL
SPACING
2-0-0Tlatrix-SH
SI.
DEPL
in
floc)
Vdefl
Ud
(Roof Snow=35.0)
Plate Grip DOL
1.15C
0.28
Vert(LL)
0.02
2-6
>999
360
TCDL 7.0
Lumber DOL
1.15C
0.15
Vert(CT)
-0.02
2-6
>999
240
BCLL 0.0
Rep Stress Incr
YESS
0.07
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code IRC2016TTPI2014
Wind(LL)
401
2-6
>999
240
LOMBER-
TOP CHORD 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF Stud
REACTIONS. (lb/size) 2=694/0-3-8 (min. 0-1-8),4=694/0-3-8 (min. 0-1-8)
Max Hom2=-99(LC 8)
Max Uplift2= 54(LC 10), 4=-54(LC 11)
FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-7--560/59, 3-7=-431/81, 3-8=-431/81, 4-8- 560/59
BOT CHORD 2-6=0/353, 45-0/353
Scale. 1:25.8
PLATES GRIP
MT20 220/195
Weight: 42 lb FT-20q
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; SCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Extenor(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-1-0, Extenor(213) 2-1-0 to 8-1-0, Intedor(1) 8-1-0 to 9-2-0,
Exterior(2E) 9-2-0 to 12-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11-1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
PB01A IPfixtyback
3x6 G 1.5x4 II 3x6
1b
3x4 = 12 11 10 _
1.Sx4 11 1.5x4 11 1.5x4 11 3x4
Scale=1:30.1
Plate Offsets MY)- WO3-0
0-0-21 f6:o-3-0 0-0-21
(p )5.0
TOLL 3
SPACING- 2-0-0
CSI.
DEFL
in
(too)
Vital
L/d
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.12
Vert{LL)
0.00
8
nir
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.07
Vert(CT)
0.00
8
n/r
120
BCLL 0.0
Rep Stress ]nor YES
WB 0.07
Horz(CT)
O.o0
8
n/a
n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Weight: 54 lb FT=20%
LUMins BRACING -
TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except
BOT CHORD 2x4 DF No.1 &Btr 2-0-0 oc puriins (6-0-0 max.): 4-6.
OTHERS 2x4 DF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 00 bracing.
MiTk recommends that Stabilizers and required cross bracing
be inestalled during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 140-2.
Installation guide.
(Ib) - Max Horz2= 95(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10
Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=283(LC 1). 12=394(LC 1), 10=394(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-12= 307/179, 7-10--307/179
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd-91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exlerior(2E) 03-5 to 3-3-5, Extedor(2R) 3-3-5 to 12-2-11, Exterior(2E) 12-2-11 to 15-2-11 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TOLL: ASCE 7-16: Pf=35.0 lost (Lum DOL=1.15 Plate DOL=1.15); Is-1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 lost bottom chord live load noncencurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10.
8) This truss is designed In accordance with the 2018 International Residential Cade sections R502.11.1 and R802.10.2 and referenced
standard ANSI?PI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
10) Graphical purlin representation does not depict the size or the orientation of the purl in along the top and/or bottom chord.
LOAD CASE(S) Standard
0
Mas
nlss ype
y
08t02 Pine Brook Estates
202558
Pi
Piggyback
1
1
bite/rams Canponems, LLC, Narnoa.
ID-8360]. Casev PrrcSk
Job Reference onal
ID:WcW_MOD7rVgfeTe7o5utSRyA�"Q-Zg09NL7bhlyYc6jCHEKbWv8 CAMBVjSECUuHy9yup
5-8-4 9-9-12 15-6-0
5-8.4 4.1.8
5-8-4
Scale= 1,25.2
3x6 P 1.5x4 II 3x61
3x4 = 1 D
1.Sx4 II 12 11 1.5x4 II 1.5x4 II 3x4 =
Plate Offsets MY)- f4
0-3-0 0 0 21 f6 0-3-0 0 0 21
LTCUL AUDING (P535.0
SPACING 2-0-0
CSL
DEFL.
In
(loc)
Vdefl
Ud
ES
PLATGRIP
(Roof Snow-35.0)
Plate Grip DOL 1.15
TC. 0.09
Vert(LL)
-0.00
8
n/r
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.07
Vert(CT)
0.00
8
n/r
120
BOLL 0.0
Rep Stress Incr YES
WB 0.06
Horz(CT)
0.00
8
We
Na
BCDL 10.0
Code IRC20181TP12014
Mstrix-8H
Weight: 521b FT-20%
LUMBER- BRACING -
TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 DF No.t&Btr 2-0-0 oc pudins (6-0-0 max.): 4-6.
OTHERS 2x4 DF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
REACTIONS All bearings 14-0-2.
Installation quids.
(lb) - Max Horz 2=-76(LC 8)
Max Uplift All uplift 100 It, or less at joint(s) 2, 11, 12, 10
Max Grav All reactions 2501b or less at joint(s) except 2=267(LC 1), 8=267(LC 1), 11-311(LC 1), 12=346(LC 1),
10=346(LC 1)
FORCES. (lb) - Max- Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-12--255/139, 7-10= 255/139
NOTES-
1) Wind: ABC 7-16; Vult-115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 12-2-11, Extedor(2E) 12-2-11 to 15-2-11 zone; cantilever left and
right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2) TCLL ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs-1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 12, 10.
