HomeMy WebLinkAboutTrussPiggyback Base
1 1 1
ZCM 001L_
19-3-11 - — - - -- — -
-1-40 5-6-11 11-1.5 i6-8-0 18-8-0 24-8-0 30-0-5 31-5- 10-0 41.3-12 49-40
-0 5-6-11 5.8.11 5-6-11 2.0-0 ' 5-4-5 5-4-5 '1-5- 2-4-8 7-5-12
0-7-11
5x6 = 2x4 11
6.00 F12
3x4 11 7 _ TR_ 3233
6 \ —
I
3x6 3x6 Wj �W511
/
tA
c� 2x4 �� 4 / \
r i ST1.5x6STP= 3 \ _
3� 1 0
m 1 2x4 112 1 38 2- 39 19
I I c 5x6 = 3x6 — 5x12 =
24 2336 37 92
46 = 3x6 = 3x6 = ST1.5x8 STP=
5x8 ! I
Scale=1:99.3
5x6 =
46 =
5x6 =
3x4 11
46 =
34
1
13 5x6 =14
4 10
12
35
W12
B
9
y�
A W1
r
\
y�
I1
I
I
I
1r
j
o
to
x —
40 41
IM
ro
16
17
16
42 15
N
3x4 li
5x8 =
ST1.5x8 STP=
46 11
18-8-0 33-10-0
8-4-0 16-4-0 16 0 24-8-0 30-0-5 31-5- 41.3.12 49-0.8 4940
8-4-0 8-0-0 0 6-0-0 5-45 M-5- 2-48 7-5-12 7-8-12 0-
Plate Offsets (X Y)— f7:0-3-0 0-2-01 [9:0-3-0 0-2-01 [12.0-3-0
Edge], [15:Edge 0-3-81
[18.0-4-12 Edgel [25.0-2-2 0-1-01
LOADING (psf)
SPACING- 2-0-0
I CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
j TC 0.67
Vert(LL)
0.27 22-24
>748
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.91
Vert(CT)
-0.45 18-19
>863
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.99
Horz(CT)
-0.03 22
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 335 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except` TOP CHORD
Structural wood sheathing directly applied, except end verticals.
T6: 2x6 SP No.2 BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2 *Except* WEBS
1 Row at midpt 7-19, 10-19, 13-16, 14-16, 14-15, 7-21
63,66: 2x4 SP No.3
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2
be installed during truss erection, in accordance with Stabilizer
Installation guide. j
REACTIONS. (lb/size) 2=1004/0-8-0 (min. 0-1-8), 15=1779/0-8-0 (min. 0-2-2), 22=2754/0-8-0 (min. 0-2-4)
Max Horz2=602(LC 10)
Max Uplift2= 683(LC 10), 15=-686(LC 10), 22= 1541(LC 10)
Max Grav2=1 011 (LC 19), 15=1779(LC 1), 22=2754(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-30= 1392/1056, 3-30=-1234/1069, 3-4=-1052/921, 4-5= 924/940, 7-32=-1668/983,
8-32=-1668/983, 8-33=-1651/969, 33-34=-1651/969, 9-34=-1651/969, 9-10— 1568/924,
10-11=-2432/1270, 11-12=-2422/1270, 12-13=-2438/1276, 1.3-35=-1605/823,
14-35=-1605/823, 14-15=-1706/963
BOT CHORD 2-24— 1496/1194, 24-36— 717/560, 23-36=-717/560, 23-37= 717/560, 22-37=-717/560,
21-22=-2095/1257, 6-21=426/409, 21-38=-387/610, 20-38=-387/610, 20-39=-387/610,
19-39=-387/610, 19-40=-1266/2351, 40-41= 126612351, 18-41 =-1 266/2351, 11-18= 473/308
WEBS 3-24= 517/461, 5-24— 991/614, 5-22=-849/970, 7-19= 824/1658, 8-19=-535/425,
9-19=-119/357, 10-19— 1233/593, 16-18=-777/1554, 13-18=-549/1020, 13-16=-14561924,
14-16=-1091 /2119, 7-21 =-I 758/956
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 144-8, Extedor(2) 14-4-8 to
24-2-14, Intedor(1) 24-2-14 to 25-1-2, Exterior(2) 25-1-2 to 31-5-8, Interior(1) 31-5-8 to 44-3-1, Exterior(2) 44-3-1 to 49-2-4 zone; porch
d left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 683 lb uplift at joint 2, 686 lb uplift at joint 15
and 1541 lb uplift at joint 22.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
ob rruss I cuss Vype --Iuty
Y
424180 iAt I Piggyback Base 1 1 1
Job Reference (ootiona0
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MTek Industries, Inc- Fri Se 417:53:27 2020 Page
ID:pulzl r8Ohuhd_DaAMsyCSvygtED-_vPG40hhIMjFzcoIWJSFbmp8ZtQ73cmeMOXV5WygyC
4-5-6.11 11-0r0 30.0"5 �I 0
00 4&335 7-6083i, 4-0 0-7-11
Scale=1:97.1
5x6 = 2x4 11 5x6 =
6.00 12 3x6 II
3x4 11 7 8 3233 934 5x6 = 3x6 = 46 =
l 1 6 / I 4 1011 T12 13
3x6 % i
3x6 T // W5 W5
35 I
`� 4 5 ii W6 W1� W12 i 1 �
v� <
2x4 o m
' ST1.5x8 STP= 3
2x4 I 3� 2 \ t 1 1 6
19 12 MT20HS
i Iq
1 / \ ' 38 39 20 40 41 bz= I6 2 16 15 14 c 1
7 4x6 II 3x6 = 17 42 to
24 2336 37 22 5x8 4x6 11 5x8 = ST1.5x8 STP=
=
4x6 = 3x6 = 3x6 = ST1.5x8 STP= 46 11
5x8 11
18-e-o
8-4-0 16-4-0 1E8+0 248-0 33-10-0 41-7-0 4&0-8 49440
8-4-0 8-0-0 Od'-0 6-0-0 9-2-0 7.9.0 7-6-8 0- 8
2-0-0
Plate Offsets (X,Y)--[7:0-3-0,0-2-01, [9:0-3-0,0-2-01, [14:Edge, 0-3-81,1 6:0-3-0 0-0-01 [18:0-3-0 Edge] [25:0-2-2 0-1-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 I TC 0.96 Vert(LL) 0.27 22-24 >734 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(CT) -0.65 18-19 >606 180 MT20HS 187/143
BCLL 0.0 " Rep Stress Incr YES WB 0.99 Horz(CT) -0.03 22 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 318 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. Except:
B3: 2x4 SP No.3 10-0-0 oc bracing:16-18
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 13-14, 7-19, 9-19, 12-15, 13-15,12-18, 9-18,
OTHERS 2x4 SP No.2 7-21
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. I