8) This truss is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
n=
ruse yp0
y
0al02 Pirle Brook Estates
202558
PB01C
Plggyback
I
1
IMehame Cemm,wme. I l C M.
Job Reference (optional)
0. 1 u s aep to even Mi i ex xleu5iees Ma Fri Dee 11171.0.5:312020 Pagel
ID:WcW-MOD7rVgfeTe7o5utSRyA O-1tmYahBDSo4PtdlXr&g27t3zaINE9cORi21Rjy9yuo
Scale. 1:25.2
34 1.5x4 II 3x6
ro
tb
3x4 = 12 11 10 3x4
1.5x4 II 1.5x4 II 1.5x4 II
Plate Offsets (X,Y)- 14.0-3-0,0.0-21
r6:0-3-0 0-0-2]
ADING (pst)
LOOLL .0
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
I/deb
L/d
PLATES GRIP
(Root Snow=35
Plate Grip DOL 1.15
TC 0.11
Vert(LL)
-0.00
8
ntr
120
MT20 220/195
TCDL 7.0
Lb
Lumber DOL 1.75
BC 0.07
Vert(CT)
0.00
8
n/r
120
SCLL 0.0
Rep Stress Incr YES
WB 0.07
Horz(CT)
0.00
8
n/a
n/a
BCDL 10.0
Code IRC2018/rP12014
Matrlx-SH
Weight: 511b FT=20%
LUMBER- BRACING
TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins (6-0-0 max.): 4-6.
OTHERS 2x4 DF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers an required cross bracing
be Installed during truss erection, in accordance with Stabilizer
REACTIONS. All hearings 14-0-2. Installationulde.
(lb) - Max Horz2=-67(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10
Max Grav All reactions 250 lb or less atjoint(s) except 2=253(LC 1), 8=253(LC 1), 11=365(LC 1). 12=332(LC 1),
10-332(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All fames 250 (lb) or less except when shown.
WEBS 5-11= 289/107
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) M-5 to 3-3-5, Extedor(2R) 3-3-5 to 12-2-11, Extedor(2E) 12-2-11 to 15-2-11 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 7-16; Pf-35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3). This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 8, 11, 12, 10.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord.
LOAD CASE(S) Standard
0
niss
m33 ype
08/02 Pine amok Estates
2025%
PB01D
Piggyback
1
1
O
Ilx e Components. LLD. Nampa.
In - AMR7 ra v Pr t
JOb Reference (optional)
a.410 s Sep 142020 M1b7ek 1D:WcW_M9D7rVgfeTeWIMusiriesMo. FrDec 11 70532 2020 Pawl
_ M3bKBD_2c=XfMorzAy9yun
Scale = 1:26.2
US 4 1.5x4 11
1.5x4 II
1.Sx4 II 3x6 4
3x4 = 12 11 10 3x4
1.5x4 II 1.5x4 II i.Sx4 It
Plate Offsets (X Y)- r3
0 3 0 0-0 21 (7 0 3 0 0. D-21
LOADING (Psfl
TCLL 35.0
SPACING- 2-0-0
CSI.
DEFL
GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.16
Vert(LL)
-0MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.07
Vert(CT)
0BCLL
:in(loc)=I/defIL/dPLATES
0.0
Rep Stress Incr YES
WB 0.07
Horz(CT)
0
BCDL 10.0
Code IRC2018TFP12014
Matrix-SH
Weight: 47 lb FT. 20%
LUMBER -
TOP CHORD 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF No.1 &Btr
OTHERS 2x4 DF Stud
BRACING-
TOPCHORD
BOTCHORD
REACTIONS. All bearings 14-0-2.
(lb) - Max Horz 2=-39(LC 8)
Max Uplift All uplift 1001b or less at joint(s) 2, 8, 11, 12, 10
Max Grav All reactions 250 lb or less at joint($) 2, 8 except 11=431(LC 1), 12=380(LC 1),
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 5-11=-363/134, 4-12— 295/110, 6-10--295/110
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-0-0 max.): 3-7.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation ouide
10=380(LC 1)
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.opsf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Extedor(2E) 0-3-5 to 3-0-4, Extedor(2R) 3-0-4 to 7-3-3, Intedor(1) 7-3-3 to 8-2-13, Extedor(2R) 8-2-13 to 12-5-12,
Exterior(2E) 12-5-12 to 15-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf-35.0 pelf (Lum DOL=1.15 Plate DOL=1 A5); Is-1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psi on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 8, 11, 12, 10.
B) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Was
Nss ylre
08M2 Rne Brook Estates
202558
P901E
Piggyback
1
1
Inlelrame 6 WWre<a_ uc. Nam„
In. m. 7 r - P. t
Job Reference o tlona
Scale=1:26.2
qr = 1.5x4 11 4x5 =
14
3z4 = 0 9 8 _
1.5x4 II 1.5x4 II 1.5x4 II 3x4
_ Plate Offsets (X Y)- f3.0-2-8
0-1-131 f510-2-8 0-1-131
LOADING (psf)0
TCLL
SPACING 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ltd
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.20
Vert(LL)
-0.00
6
n1r
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.07
Vert(CT)
0.00
6
n/r
120
BCLL 0.0
Rep Stress Incr YES
WB 0.08
Horz(CT)
0.00
6
n/a
n/a
BCDL 10.0
Code IRC2018/TP12014
Matrix-SH
Weight: 49lb FT = 20
LUMBER- BRACING
TOP CHORD 2x4 DF No.1 &Btr TOP CHORD
BOT CHORD 2x4 DF No.1 &Btr
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
OTHERS 2x4 DF Stud BOT CHORD
2-0.0 oc puriins (6-0-0 max.): 3-5.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
REACTIONS. All bearings 140-2.