REACTIONS. (lb/size) 14=1782/0-8-0 (min. 0-2-2), 2=100010-8-0 (min. 0-1-8), 22=276510-8-0 (min. 0-2-4)
Max Horz 2=546(LC 10)
Max Upliftl4- 682(LC 10), 2=-708(LC 10). 22=-1515(LC 10)
Max Grav 14=1 782(LC 1), 2=1008(LC 19), 22=2765(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-30=-1387/1139, 3-30- 1229/1151, 3-4- 1047/1003, 4-5=-913/1023, 6-31- 64/265,
7-32� 1629/1040, 832= 1629/1040, 8-33- 1629/1040, 33-34- 1629/1040, 9-34= 1629/1040,
9-10- 3564/1972, 10-11=-2944/1560, 11-12=-2921/1556, 12-35=-1800/936, 13-35=-1800/936,
13-14=-1707/973
BOT CHORD 2-24- 1487/1190, 24-36=-708/555, 23-36=-708/555, 23-37=-708/555, 22-37=-708/555,
21-22=-2110/1241, 6-21- 426/410, 21-38= 368/603, 38-39= 368/603, 20-39= 368/603,
19-20=-368/603, 19-40=-1149/2076, 40-41=-1149/2076, 18-41=-1149/2076, 11-18=-770/435
WEBS 3-24= 518/460, 5-24= 991/617, 5-22= 848/969, 7-19=-833/1648, 8-19=-541/421,
9-19=-716/419, 12-15=-1491/944, 13-15=-1171/2254, 12-18=-730/1330, 15-18=-864/1691,
10-18=-1318/811, 9-18= 1017/2018, 7-21- 1775/936
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 14-4-8, Exterior(2) 14-4-8 to
24-2-14, Interior(1) 24-2-14 to 25-1-2, Exterior(2) 25-1-2 to 33-5-8, Interior(1) 33-5-8 to 44-3-1, Exterior(2) 44-3-1 to 49-2-4 zone; porch
left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682 lb uplift at joint 14, 708 lb uplift at joint 2
and 1515 lb uplift at joint 22.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
Continue on pagog2red directly to the bottom chord.
-12424180
Base
• LOAD CASE(S) Standard
2424180 iA2 (Piggyback Base I1 I 1 Job Reference (optiona0
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: g.240 s Mar 9 2020 MTek Industries, Inc. Fri Sep 417:5329 2020 Page 1
19-3-11 ID:pulzl r80huhd_DaAMsyCSvygtED-xlXl ViixHzzzCvyedkUjhBuXyg7JXWFxgi0c9PygyCa
h5•1-1.5 i 245-0 5 31-42-4-121-&00OT545 4300358 11-4�&fi1117I 5&&&10 I1& I 49.4.0
6-it-0
0-7.11
Scale: 1/8"=1'
6.00 12
5x6 = 2x4 11 5x6 =
�
3x4 11 7 8 3233 934 3x4 ! I
6 I �4 6x8 = 5x8 = 3x4 =
j I 3x6 3x6 W , \W5 ; W5 \W7 035 11 1]� 13
d 5 / 36
2x4 O 4 �1 I ' 0 r`
ST1.5x8 STP= 3 85 0 11 VI{ 0 'O
2 I o
2x4 11 3� � 1 19 1 _ to
2 W9 1C 11'
1 39 20 5x8 = 40 41 17 16 15 14 I
?r 5x6 = 3x6 = lc1
0 24 2337 36 3x4 I I 2x4 11 ST1.5x8 STP=
22
3x6 = 3x6 = 5x12 = 6x8 =
4x6 = ST1.5x8 STP=
5x8 11
18.8-0
8-4-0 16-4-0 1&$-0 24-8-0 33.10-0 35-5.8 42-412 49-0-8 49r4-0
&40 B-0-0 0.4-0 &0-0 9.2-0 1-7-8 6-11-4 &7-12 0• -8
1--
Plate Offsets (X,Y)--
r7:0-3-0,0-2-01, f9:0-3-0,0-2-01, fl3:Edge,0-1-81,
[18:0-4-12,Edgel, f25:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
I TC 0.71
Vert(LL) 0.27 22-24
>727
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.92
Vert(CT).-0.6018-19
>656
180
BCLL 0.0 '
Rep Stress [nor YES
WB 0.99
Horz(CT) -0.03 22
n/a
n/a
I
BCDL 10.0
Code FB02017ITP12014
Matrix -AS
Weight: 310 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied.
B3,B6: 2x4 SP No.3 WEBS 1 Row at midpt 7-21, 7-19, 9-19, 9-18, 11-16, 12-14
WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing I
W9: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer j
OTHERS 2x4 SP No.2 f Installation guide. I
REACTIONS. (lb/size) 14=1776/0-8-0 (min. 0-2-2), 2=998/0-8-0 (min. 0-1-8), 22=2763/0-8-0 (min. 0-2-4)
Max Horz2=486(LC 10)
Max Upliftl4=-686(LC 10), 2=-737(LC 10), 22— 1487(LC 10)
Max Grav 14=1776(LC 1), 2=1007(LC 19), 22=2763(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-30=-1385/1226, 3-30=-1227/1238, 3-4— 1045/1091, 4-5=-910/1110, 6-31= 43/287,
7-32=-1634/1116, 8-32= 1634/1116, 8-33=-1634/1116, 33-34= 1634/1116, 9-34— 1634/1116,
9-1 0=-3462/2053,10-35=-3426/1918, 11-35=-3446/1913, 11-12=-2837/1557, 13-14=-260/213
BOT CHORD 2-24=- 148211187, 24-37=-704/553, 23-37=-704/553, 23-38— 704/553, 22-38— 704/553,
21-22=-2102/1216, 6-21=-427/410, 21-39= 352/597, 20-39=-352/597, 19-20=-352/597,
19-40= 1154/2065, 40-41 =-1 154/2065,18-41=-1154/2065, 15-16— 1077/2009,
14-15=-1077/2009
WEBS 3-24=-518/460, 5-24=-991/617, 5-22= 848/969, 7-21=-1771/908, 7-19=-850/1650,
8-19=-544/420, 9-19=-714/435, 9-18=-1052/1944,16-18=-1697/3328, 11 -1 8=-230/436,
11-16=-2271/1323, 12-16=-596/1067, 12-15=0/294, 12-14= 2446/1309
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 14-4-8, Exterior(2) 14-4-8 to
24-2-14, Interior(1) 24-2-14 to 25-1-2, Extedor(2) 25-1-2 to 34-11-8, Interior(1) 34-11-8 to 44-3-1, Exterior(2) 44-3-1 to 49-2-4 zone; porch
left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Bearing at joint(s) 22 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 686 lb uplift at joint 14, 737 lb uplift at joint 2
and 1487 lb uplift at joint 22.
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
1 JOD 'rrusb Irrubs iypn . y "y i
12424180 A3 (Piggyback Base 1 I 1
1Job Reference (optional)
Builders FlrstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Sep 4 17:53:30 2020 Page 1
ID:pulzl r8Ohuhd_DaAMsyCSvygtED-PU5Pi2jZ2H5gg3XKBR?yDPRln4TyGzN42Mm9hrygyCZ
11-_4�-0 5-6-11 11-1-5 16-8-0 19-3-11 24-8-0 30-0-5 33-8.3 37.4.0 , 43-4-0 49.4-0
ti 4-d 5-6-11 5 6-11 6 11 2-7-11 5-45 --~ 5-4-51 3-7-13 3-7-13 6-0-0 I 6-0-0
Scale = 1:94.5
5x6 =
3x6 = 5x6 =
6.00112 4x6 7T3 8 3233 934
i 3x8
31 �\ 410 35 5x6 = 5x8 = 3x4 i I
3x6 T I\ i W� 13
3x6 % 5
ray g� 2x4 \� 4 S W [ ,// W10 B v
ST1.5x8 STP= 3 \ \ I/ i 10
30 2 W 1 I 6
' 2x4 11 / T15 . 1 14
C? 1 2 R7 i 2 \ i —20 18 16 15 14 Io
4x6 — 36 19 39 4017 41 IN
24 23 37 22 5x8 — 4x6 —_ 3x8 = 4x6 —_ 5x8 = 2x4 I ST1.5x8 STP=
3x6 = 3x6 6x8 =
4x6 = ST1.5x8 STP=
5x8 I!
19-3-11
8-4-0 164 0 •16�8-0 30-0.5 37-4-0 43 I -4-0 49-0-8 49k 0
B-4-0 8-0-0 0-4-0 10.8-70 7-3.11 6-0.0 5-8-8 0 -8
2-7-11
Plate Offsets (X,Y)--[7:0-3-0,0-2-01,[9:0-3-0,0-2-01,[25:0-2-2,0-1-01
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 I TC 0.57 Vert(LL) 0.28 22-24 >717 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(CT)-0.6618-20 >590 180
BCLL 0.0 Rep Stress Incr YES I WB 0.99 Horz(CT) -0.02 22 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 I Matrix -AS Weight: 308lb FT=20%
LUMBER- BRACING-
7P CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
IT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except:
B3: 2x4 SP No.3, B5: 2x4 SP No.1 1 Row at midpt 6-21
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-20, 10-18, 12-14
OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 14=1760/0-8-0 (min.0-2-1), 22=2810/0-8-0 (min. 0-2-5), 2=967/0-8-0 (min.0-1-8)
Max Horz 2=429(LC 10)
Max Uplift14=-677(LC 10), 22=-1489(LC 10), 2=-743(LC 10)
Max Grav 14=1762(LC 20), 22=2810(LC 1), 2=990(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-30=-1348/1239, 3-30=-1190/1251, 3-4=-1008/1105, 4-5=-894/1124, 6-31— 40/341,
6-7=-716/546, 7-32=-586/534, 8-32=-586/534, 8-33— 1895/1219, 33-34=-1895/1219,
9-34= 1895/1219, 9-10=-2154/1277, 10-35= 3679/2052, 11-35=-3789/2045,
11-12= 3255/1736
BOT CHORD 2-24= 1435/1154, 23-24=-658/521, 23-37=-658/521, 22-37=-658/521, 21-22=-2133/1210,
6-21=-2144/1153, 20-38= 729/1334, 19-38=-729/1334, 19-39=-729/1334, 18-39=-729/1334,
18-40— 1333/2456, 17-40=-1333/2456, 17-41= 1333/2456, 16-41=-1333/2456,
15-16� 1153/2172, 14-15=-1153/2172
WEBS 3-24=-515/457, 5-24=-991/619, 5-22=-856/976, 6-20=-660/1566, 8-20=-1469/871,
IN 8-18=-353/893, 9-1 8=-251/591, 10-18=-1186/757, 10-16=-818/1671, 11-16=-2039/1156,
12-16= 710/1401, 12-14= 2594/1375
NOTES-
0) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 14-4-8, Exterior(2)14-4-8 to
24-2-14, Interior(1) 24-2-14 to 25-1-2, Exterior(2) 25-1-2 to 34-11-8, Interior(1) 34-11-8 to 44-3-1, Exterior(2) 44-3-1 to 49-2-4 zone; porch
left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for, a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL =1 O.Opsf.
6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 677 lb uplift at joint 14, 1489 lb uplift at joint
22 and 743 lb uplift at joint 2.
This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180
A4
6.00 Fiff
5x8
3x6 %3x6
ST1.5x8 STP= 5
4
yVi
2x4 h
2 /TY ! I
1 �/-W 4x6 =
23 22
ST1.5x8 STP=
2x4 1!
6x12 MT20HS=
46 =
1Piggyback Base 1 1 1i
IJob Reference (optional)
Run: 8240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 417:53:32 2020 Page 1
ID:pulzl r8Ohuhd_DaAMsyCSvygtED-LtC97klgZuLY3Nhils1 QlgW?lu9LkugNWfFGmkygyCX
1 19-3-11 24-B-0 30-0-5 34-8-3 39.4-0 44-4-0 49-4-0
6-3-13 5-4-b 5-4-5 4-7-13 4-7-13 5-0-0 5-0 0
Scale
5x6 =
3x6 = 5x6 =
7 g 3031 932
4x6
\ !%
i 103x6 6x12 MT20HS
29
6 7W�7
3X411
T14
W� 3 Wli=
0 m
I
o
20 -_- 19 18 33 34 17 16 35 15 14 iN i
5x6 = 3x8 = 5x6 WB= 3x8 = 5x12 = ST1.5x8 STP=
4x10 MT20HS= 6xl2 MT20HS=
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
I PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.93
Vert(LL)
-0.53 17-19
>967
240
I MT20
244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.96
Vert(CT)
-0.99 17-19
>518
180
j MT20HS
187/143
BCLL 0.0 "
Rep Stress Incr
YES
I WB 0.93
Horz(CT)
0.15 14
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 289 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD
Structural wood sheathing directly applied, except end vertical:
BOT CHORD 2x4 SP No.1 'Except'
BOT CHORD
Rigid ceiling directly applied.