Installation guide.
(Ib) - Max Ho¢2=-48(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 10, 8
Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=466(LC 1), 10=344(LC 1), 8=344(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-9=390/155, 3-10= 252/86, 5-8=-252/86
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL-4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope) and C-C Ezterior(2E) 0-3-5 to 3-3-5. Exterior(211) 3-3-5 to 12-2-11, Extedor(2E) 12-2-11 to 15-2-11 zone; cantilever left and
right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL-1.60
2) TCLL: ASCE 7-16; Pf-35.0 psf (Lum DOL-1.15 Plate DOL--1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9, 10, 8.
8) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Nss ypa
City
y
Oa-02 Pine Brook Palates
es
7rues
A03C
FQ9ybMk Base
2
1
Inteframe CamooneMa LL
Job Reference (national)
- _-- -- ----' • --• "--- 0.41 e s oeP 14 aezu M ieK inausm, Inc. Fn Mc 11 17:0534 2020 Page 1
2-SB
ID:WCW_MOD7rVgfeTe7o5utSRYA QSSRgCIA6tXSz5kO6W4OXgIHSdnaNRlvg7gHy12y9yul
2-00 i-4&1G43.7-6- 24-7-12 31-9-0 354-12 31e3-00.0 14-0A 2 110 7-14 7-14 3.9-12 4
Sx6 =
8.00 12 4x5 = 3x8 = 5x6 =
w w 4xb = 3x8 = 17 16 " 14 13
Us = 4x6 = 3x4 II 4x5 =. 3x6 = 4x8 = 3x5 =
7x8 =
M8 8-4-0 16-3-0 7-6 24-7-12 31-9.0 39-8-0
8 6-10-12 6-10-72 -3- 7-1-4
Scale. 1:79A
Plate Offsets Y)- la:0-0-0
_(psf)
01121 f708120-201
f1003120-2-01
f1B 0-6-40-461
I210280041
711-0
TOLL
SPACING- 2-0-0
CSL
DEFL.
in (lot)
Udefl
Ud
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC
0.60
Vett(LL)
-0.14 18
>999
3160
MT20 2201195
TCDL 7.0
Lumber DOL 1.15
BC
0.69
Vert(CT)
-0.2320-21
>999
240
BCLL 0.0
Rep Stress [nor YES
WB
0.99
Horz(CT)
0.16 13
n/a
Na
BCDL 10.0
Code IRC2018/TP12014
Matrix-SH
Wmd(LL)
0.0620-21
>999
240
Welght:310lb FT=20%
LuM9tew BRACING -
TOP CHORD 2x4 OF No.1 &Btr TOP CHORD
BOT CHORD 2x4 DF No.1&Btr *Except*
Structural wood sheathing directly applied or 3-2-12 oc purlins, except
B2,B4: 2x4 OF N0.2 BOT CHORD
end verticals, and 2-0-0 cc pudins (4-4-3 max.): 7-10.
Rigid tellingdirectly applied or 98-11 oc bracing.
WEBS 2x4 DF No.2 *Except* WEBS
WI,W2,W3,W4,WB,EVI,WCL2,EV2:2x4 DF Stud
1 Row at micipt 5-19, 8-19, 9-16. 9-14, 11-13
MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
REACTIONS. (lb/size) 23=2233/0-5-8 (min. 0-28), 13=2043/0-5-8 (min. 0-2-3)
Installation guide.
Max Horz23=337(LC 9)
Max Uplift23=-97(LC 10), 13=-26(LC 11)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3_ 250/108, 3-24--3072/247, 4-24=-3030/252, 4-5=8045/366, 5-25= 2382/382,
6-25=-2300/387, 6-7= 2203/411, 7-8=-1819/410, 8-26--1876/418, 9-26= 1876/418,
9-27=-1097/345, 10-27=-1098/345, 10-11=-1411/364, 2-23=-591/245
BOT CHORD 22-23=-277/1139, 21-22= 322/1412, 4-21--341/161, 2021=-474/2934, 19-20=-271/2406,
18-19=-210/1873, 15-16=-159/1656, 14-15— 159/1656, 13-14=-59/792
WEBS 3-22=-1583/374, 3-21=-441/2962, 4.20=818/207, 5-20-0/362, 5-19= 778/171,
7-19=-77/905, 8-19=-379/191, 16-18=-177/1511, 9-18= 87/424, 9-14=-1061/137,
10-14=-44/316,11-14--72/816, 3-23=-1987/103, 11 -1 3=-1 9821182
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h-25ft; Cat It; Exp C; Enclosed; MW FRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-11-10, Interior(i) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Interior(1) 21-10-5 to
26-1-11, Exterior(2R) 26-1-11 to 35-7-7, Exterior(2E) 35-7-7 to 39-6-4 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); 1s=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live lead of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Provide adequate drainage to prevent water pending.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 13.