Bi: 2x4 SP No2, B2: 2x4 SP No.3
WEBS
1 Row at midpt 5-20, 8-19, 8-17, 10-17, 10-15, 12-14
WEBS 2x4 SP No.3 `Except
MITek recommends that Stabilizers and required cross bracing
W3,W11: 2x4 SP No2
be installed during truss erection, in accordance with Stabilizer j
OTHERS 2x4 SP No2 *Except"
Installation guide. I
S61.2x4 SP No.3
REACTIONS. (lb/size) 14=2333/0-8-0 (min. 0-2-12), 2=410/0-8-0 (min. 0-1-8), 22=2793/0-8-0 (min. 0-3-5)
Max Horz 2=368(LC 10)
Max Upliftl4=-896(LC 10), 2=-273(LC 10), 22- 1306(LC 10)
Max Grav 14=2333(LC 1), 2=428(LC 19), 22=2793(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 303/340, 3-4=-253/395, 4-5=-242/444, 5-6=-3265/1706, 6-29=-3173/1807,
7-29=-3038/1828, 7-30=-2731/1761, 8-30= 2731/1761, 8-31=-3221/2006, 31'-32=-3221/2006,
9-32=-3221/2006, 9-10=-368212131, 10-11 =-6655/3499,11-12=-5751/2983
BOT CHORD 2-23=-391/222, 22-23- 391/222, 21-22=-2688/1442, 5-21=-2597/1463, 19-20=-1533/2840,
19-33- 1662/3146, 18-33=-1662/3146, 18-34=-1662/3146, 17-34=-1662/3146,
16-17=-2244/4172,16-35=-2244/4172,15-35=-2244/4172,14-15=-1798/3311
WEBS 5-20=-1600/2933, 6-20=-517/388, 7-19= 378/915, 8-19=-899/450, 8-17=-193/312,
9-17=-587/1198, 10-17- 1490/902, 10-15=-1236/2605,-11-15=-3299/1779, 12-15=-1399/2884,
12-14= 3827/2109, 3-22=-345/486
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-4-0, Interior(1) 3-4-0 to 14-4-8, Exterior(2) 14-4-8 to
24-2-14, Interior(1) 24-2-14 to 25-1-2, Exterior(2) 25-1-2 to 34-8-3, Interior(1) 34-8-3 to 44-3-1, Exterior(2) 44-3-1 to 49-2-4 zone; porch
left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Ail plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 896 lb uplift at joint 14, 273 lb uplift at joint 2
and 1306 lb uplift at joint 22.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1 /2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
r+
e
A5 I Piggyback Base 12 1 1
ID:pulzl rBDhuhtl_DaAMsyGSvygtED-p3mXL3ISKGTPhXGvsZZfr13F31VtTPyWKJ_plAygyGW
6.8-0
1-4-0 4-0-0 4-8,0 12-11-13
24-&I
3005 3
42 8-
8-5�I0--48�.0
146-.81-O2 i 9,-4-0
40.0 O-WO 6-3-13_
6.33-.1131
5-0-5
6-3420
2.0-0
Scale=1:98.7
6x8 =
6.00 r12
46 = 6x8 =
7
34 9
i
46 G
I
46
4
4x6 6
33
W7/
W7 I 10
8x10
35
Ci
5x8 5
I
Vir\
i6 W5
1131
0
3x6 % 4 r1
I q W8
0
�
ST1.5x8 STP— W3
12 36
2x4 11 32 1
4
ST1.5x8 STP= [m
go
13 09
1
1 2 I 4x6 II 19
18
1737
38 16 15 14
1N
0 2 5x6 =
22 21
5x8 =
5x6 =
5x8 = 4x6 =
6x12 MT2DHS=
46 = ST1.5x8 STP=
4x10 MT20HS=
2x4 11
6x12 MT20HS=
6-4-0
44-8-14 49-4-0
40-0 4,%0 fi,&0 12-11-13
19-3.11
30-0-5
36-4-3
42-8-0
440-0 �46-8-0 49.0-8
¢ao o- 0-0� 63-13
6-3.13
10-8-10
6-3-13
6-3-13
1-11-2 2�8T
1-8-0
D-8-14 D-3.8
Plate Offsets (X,Y)--
[5:0-3-0,Edge1, [11:0-5-0,0-4-81; fl2:0-10-4,Edge1, [23:0-2-20-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/dell
Ud
PLATES GRIP
TCLL
30.0
Plate Grip DOL 1.33
TC 0.63
Vert(LL)-0.5714-30 >898
240
MT20 244/190
TCDL
15.0
Lumber DOL 1.33
BC 0.94
Vert(CT)-1.0614-30 >482
180
MT20HS 187/143
BCLL
0.0 '
Rep Stress Incr YES
WB 0.68
Horz(CT) 0.51 13 n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix -AS
Weight: 402 lb FT = 20%
' ' 7MBER- BRACING-
1P CHORD 2x6 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied.
Ti : 2x4 SP No.2, T5: 2x8 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied. Except:
_JT CHORD 2x6 SP No.2 *Except* 5-5-0 oc bracing: 12-14
131: 2x4 SP No.2, B2: 2x4 SP No.3, B5: 2x6 SP M 26 WEBS 1 Row at midpt 4-19, B-18,18-16, 10-16
WEBS 2x4 SP No.3 *Except' MiTek recommends that Stabilizers and required cross bracing
W3,W1: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer j
OTHERS 2x8 SP 2400F 2.0E *Except'
01: 2x4 SP No.3 Installation guide.
LBR SCAB 11-13 2x8 SP 2400F 2.0E both sides
REACTIONS. (lb/size) 2=407/0-8-0 (min. 0-1-8), 13=233210-8-0 (min. 0-3-7), 21=2788/0-8-0 (min. 0-3-5)
Max Horz2=482(LC 9)
Max Uplift2=-421(LC-1 0), 13=-891(LC 10), 21=-1149(LC 10)
Max Grav2=431(LC 19), 13=2332(LC 1), 21=2788(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-32=-352/463, 3-32= 281/470, 3-4=-339/515, 4-5=-3309/1916, 5-33=-3167/1929,
6-33=-3078/1931, 6-7— 3223/1991, 7-8=-2781/1913, 8-34= 3267/2163, 9-34=-3267/2163,
9-10=-3755/2264, 10-35=-5327/3095, 11-35=-5450/3092, 11-31=-6295/3509,
12-36=-6069/3253,12-13=-1023/619
BOT CHORD 2-22=-300/182, 21-22= 300/182, 20-21=-2614/1283, 4-20=-2491/1283, 18-19 1364/2897,
18-37— 1403/3177, 17-37=-1403/3177, 17-38— 1403/3177, 16-38=-1403/3177,
15-16=-2360/4793, 14-15=-2360/4793, 12-14=-3168/6314
WEBS 4-19=-1453/2950, 6-19=-526/372, 6-18=-215/260, 7-18=-425/898, 8-18— 861/433,
8-16=-186/329, 9-16— 537/1070, 10-16=-1910/1160, 10-14=-638/1435, 3-22= 255/181,
11-14= 1947/1022, 3-21= 363/488
NOTES-
1) Attached 10-8-14 scab 11 to 13, both face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at
0-0-0 from end at joint 11, nail 2 row(s) at 4" o.c. for 2-0-0; starting at 3-6-1 from end at joint 11, nail 3 row(s) at 4" o.c. for 3-0-5.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 12-3-15, Exterior(2) 12-3-15 to
37-0-1, Interior(1) 37-0-1 to 44-0-13, Exterior(2) 44-0-13 to 49-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
Continued on page 2
2424180
Piggyback Base
NOTES- —
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 lb uplift at joint 2, 891 lb uplift at joint 13 and 1149 lb uplift at joint 21.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the ti._
chord.
LOAD CASE(S) Standard
AH7 Hip Girder I 1 I 2
7-0-0
1.4- 3-2-4 6-40 6-4-8 12-1-10 16.5-0 20-B-6 2410.0 29-3-6 33-7.0 37-10-10 - 42-4-0 45-10-0 49-4.0
-4 3-2-4 3-1-120- -8 5-1-10 4-3-6 4-3-6 41-10 45-6 43-10 4-3-10 4-5-6 3-6-0
0-7-8
Scale=1:92.3
t
6.00 Fl21 Ox12
6x12 MT20HS WB -�'- 8x10 =
2x4 6
ST1.5x8 STP=A4_
2x4 =
2 el
3231
410 MT20HS-- ST1.5x8 STP=
3x4 =
8x10 =
Sx10 =
5x8 =
6x8 = 3x6 11
6x12 MT20HS =
5x6 = 6x8 = 46 =
it 1046 47 148 49,,
58 ea 5928 60 L7 6162 Lb 6364
4x6 = 4x6 =
6x8 = 6xl2 MT20HS=
6x12 MT20HS=
4x8 = 2x4 11
50 13 51 __ 14 52 53 155455 5616
65
24 66 67 23 68
3x4 II 7x10 =
1 0x1 6 MT20HS=
69 22 21 70 20717273 19
410 MT20HS= 3x6
2x4 11 5x8 =
i
4x6 =
r
7-0-0
3-2-4 6.40 6-4- 12-1-10 16-5-0 16$-12 20.8.6 29-3-6 33-7.0 1 37-10.10 42-4-0 49-0-8 49r4-0
3-2-4 3�0--6 5-1-10 4-3-6 0- 121� 4 8-7.0 43.10 43-10 45-6 6-8-6 0-3-8'
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.99
Vert(LL)
0.99 23-24 >513 240 MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.96
Vert(CT)
-1.03 23-24 >493 180 MT20HS
187/143
BCLL 0.0
Rep Stress Incr NO
WB 0.50
Horz(CT)
0.15 18 n/a n/a
BCDL 10.0
Code FBC2017TTP12014
Matrix-MSH
I Weight: 669 lb
FT = 20%
- ;1MBER-
BRACING-
)P CHORD 2x6 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc puriins.
T3,T4: 2x8 SP 240OF 2.OE, T6: 2x4 SP No.2,
T1: 2x4 SP M 31
BOT CHORD Rigid ceiling directly applied or 3-8-15 oc bracing.
r3OT CHORD 2x4 SP No.2 *Except*
<
B3: 2x6 SP No.2, B6,B7: 2x4 SP No.1, B4: 2x6 SP M 26
WEBS 2x4 SP M 31 'Except*
W2: 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
REACTIONS. (lb/size) 18=4030/Mechanical, 2=-4539/0-8-0 (min. 0-2-1), 32=11469/0-8-0 (min. 0-6-12) ,
Max Horz 2=189(LC 7)
Max Upliftl8=-2994(LC 8), 2=-4819(LC 18), 32=-9293(LC 8)
Max Grav 18=4034(LC 18), 2=3532(LC 8), 32=11469(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3- 8177/10612, 3-4- 8726/11159, 4-5=-8716/11300, 5-6=-8909/11474, 6-41= 2011/2703,
41-42- 2011/2703,7-42=-2011/2703, 7-8=-5187/4173,8-43=-5187/4173, 43-44=-5187/4173,
9-44=-5187/4173, 9-45=-5187/4173, 45-46= 5187/4173, 10-46=-5187/4173,
10-47=-1122218952, 47-48=-11222/8952, 48-49=-11222/8952, 11-49- 11222/8952,
11-12- 15918/12646, 12-50- 15937/12667, 13-50=-15937/12667, 13-51=-11434/9143,
" 51-52= 11434/9143, 14-52=-11434/9143,14-53=-10110/8048, 53-54=-10110/8048,
15-54=-10110/8048, 15-55=-10115/8051, 55-56=-10114/8051, 16-56=-10111/8051,
16-17=-8153/6359, 17-18=-8412/6406
BOT CHORD 2-32=-9359/7260, 31-32=-766/624, 30-57=-11517/9150, 57-58=-11517/9150,
29-58=-11517/9150, 29-59=-2703/2210, 28-59=-2703/2210, 28-60= 2703/2210,
27-60=-2703/2210, 27-61=-8748/11222, 61-62=-8748/11222, 26-62=-8748/11222,
26-63=-12552116055, 63-64=-12570/16075, 64-65=-12587/16093, 25-65- 12604/16110,
11-25=-2203/2717, 24-66=550/695, 66-67=-550/695, 23-67=-550/695, 23-68=-8838/11347,
68-69= 8838/11347, 22-69- 8838/11347, 22-70=-8838/11347, 21-70=-8838/11347,
21-71 =-8838/11347, 20-71=-8838/11347, 20-72=-5572/7296, 72-73= 5572/7296,
19-73= 5572/7296, 18-19= 5629/7446, 30-31=-383/379, 6-30=-6341 /4946
WEBS 23-25=-8791/11259, 13-25=-3928/5018, 13-23= 2892/2206, 14-22= 468/527,
14-20=-1627/1283,15-20= 658/448, 16-20=-2899/3651,16-19=-730/959, 17-19=-530/337,
30-32=-13824/10923, 5-30=-4095/3330, 3-32=-1056/840, 11-26- 5505/4334,
6-29=-7891/10022,10-26=-2022/2469,7-29= 4197/3233,10-27=-6869/5433,
7-27=-7025/8909, 9-27=-363/216, 5-32=-485/278
Continued on page 2
Hip Girder
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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 32-30 2x4 -1 row at 0-7-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS
(directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2994 lb uplift at joint 18, 4819 lb uplift at joint 2 and 9293 lb uplift at joint 32.