7) This truss is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/ PI I-
8) Graphical purlin representation does not depict the size or theorientation of the purin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
I ms5
Imes lype
QtY
Y
0&d2 nine Brook Estates
202%8
A03D
Wggybaok Base
3
1
Job Reference o 'coal
�i'—y-�„
8.00 rl2
5x6 =
3x4 = 3,4 = 5x10
Lh
21 a0 19 18 17 16 15 14-'- - 3x5 =
3x7 = 3x4 = 3x6 = 3x8 = 3,6 = 3x4 = 2x4 II
F1111H
8-E" 1 16-3-0 1 21-5.0 31-9
0 )I3-4-q 39.8-0
&3-4 741-12 5-&n 1rl.dn �-a.n ¢-4-n �
Scale=1:80.1
Plate OBsets(X,Y)- r6:0-3-12.0-2-01
r9:0-3-4.0-2-81 (13:0-6-4.0-4-81
TCL LOADING (Pat)
SPACING- 2-0-0
CSI.
DEFI..
in (loc)
I/defl
L/d
PLATES GRIP
(Roof Snow=35 .0
Plate Grip DOL 1.15
TC 0.43
Vert(LL)
-0.20 15-16
>999
360
MT20 220/195
TCDL 70)
7.0
Lumber DOL 1.15
BC 0.57
Vert(CT)
-0.42 15-16
>999
240
BCLL
Rep Stress Incr YES
WB 0.82
Horz(CT)
0.08 12
Na
n/a
BCLL 10.0
Code IRC201B/TP12014
Matrix-SH
Wind(LL)
0.04 18
>999
240
Weight: 308 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF No.1&Str TOP CHORD
Structural wood sheathing directly applied or 3-11-3 oc purlins, except
BOT CHORD 2x4 DF No.t &Btr *Except*
end verticals, and 2-0-0 oc purims (4-10-13 max.): 6-9.
B2:2x4 DF No.2 BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 DF No.2 *Except*
6-0-0 oc bracing: 14-15,13-14.
W1,W10,EV1,WCL2,EV2:2x4 DF Stud WEBS
1 Row at mldpt 4-18, 7-18, 7-16, 8-15, 9-13, 3-21
2 Rows at 1/3 pis 10-12
MtTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/slze) 21=2233/0-5-8 (min. 0-2-6), 12=2043/0-5-8 (min. 0-2-3)
Max Horz 21-325(LC 7)
Max Uplift2l= 97(LC 10), 12=-26(LC 11)
FORCES. f 1c) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-388/72, 3-22= 267/90, 3-4=-2582/354, 4.5=2155/396, 5.6=-2020/419,
6-7=-1670/402, 7-23=-1730/405, 23-24--1730/405, 8-24- 1730/405, 8-9=-1096/336,
9-10- 14991450, 2-21- 570/199, 11-12- 276/175
BOT CHORD 20-21=-259/2086, 19-20=-216/1976, 18-19=-216/1976, 17-18--157/1730, 16-17- 15711730,
15-16=-139/1522, 13-14=-297/0, 10-13= 102/460, 12-13- 65/1149
WEBS 4-20= 15/298, 4-18=-565/167, 6-18=-71/715, 7-16=-306/141, 8-16=-44/515,
8-1 5=-1 030/165, 9-15=-28/399, 13-15=-28/1406, 9-13=-203/323, 3-21- 2458/236,
10-12--2058/157
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd-91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 10-7-11, Exterior(2R) 10-7-11 to 21-10-5, Intedor(1) 21-10-5 to
26-1-11, Extedor(2R) 26-1-11 to 35-6-10, Ezterior(2E) 35-6-10 to 39-8-4 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times gat roof load of 35.0 psf on overhangs
non-concument with other live loads.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
Nsa
mas 11ypa
0a/02 Rim BrGok Estates
202558
JO7
Common
3
1
InlehmnM ame C000w. U, Names.
Job Reference(notional)
Us II
8.00 12
0
N
axc = 3x6 = 3x4 =
Scale = 7:62.2
Plate Offsets(XY) t3
0400-2-41 f70400241 1803811
Edge)
LOADING (Pat)
TCLL 35.0
SPACING- 2--15
CSI.
DEFL
in
PLATES
GRIP
(Roof Snow=35.0)
Plate Grip 1.15
TC 0.46
Ven(LL)
-0.20
2-12
-12
999
>999
60
MT20
220/195
TCDL 7.0
Lumber L
BC 0.29
-0.05
2-12
>999
240
240
MT20HS
165/146
BCLL 0.0
Rep Stress Inc/ YES
Stress I YES
WB
Horz(C)
HOrz(OT)
0.05
8
Na
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
-SH
Wintl(LL)
0.02
12
>999
40
240
Weight: 187 lb
FT=20%
LUMBER-
TOPCHORD 2x4DFNo.1&Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF No.2'Except'
W2,W4:2x4 DF Stud
SLIDER Left 2x8 DF SS-038-10-0, Right 2x8 DF 85 -re 8-10-0
REACTIONS. (lb/size) 2=1641/0-3-8 (min. 0-1-12), 8=1641/0-0-8 (min. 0-1-12)
Max Horz2= 225(LC 8)
Max UpUft2=-86(LC 10), 8=-86(LC 11)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc pur ins.
BOT CHORD Rigid ceiling directly applied or 10-" oc bracing.
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. -AII tomes 250 (lb) or less except when shown.