11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer
must provide for uplift reactions indicated.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 434 lb down and 393 lb up at 7-0-0, 110 lb down and 68 lb up at 9-0-12,
110 Ib down and 68 ib up at 11-0-12, 110 Ib down and 68 Ib up at 13-0-12, 110 Ib down and 68 Ib up at 15-0-12, 110 Ib down and 68 Ib up at 17-0-12, 110 Ib down and 68 Ib
up at 19-0-12, 110 lb down and 68 lb up at 21-0-12, 110 Ib down and 68 Ib up at 23-0-12, 110 lb down and 68 lb up at ,24-8-0, 142 lb down and 106 lb up at 26-3-4, 142 Ib
down and 106 lb up at 28-3-4, 142 lb down and 106 lb up at 30-3-4, 142 lb down and 106 lb up at 32-3-4, 142 lb down and 106 lb up at 34-3-4, 142 lb down and 106 lb up at
36-3-4, 142 Ib down and 106 lb up at 38-3-4, and 142 lb down and 106 lb up at 40-3-4, and 260 lb down and 337 lb up at 42-4-0 on top chord, and 250 lb down and 309 lb
up at 7-0-0, 264 lb down and 300 lb up at 9-0-12, 264 lb down and 300 lb up at 11-0-12, 264 lb down and 300 lb up at 13-0-12, 264 lb down and 300 lb up at 15-0-12, 264
lb down and 300 lb up at 17-0-12, 264 lb down and 300 lb up at 19-0-12, 264 lb down and 300 lb up at 21-0-12, 264 lb down and 300 lb up at 23-0-12, 264 lb down and 300
lb up at 24-8-0, 217 lb down and 262 lb up at 26-3-4, 217 lb down and 262 lb up at 28-3-4, 217 lb down and 262 lb up at 30-3-4, 217 lb down and 262 lb up at 32-3-4, 217
lb down and 262 lb up at 34-3-4, 217 lb down and 262 lb up at 36-3-4, 217 lb down and 262 lb up at 38-3-4, and 217 lb down and 262 lb up at 40-3-4, and 645 lb down and
649 lb up at 42-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-5= 90, 5-16=-90, 16-18=-90, 31-38=-20, 25-30=-20, 24-35=-20
Concentrated Loads (lb)
Vert: 5=83(F) 16= 140(F) 19=-645(F) 12=-42(F) 32=-250(F) 50=-42(F) 51=-42(F) 52=-42(F) 53= 42(F) 54=-42(F) 55=-42(F) 56=-42(F) 57=-264(F) 58= 264(F)
59= 264(F) 60=-264(F) 61=-264(F) 62= 264(F) 63=-264(F) 64= 264(F) 65=-264(F) 66� 217(F) 67=-217(F) 68= 217(F) 69=-217(F) 70=-217(F) 71=-217(F) 72=-217(F)
73=-217(F)
24241BO IAH9 IHip
9-0-0 '
1 4 0 6-4-0 8-0-0, 16-11-0 24 10-0 _ 32-7.0 40-4-0 44-10-0 49.4-0�
-4- 6.4-0 '1-8-0 7-11-0 7-11-0 7-9-0 7-9-0 46-0 46-0
1-0-0 Scale=1:91.2
6xl2 MT20HS= 3x4 11 6x12 MT20HS=
4x6 = 400 MT20HS= 4x4 = 4x10 MT20HS=
6.00 12 A 1 7 8 a 10
22 21 5x8 WB5x8 = 16 10 14 Id
=
46 = ST1.5x8 STP= 4x4 11 3x8 MT20HS= 3x6 = 46 =
5x8 Ii 8x10 =
3x6 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (loc)
I/dell
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33 I
TC 0.82
Vert(LL)
0.5817-18
>889
240
MT20
244/190
TCDL 15.0
Lumber DOL
1.33
BC 1.00
Vert(CT)
-1.0617-18
>487
180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.95
Horz(CT)
0.14 12
n/a
n/a
Weight: 286 lb
FT = 20%
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
LUMBER -
OP CHORD 2x6 SP No.2 `Except`
T1,T5: 2x4 SP No.2
JT CHORD 2x4 SP No.2 `Except`
B3: 2x4 SP M 31
WEBS 2x4 SP No.3 'Except*
W11: 2x4 SP M 31, W3: 2x4 SP No.2, W6: 2x4 SP No.1
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 4-18, 5-17, 15-17, 8-17,,10-15, 4-20
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
I Installation guide I
REACTIONS. (lb/size) 12=2304/Mechanical, 2=71/0-8-0 (min. 0-1-8), 22=3211/0-8-0 (min. 0-3-13)
Max Horz2=238(LC 9)
Max Upliftl2=-886(LC 10), 2=-273(LC 10), 22— 1297(LC 10)
Max Grav 12=2304(LC 1), 2=90(LC 19), 22=3211(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 351/926, 34=-259/1142, 4-31=-5068/3112, 5-31=-5071/3112, 5-32=-6826/4172,
6-32=-6826/4172, 6-7=-6826/4172, 7-33=6728/4122, 8-33=-6728/4122, 8-34=5282/3305,
9-34=-5282/3305, 9-10=-5281/3304, 10-11=4166/2522, 11-12= 4579/2805
BOT CHORD 2-22=-703/424, 19-20=-413/961, 18-19=-413/961, 17-18= 2716/5068, 7-17=-641/529,
15-16=-228/489, 14-15=-196513664, 13-14=-1965/3664, 12-13=-2396/4052
WEBS 20-22=-3099/1872, 3-20= 431/547, 4-18=-2523/4498, 5-1 8=-1 588/1138, 5-17= 1158/1919,
15-17=-2740/4882, 8-17=-862/1582, 8-15— 1486/1007, 10-15=-1103/2015, 10-13=-127/424,
11 -1 3=-5121479, 4-20= 3285/1711
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 886 lb uplift at joint 12, 273 lb uplift at joint 2
and 1297 lb uplift at joint 22.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
OAD CASE(S) Standard
,JUU-
2424180 I AH13 Roof Special 1 1 ,
IJob Reference (optional)
Builders FlrstSource, Tampa, Plant City, Florida 33566 Run- 8.240 s Mar 9 2020 Print: 8240 s Mar 9 2020 MTek Industnes, Inc. Fri Se 417:53 46 2020 Page 1
ID:RT7gCd5u0BKo6JOxaObsd5ygtTm-xZ2S3WvcGC6ZIWIP7o 1itn5QNXwVOCSRkre?GwygyCJ
1-4- 6-6-0 13-0-0 20-9.15 28-6-1 36-4-0 36�8.0 42-8-0 48-8-0 4"-0
-4 6-6-0 8-6.0 7-9-15 7-B-3 T 7-9-15 0-4-0 6-0-0 6.0-0 0=8-D
Scale:,'
6.00 ,12 10x20 MT20HS - 48 = 3x8 11
2x4 11; 4x6 = 6x8 = 5x8 = 3x8 I i
6 7 8 3Fi 9 10 7a 11 12
E
2x4
13
24 23 " 21 19 17 -- 16 10
ST1.5x8 STP= 4x8 = 3x6 = 5x8 = 3x8 MT20HS= 2x4 11 5x8 = 3x6 = ST1.5x8 STP=
4x6 = 3x6 11 3x8 MT20HS= 3x6 11
3x4 11
7x8 =
49.4-0
6-4-0 13-0-0 20.9-15 28-6-1 36-4-0 36-q-0 42-8-0 i 48-8-0 49-0�8
6-4-0 r 6-8-0 7-9-15 7-8-3 LN15 0-4-0 6-0-0 6-0-0 01-3-
0-3-8
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.79
Vert(LL)
-0.22 19
>999
240
I MT20
244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.90
Vert(CT)
-0.43 17-19
>999
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.96
Horz(CT)
0.07 13
n/a
n/a
1
BCDL 10.0
Cade FBC2017ITF 12014
Matrix -AS
Weight: 333 lb
FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2 *Except*
T2,T1: 2x4 SP No2
BOT CHORD 2x4 SP No2 *Except*
B5: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 0-8-0.