TOP CHORD 2-3=-1947/275, 3-4--1711/346, 4-5— 1527/360, 5-13=-1525/360, 6-13= 1529/346,
6-7=-1711/331, 7-8— 1947/275
BOT CHORD 2-12= 88/1441, 11-12=0/1008, 10-11=0/1008, 8-10--8711441
WEBS 5-10=-114/651,7-10=-440/234,5-12=-114/651,3-12=-440/235
NOTFS-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MW FRS
(envelope) and C-C Exledor(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-2-0, Extedor(2R) 11-2-0 to 17-2-0, Interior(i) 17-2-0 to 27-4-0,
Extedor(2E) 27-4-0 to30-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 lost (Lum DOL=1-15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times Bat roof load of 35.0 pat on overhangs
non -concurrent with other live loads.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 3x5 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 8.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
Was
Was ype
y
08M2 Pine Brook Estates
202558
-mG
Comer Rafter
3
t
Intefiame C rornrns. I I c .-
in1- c.e.a..
Job Reference o tional
Id_ Scale -1:23.6
LLOOADING (Pat)
t)5.0
SPACING-
2-0-0
CSI.
DEFL in
(loc)
VdeO
Vd
PLATES GRIP
(Roof Snow-35.0)
Plate Grip DOL
1.15
TC 0.28
Ven(LL) -0.03
4-5.
>999
360
TCDL 7.0
Lumber DOL
1.15
BC 0.00
Vert(CT) -0.03
4-5
>999
240
BCH 0.0
Rep Stress Incr
NO
WB 0.00
Horz(CT) -0.00
2
Ma
n/a
BCDL 10.0
Code IRC2018/TPI2014
Matrix-SH
Wind(LL) -0.01
23
>999
240
Weight: 171b FT=20%
LUMBER -
TOP CHORD 2x4 DF No.1&Bit
BRACING-
TOPCHORD
BOT CHORD
REACTIONS. All bearings 0-5-8 except Qt=length) 5=Mechanical.
(lb)- Max Horz 5=142(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=403(LC 10), 4=-109(LC 10)
Max Grav All reactions 250 Ib or less at joint(s) 5, 3 except 2-368(LC 16). 4=334(LC 16)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 6-0-0 oc puffins
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); 15=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs-1.00; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other five loads.
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 lb uplift at joint(s) 3 except Qt=lb) 2=103,
4=109.
7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 96lb down and 183 lb up at 5-6-6,
61 lb down and 191 lb up at 5-6-6, and 85 lb down and 62 lb up at 8-4-5, and 97 lb down and 67 lb up at 8-4-5 on top chord. The
design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (pit)
Vert: 1-5=-84
Concentrated Loads (lb)
Vert: 7-138(F=21, 8=116) 8=-7(8)
o
was
was ype
ty
08,D2 Pine Break Estates
2025M
X01a
Jack -Open
3
1
Intehame CArnDDnaMs. LL
Job Reference (optional)
- - y w taco mu es mcusu,es mcm uee 11 1 t.v537 2020 Pagel
2-0-0 3-10-3
ID:WcW_MOD7rVgfeTe7b5utSRyA_O-sl7prkD_1 Sgyy6IhBCyEIOv7u7ietBGpeVeeNy9yul
-
2-0-0 3-10.3
Scale-1:21.4
d
60
5-11-0
LTOLL OADING (ps35.0
SPACING- 2-0-0
CSI.
DEFL
In (loc) Well L/d
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1,15
TO 0.40
Vert(LL)
-0.04 4-5 >999 360
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.20
Ven(CT)
-0.07 4-5 >923 240
BOLL 0.0
Rep Stress Incr YES
WB 0.00
Hom(CT)
0.03 3 We n/a
BCDL 10.0
Code IRC2018/TPI2014
Maftix-R
Wind(LL)
0.02 4-5 >999 240
Weight: 19 lb FT=20%
LUMBER-
BRACING
TOP CHORD 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF No.1&Blr
TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purims, excep
WEBS 20 DF Stud
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
M,Tek recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
REACTIONS. (lb/size) 5=438/0-5-8 (min. 0-1-8), 3=114/Mechanical, 4=48/Mechanical
Installation guide.
Max Horz5=94(LC 10)
Max Uplift5=-5(LC 10), 3=-53(LC 10)
Max Grav 5=438(LC 1), 3-118(LC 18), 4=102(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-5--3721221
NOTES-
1) Wind: ASCE 7-16; Vult-115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f ; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C EXterior(2E) zone; cantilever left and night 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) TOLL: ASCE 7-16; Pf-35.0 psf (Lum DOL-1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs=1.00; Ct-1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 lb uplift at joint(s) 5, 3.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
-2-0-0 1-10-3
2-0-0 1-1013
scale=1:15.1
5-11-4
T(P53
CLL 5.0
SPACING 2-0.0
CSI.
DEFL.
in (loc) Vdefl L/d
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.42
Vert(LL)
-0.04 4-5 >999 360
MT20 2201195
TCDL 7.0
Lumber DOL 1.15
BC 0.19
Vert(CT)
-0,07 4-5 >999 240
BCLL 0.0
Rep Stress [nor YES
WB 0.00
Horz(CT)
0.02 3 n/a n/a
BCDL 10.0
Code IRC2018/TP12014
Matrix-R
Wind(LL)
0.02 4-5 >999 240
Weight: 16 lb FT=20%
LUMBER-
BRACING
TOP CHORD 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr
TOP CHORD
Structural wood sheathing directly applied or 1-10-3 oc purlins, except
WEBS 2x4 DF Stud
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with. Stabilizer
REACTIONS. size) 5=392/0-0-8 (min. 0-1-8), 3--4/Mechanical, 4-40/Mechanical
guide.