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end verticals —'
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 3-23, 5-21, 8-21, 8-17, 10-17, 10-14
MiTek recommends that Stabilizers and required cross bracing
ibe installed during truss erection, in accordance with Stabilizer
Installation ouide I
(lb) - Max Horz2=444(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) except 13= 749(LC 1), 2=-266(LC 20), 24=-1455(LC 10), 14=-1237(LC
10)
Max Grav All reactions 250 lb or less at joint(s) 2 except 13=336(LC 10), 24=3222(LC 1), 14=3068(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-30=-682/1001, 3-30=-664/1118, 3-4=-19071884, 4-31= 1859/886, 5-31=-1764/906,
5-32=-3095/1612, 32-33=-3098/1612, 33-34_ 3099/1611, 6-34=3101/1611, 6-7=-3098/1609,
7-8=-3098/1609, 8-35= 3005/1472, 9-35= 3009/1472, 9-10=-3024/1476, 12-13=-321/544
BOT CHORD 2-24=-872/216, 23-24— 872/216, 22-23= 898/1576, 21-22= 898/1576, 20-21— 1753/3537,
20-37=-1753/3537, 19-37=-1753/3537, 19-38=-1753/3537, 18-38=-1753/3537,
17-1 8=-1 753/3537,17-39= 852/1749, 16-39= 852/1749, 11-14=-886/589
WEBS 3-24=-3082/1753, 3-23=-1259/2682, 5-23=-1062/673, 5-21= 912/2076, 6-21=-782/522,
8-21=-639/204, 8-19=0/365, 8-17=-749/378, 9-17— 647/432, 10-17=-867/1773,
10-16=-533/391, 14-16— 931/1872, 10-14= 2179/1056
s
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 8-0-13, Exterior(2) 8-0-13 to
17-11-3, Interior(1) 17-11-3 to 44-3-1, Exterior(2) 44-3-1 to 49-2-4 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 749 lb uplift at joint 13, 266 lb uplift at joint 2,
1455 lb uplift at joint 24 and 1237 lb uplift at joint 14.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180 jAH15 Hip 1 1
_ ! Job Reference (optional)
a Builders RrstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Sep 417:53:47 2020 Page 1
ID:RT7gCd5uOBKo6JOxaObsd5ygtTm-PmcgHswE1 VEQNgKbhWpxP_eb?xirljTayVNZoMygyCI
�10 7.6.0 15-0-0 _ +16-8-0Q 22-6-11 _ 28-5.5_.� 34.4-0 39-6.0 448-0
Z'1 0 7-6-0 7-6.0 1-B-0 5-16-11 5-to-11 5-10-11 5-2.0 5-2-0
Scale=1:87.5
6.00 12 5x6 % 3x4 1
5x6 =
5 6 TA 734 8 g 36 10
1 ,4 (iW6 2x4 " 11 46
8 ST1.5x8 STP=
3 4 ! �S / \ I 12 13
ST1.5x8 STP= W2 p , g m
m 2x4 112 33 I'� 1 17 14 jo f o
1 7x8 = 37 38 16 39 15 40 Ilco"
( CD21 20 19 18 3x8 = 46 11
46 — 2x4 11 ST1.5x8 STP=
4x10 MT20HS I I
3x8 =
16-8-0
7-6-0 15-0-0 16-40 25-6-0 3440 44-4.8 44_$-0
7-6-0 7-6-0 '1.4-0 8-10-0 8-10-0 10-0.8 048
0.4-0
Plate Offsets (X,Y)-- [5:0-3-0,0-2-71, fl0:0-4-0,0-2-81, [13:0-4-4,Edgel, [17:0-2-4,Edgel, [18:0-3-8,Edgel, [22:0-2-2,0-1-01
LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) 0.23 21-32 >873 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) -0.31 14-28 >999 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.05 13 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 255 lb FT = 20%
LUMBER- BRACING-
)P CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
)T CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied.
133: 2x4 SP No.3 WEBS 1 Row at midpt 3-19, 5-19, 5-17, 7-17
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing —I
OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer
SLIDER Right 2x6 SP No.2 1-11-12 Installation guide.