MaxInstallation
MaHorz5=59(LC 7)
Max UPIift5--25(LC 10), 3--58(LC 16)
Max Grav 5=392(LC 1), 3=46(LC 31), 4-99(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-330/277
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf, BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-10-1 zone; cantilever left and right exposed ; and vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL ASCE 7-16; Pf=35.0 pat (Lum DOL-1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 last an overhangs
non -concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
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 lb uplift at joint(s) 5, 3.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVFPI 1.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 21 lb up at 2-0-0,
and 29 lb down and 31 lb up at 4-0-0 on bottom chord. The designiselection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead +Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-84, 2-3=-84, 4-5=-20
Concentrated Loads (lb)
Vert: 8=9(F)
Job
Nss
mss ype
y
OBA2 Pine Brook Estates
20255e
X02
Jack -Open
3
1
Ntetrama
I
Job Reference (optional)
Scale=1:21.6
I2
d
LOADING (Ps3
L 5.0
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
Udefl
Ud
PLATES GRIP
(Roof Snow=35.0)
Plate Grip DOL
1.15
TC 0.41
Vert(LL) 0.00
4-5
>999
360
MT20 220/195
TCDL 7.0
Lumber DOL
1.15
BC 0.13
Vert(CT) 0.00
4-5
>999
240
RCLL 0.0
Rep Stress [nor
YES
WB 0.00
Horz(CT) -0.02
3
n/a
n/a
BCDL 10.0
Code IRC2018i7PI2014
Matrix-R
Wlnd(LL) 0.00
4-5
>999
240
Weight: 131b FT-20%
LUMBER- BRACING -
TOP CHORD 2x4 DF No.1 &Btr TOP CHORD
BOT CHORD 2x4 DF No.i&Btr
WEBS 2x4 DF Stud BOTCHORD
REACTIONS. (Ib/size) 5=41210-5-8 (min. 0-1-8), 3.107/Mechanical, 4=3/Mechanical
Max Horz5=94(LC 10)
Max Upllft5- 6(LC 10), 3= 53(LC 10), 4=-26(LC 16)
Max Grav 5=412(LC 1), 3-108(LC 18), 4=34(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-379/249
Structural wood sheathing directly applied or 1-11-4 oc purlins, excep
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
Installation Guide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 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 7-16; Pf-35.0 psf (Wm DOL=1.15 Plate DOL-1.15); Is=1 A; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 lb uplift atjoint(s) 5, 3, 4.
7) This truss is designed in accordance with the 20181mernational Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
(Ps35.0
LOADING
SPACING-
2-0-0
CSL
DEFL
in
(lac)
Vdefl
Ud
(Roof Snow-35.0)
Plate Gdp DOL
1.15
TO 0.41
Vert(LL)
0.00
4-5
>999
360
TCDL 7,p
Lumber DOL
1.15
BC 0.08
Vert(CT)
0.00
4-5
>999
240
BCLL p,p
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.01
3
Na
Na
BCDL 10.0
Code IRC2018/TP12014
Matrix-R
Wind(LL)
-0.00
5
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 OF No.1 &Btr TOP CHORD
BOT CHORD 2x4DFNo.1&Btr
WEBS 2x4 OF Stud BOT CHORD
REACTIONS. (lb/size) 5-38210-3-8 (min. 0-1-8), 3=-15/Mechanical, 4=-9/Mechanical
Max Horz 5=59(LC 7)
Max Upllft5=-25(LC 10), 3- 71(LC 16), 4- 13(LC 16)
Max Grav5-382(LC 1), 3=15(LC 6), 4=29(LC 3)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=338/260
I�
Scale=1:14.9
PLATES GRIP
MT20 220/195
Weight: 10 lb Fr=20%
Structural wood sheathing directly applied or 1-1 D-3 oc pudins, excep
end verticals.
Rigid ceiling directly applied or 10-0.0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation Guide
NOTES
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extetior(2E) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 1-10-1 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60
2) TOLL: ASCE 7-16; P1=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4.
7) This truss Is designed in accordance with the 201a International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
Jou
Mae
mss ype
Y
OeN2 Pine Brook Estates
202558
Cot
Root Special
4
1
Job Reference (oofionaD
05 =
1.5x4 = 1.5x4 II 4x10 =
5-4-15 _ I 11-9-4 12f11-0 20.6-0 I 5-4 1R
Scale=1.-49.3
Plate Offsets (X,Y)i8
0 5 0 0 0-61
TCLL LOADING (P535.0
SPACING
2-0-0=WB0.77
DEFL
in
(loc)/deft
Ud
PLATES GRIP
(Roof Snow-35.0)
Plate Gdp DOL
1.15
Vert(LL)
-0.10
6-7
>999
360
MT20 2201195
TCDL 7.0
Lumber DOL
1.15
Vert(CT)
-0.20
6-7
>529
240
BCLL 0.0
Rep Stress Incr
YES
Horz(CT)
430
6
n/a
n/a
BCDL 10.0
Code IRC2018/TPI2014
Wind(LL)
0.07
8-9
>999
240
Weight: 105 lb FT-20%
LUMBER -
TOP CHORD 2x4 DF No.1 &Btr
BOT CHORD 2x4 DF NO.1&Btr'Except'
B2: 2x4 DF No.2
WEBS 2x4 DF Stud *Except*
W2,W4:2x4 DF No.2
BRACING
TOPCHORD
BOT CHORD
REACTIONS. (Ib/size) 6=-30/0-3-8 (min. 0-1-8), 8=1905/0-5-8 (min. 0-2-1), 11=222/Mechanical
Max Horz 11-144(LC 7)
Max Uplift6=-198(LC 7), 8=-159(LC 11), 11=-152(LC 7)
Max Grav 6=170(LC 8), 8-1905(LC 1), 11=312(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 0b) or less except when shown.
TOP CHORD 1-2--285/313, 2-12=-144/632, 3-12=-122/724, 3-4=-101/730, 4-13- 227/986;
5-13=-245/843, 5-6=-243/697
BOT CHORD 9-10=-358/354, 8-9= 358/354, 7-8=-925/233, 4-7--454/180, 6-7=-501/228
WEBS 2-9=0/275,2-8=-587/148,3-8= 827/52,5-7= 373/140, 10-11= 312/152,1-10=-271/178
Structural wood sheathing directly applied or 10-0-0 oc puriins
Rigid ceiling directly applied or 5-4-11 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, inaccordance with Stabilizer
Installation Guide
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h-25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-6-5, Exterior(2R) 7-6-5 to 13-6-5, Intenor(i) 13-6-5 to 17-4-4,
Exterior(2E) 17-4-4 to 20-4-4 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs-1.00; Ct=1.10
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Ut=lb) 6=198,
8=159, 11-152.
6) This truss is designed in accordance With the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standard
0Truss
I mss Type
08/02 Pine Brook Estates
202558
J01A
Common
5
1
imar.ama
Job Reference (optional)
Sx14
B.00 12 05 II
sx4 = 3x6 = 3x4 =
Scale =1:61.2
Plate Offsets (X Y) I2
0-4-0 0 2 41 I6 0.4 0 0 2-41 p 0.3-8 Edgel
LOADING (ps35.0
TCLL
SPACING- 2-0-0
CSI.
DEFL.
in
(lec)
Well
Ud
PLATES
GRIP
(Roof Snow=35.0)
Plate Grip DOL 1.15
TC 0.56
Vert(LL)
-0.10
1-11
>999
360
MT20
220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.46
Vert(CT)
-0.20
1-11
>999
240
MT20HS
165/146
BCLL 0.0
Rep Stress Inv YES
WB 0.31
Horz(CT)
0.05
7
n/a
n/a
BCDL 10.0
Code IRC2018ITP12014
Matrix-SH
Wind(LL)
0.02
1-11
>999
240
Weight: 184 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 OF No.1&Bit TOP CHORD
BOT CHORD 2x4 OF No.1&Bit BOT CHORD
WEBS 2x4 OF No.2 *Except*
W2,W4:2x4 OF Stud
SLIDER Left 2x8 OF SS -ce 8-10-0, Right 2x8 OF SS -ce 8-10-0
REACTIONS. (lb/size) 1=1467/0-3-8 (min. 0-1-9), 7=1647/0-3-8 (min. 0-1-12)
Max Hom 1=-222(LC 8)
Max Upliftl=-57(LC 10), 7- 86(LC 11)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1963/283, 2-12- 1731/357, 3-12--1545/358, 3-4=-1523/371, 4-13=-153M365,
5-13=1539/351, 5-6=-1720/336, 6-7- 1957/280
BOT CHORD 1-11=-100/1464, 10-11-0/1017, 9-10=0/1017, 7-9=-91/1448
WEBS 4-9=-113/651, 6-9--439/234,4-11=-125/668,2-11=-455/244
Structural wood sheathing directly applied or 4-3-6 cc pudins
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation ouide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-2-0, Exterior(2R) 11-2-0 to 17-2-0, Irltedor(1) 17-2-0 to 27-4-0.
Extedor(2E) 27-4-0 to 30-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 pal on overhangs
non-ooncuffent with other live loads.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 3x5 MT20 unless otherwise indicated.
6) This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.
8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/ -PI 1.
LOAD CASE(S) Standard
0
NSa
NSS e
y
08/02 Pin Bork Estates
20255a
X01A
Jerk -Open
6
1
Inlefiame COmponeMs. LLC. Nampa
ID - a35a7. Casev Pra ,
Job Referents 0 OOaI
ID:WcW_MOD7tVgfeTe7a5 tSRyA Q-D wIUSH7s_T mde, Icc ?Rcct4OQBJBN VwDN Pa 7
-2.0.0 2-5-a
511 a 2ytle_IXP. ?ywDNJbyJyud
2-0.0 2-5-6 3-5-12
Scale=1:29.3
2x4 II
LOADING TCLIL (P535.0
(Roof Snow=35.0)
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING-2-0-0
Plate Grp DOL 1.15
Lumber DOL 1.15
Rep Stress Incr YES
Code IRC2018ITPI2014
CSI.
TIC 0.37
BC 0.25
WB 0.00
Matrix-R
DEFL ,in (loc) I/deft Ud
Vert(LL) -0.07 6 >999 360
Vert(CT) -0:10 5-6 >661 240
Hom(CT) -0.04 4 We Na
Wind(LL) 0.08 5-6 >912 240
PLATES GRIP
MT20 220/195
Weight: 251b FT=205/6
LUMBER-
BRACING
TOP CHORD 2z4 DF No.1&Btr
BOT CHORD 2x4 DF No. 1 &Btr 'Except*
TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except
B2: 2x4 DF Stud
WEBS 2x4 OF Stud
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabllizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
REACTIONS. (lb/size)H8=512/0-5-8 (min. 0-1 -8), 4=186/Mechanical, 5=78/Mechanical
Installation guide.
Max Horz8=134(LC 10)
Max Uplift8=-4(LC 10), 4=-70(LC 10). 5=-2(LC 10)
Max Grav8=512(LC 1), 4-186(LC 1), 5=92(LC 3)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-8=-458/207
NOTES-
1) Wind: ASCE 7-16; Vult-115mph (3-second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E)-2-0-0to 1-0-0, Intedor(1) 1-0-0 to 1-7-9, Extedor(2R) 1-7-9 to 5-10-8 zone; cantilever left and right
exposed ; end vertical left and right exposed;C-C for members and tomes & M W FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Ce=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 Pat or 1.00 times flat roof load of 35.0 Pat on overhangs
non -concurrent with other live loads.
4) This truss has been designed for a 10.0 lost bottom chord live load nonconcument with any other live loads-
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 Ito uplift at joint(s) 8, 4, 5.
7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD CASES) Standard
N9s
Was ype
y
0ar02 Pine Brook Estates
202558
Pact
Piggyback
9
1
Intekame Comoonenls. LLC. Namna
m- aua7 r - a ht
Job Reference (optional)
4x5 =
3x4 = 10 g
8 314 =
1.5x4 11 1.5x4 11 1.5x4 11
Scale: 3W-l'
(psf)
TOLL
SPACING- SPACING- 2-0-0
CSI.
DEFIL
in
(loc)
I/deft
L/d
PLATES GRIP
(Roof Snow-35.0)
Plate Grip DOL 1.15
TO 0.14
Vert(LL)
-0.00
6
n/r
120
MT20 220/195
TCDL 7.0
Lumber DOL 1.15
BC 0.07
Vert(CT)
0.00
6
n/r
120
BOLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(CT)
0.00
6
n/a
n/a
BCDL 10.0
Code IRC2018/TP12014
Matrix-SH
Weight: 551b FT=20!
LUMBER -
TOP CHORD 2x4 DF No-1 &Btr
BOT CHORD 2x4 DF No.1 &Btr
OTHERS 2x4 DF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS. All bearings 14-0-2.
(Ib) - Max Horz2=-104(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8
Max Grav All reactions 2501b or less at joint(s) 2, 6 except 9=319(LC 1), 10=420(LC 1), 8-420(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-10--336/192, 5-8— 336/192
NOTES-
1) Wind: ASCE 7-16; VuR=115mph (3-second gust) Vasd=91 mph; TCDL-4.2psf; BCDL=6.Opsf; h=26ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Exterior(2E) 03-5 to 3-3-5, Intedor(i) 3-3-5 to 4-9-0, Exterior(2R) 4-9-0 to 10-9-0, Intedor(1) 10-9-0 to 12-2-11,
Exterior(2E) 12-2-11 to 15-2-11 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) TOLL: ASCE 7-16; Pf=35.0 lost (Lum DOL=1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8.
7) This truss is designed in accordance With the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSVTPI 1.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Truss
I russ lype
W
Fly
0a02 Plne Brook Estates
202s5e
X01
Jack -Open
31
1
Jab Reference o Clonal
Intetrame O mponen%, LLG, Nempa. IU- WW/, Casey t rx
4x5 11
Scale=1:29.3
5-11-4
LOADING (psf)
SPACING- 2-0-0
CSL
DEFL
in
(too)
I/defl
L/d
PLATES GRIP
TOLL 35.0
Plate Grip DOL 1.15
TC 0.53
Vert(LL)
-0.04
4-5
>999
360
MT20 220/195
(Roof Snow�35.0)
Lumber DOL 1.15
BC 0.26
Vert(CT)
-0.08
4-5
>826
240
TCDL 7.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.06
3
n/a
n/a
BCLL 0.0
Code IRC2018/rP12014
Martz-R
Wind(LL)
0.05
4-5
>999
240
Weight: 221b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 DF No.t&Btr TOP CHORD
BOT CHORD 2x4 DF No.1 &Btr
WEBS 2x4 DF Stud BOT CHORD
REACTION& (lb/size) 5=512r0-5-8 (min. 0-1-8), 3=201/Mechanical, 4=63/Mechanieal
Max Horz5=134(LC 10)
Max Uplift5- 4(LC 10), 3--85(LC 10)
Max Grav5=512(LC 1), 3=201(LC 1). 4=106(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-461/225
Structural wood sheathing directly applied or 5-11-4 oc purlins, except
and verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd-91 mph; TCDL=4.2psf; BCDL=6.Opsf; h-25ft; Cat. II; Exp C; Enclosed; MWFRS
(envelope) and C-C Extedor(2E) -2-0-0 to 1-0-0, Interlor(1) 1-0-0 to 1-7-9, Exterior(2R) 1-7-9 to 5-10-8 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 7-16; Pf=35.0 pal (Lum DOL=1.15 Plate DOL-1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce-1.0; Cs-1.00; Ct=1.10
3) This truss has been designed for greater of min roof live load of 16.0 lost or 1.00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 lb uplift at joint(s) 5, 3.
7) This truss Is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/rPI 1.
LOAD CASE(S) Standard