REACTIONS. (lb/size) 13=1370/0-8-0 (min. 0-1-10), 2=709/0-8-0 (min. 0-1-8), 18=2959/0-8-0 (min. 0-3-8)
Max Horz2=317(LC 9)
Max Upliftl3=-515(LC 10), 2— 679(LC 10), 18=-1525(LC 10)
Max Grav 13=1397(LC 16). 2=757(LC 19), 18=2959(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-33=-737/1013, 3-33=-654/1030, 3-4=-25/492, 4-5=-9/676, 5-6= 331/927, 6-34=-335/918,
7-34=-335/918, 7-8=-1111/714, 8-35=-1111/714, 9-35=-1111/714, 9-36=-1528/1051,
10-36= 1528/1051, 10-11= 1752/1047, 11-12=-2094/1283, 12-13=-544/52
BOT CHORD 2-21— 915/585, 20-21 =-915/585,19-20=-915/585, 17-18=-2967/2316, 6-17=-437/217,
17-37— 55/653, 37-38— 55/653, 16-38— 55/653, 16-39— 510/1413, 15-39= 510/1413,
15-40— 510/1413, 14-40=-510/1413, 13-14=-982/1778
WEBS 3-21=-508/332, 3-19=-1057/1358, 5-19=-1346/1071, 17-19= 792/468, 5-17=-1731/1784,
7-17=-2024/1147, 7-16=-438/97019-16=-733/542,.10-14= 24/316, 11-14=-381/441
r4OTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-0-13, Interior(1) 3-0-13 to 8-8-3, Exterior(2) 8-8-3 to
- 21-3-13, Interior(l) 21-3-13 to 28-0-3. Exterior(2) 28-0-3 to 44-8-0 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 3x6 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 lb uplift at joint 13; 679 lb uplift at joint 2
and 1525 lb uplift at joint 18.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
IAD CASE(S) Standard
2424180 iAH17 IHip 11 I 1
18-8-0
1-40 5-5-5 10-10-10 16.3-15 17-0 0 26-0-5 32-4-0 37-1-0 4&&10 42-8-0 44&0
1-4-0' 5-5-5 5-5-5 5-5-5 0-& 7-4-5 &&11 4-9-0 2-11-10 ' 2-7-6 2-0.0
1-8-0
6x8
6x8 =
6.00112
6 7 34 __ 8 3536 9
3x6 I \ W6 I W8
3x6 5 15 \
ST1.5x8 STP= 3 4 / —
33 \ 2 1�/ 18
T 41 42 17 16 43
1 2 B2 5x8 = 3x6 ='
22 21 38 39 20 140
3x6 = 3x6 = ST1.5x8 STP=
4x6 = 5x8 =
6x8 =
�T
Scale,".. - 37
10x16 MT20HS,1
3x6
I
10 3x8
4 37 i
i 11
5x8 II I�
12 13 11
o
t~15CD
W2 Iv I�
rl
5x8 = 14 5x8 // o jN
1
ST1.5x8 STP=
5x12 =
18-8-0 44-8.0
8-1-15 16-3.15 1, -0 26-0-5 32-4.0 37-1-0 42.8.0 44-48
8-1-15 T 8.1-15 0- •1 7.45 6-3-11 49-0 5-7-0 1-8-8
n_ -
Plate Offsets (X,Y)--
[7:0-4-0,0-2-61, [9:0-4-010-1-151,
[11:0-2-9,0-1-121, [12:0-7-12,0-0-01,
[13:0-0-5,Edgel, (13:Edge,0-3-11, [20:0-3-8,0-3-01,
[23:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
I CS].
DEFL
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.65
Vert(LL)
-0.36 19
>947
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.95
Vert(CT)
-0.6715-17
>506
180
i
MT20HS
187/143
BCLL . 0.0
Rep Stress Incr YES
WB 0.97
Horz(CT)
0.13 13
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -AS
I
Weight: 278 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 -Except-, TOP CHORD Structural wood sheathing directly applied.
T2: 2x4 SP No.2, T3: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 6-20, 7-17, 9-17
B3,B4: 2x4 SP No.1, B5: 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 I be installed during truss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.3
Installation guide.
WEDGE
I
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=947/0-8-0 (min. 0-1-8), 20=261210-8-0 (min. 0-3-1), 13=1500/0-8-0 (min. 0-1-13)
Max Horz 2=364(LC 9)
Max Uplift2=-845(LC 10), 20=-1226(LC 10), 13=-611(LC 10)
Max Grav2=957(LC 19), 20=2612(LC 1), 13=1554(LC 16)
FORCES. (lb) - Max. ,Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-33=-1284/1553, 3-33=-1202/1565, 3-4=-941/1420, 4-5=-826/1439, 5-6=-188/369,
6-7=-118/494, 7-34=-1841/1383, 8-34=-1844/1383, 8-35=-1844/1383, 35-36=-1841/1383,
9-36=-184111384, 9-10=-3402/2182, 10-37= 3167/1973, 11-37==3263/1965,
11-12=4302/2561, 12-13=-672/433
BOT CHORD 2-22=-1416/1102, 22-38=-666/476, 21-38— 666/476' 21-39=-666/476, 20-39=-666/476,
16-17= 907/1852, 16-43=-907/1852, 43-44=-907/1852, 15-44=-907/1852, 12-15= 2399/4204,
10-15=-508/484
WEBS 3-22=-519/433, 5-22=-982/59215-20=-825/1047, 18-20=-1915/948, 6-18= 365/374,
11 -1 5=-1 513/947, 7-18=-1671/610, 7-17=-1049/2088, 8-17=-824/621, 9-15— 921/1610
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-0-13, Interior(1) 3-0-13 to 10-8-3, Exterior(2) 10-8-3 to
23-3-13, Interior(1) 23-3-13 to 26-0-3, Exterior(2) 26-0-3 to 38-7-13, Interior(1) 38-7-13 to 39-11-15, Exterior(2) 39-11-15 to 44-5-9 zone;
porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 2x4 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 845 lb uplift at joint 2, 1226 lb uplift at joint
20 and 611 lb uplift at joint 13.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
as
12424180 !AH19 jHip 1 1
�1
19.0-0
,1-4.0 5-5-5 10-10-10 i6-3-15 18-&0 26-9-14 30-4-0 33.10.0 37-1-0 40-0-10 42-B-0 448-0 i
4-4-0 5•SS 5.5-5 5-5-5 2d-10-H-0 7-9-14 3-6-2 N 3.3-0 2-11-10 2-7 6
Scale=1:89.4
6x8 =
6x8 =
6.00;12 7 8 35369 3710x16MT20HS--
6 W 6x8 I
3x6 5- 34 >2� W W6 \\ 10
3x6 5 1 �\ i / , g
2
ST1.5x8 STP= 3 \\ 135x6 I! o I
3 2 h 8 W2 lm �o
2 j 41 42 17 16 43 PF �qo
5 5x12 = 5x8 o to T i
1 5x8 =3x6 = 8 =14 IN
22 21 38 39 20 19 40 ST1.5x8 STP=
4x6 3x6 = 3x6 = ST1.5x8 $lg :F
6x8 =
18-8.0 44-8-0
8-1-15 16.3-15 16,4.0 26-9-14 31-4-0 37-1.0 42-8-0 44-4-8
' 8.1-15 8.1-15 0 1 ' 8.1-14 ' 4-6-2 1 0 5-7-0 '1.8-8
n_a_a
Plate Offsets (X,Y)—
[7:0-4-0,0-1-151, [9:0-4-0,0-1-151,
[10:0-3-12,Edgel,
[11:0-2-9,0-1-121,
[12:0-7-12,0-0-01, [13:0-0-5,Edgel, [13:Edge,0-3-11,
[20:0-3-8,0-3-01, [23:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
! TC
0.65
Vert(LL)
-0.35 19
>955
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
I BC
0.92
Vert(CT)
-0.68 17-18
>498
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB
0.97
Horz(CT)
0.13 13
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
; Matrix -AS
Weight: 280 lb
FT = 20%
LUMBER- BRACING-
)P CHORD 2x4 SP M 31 'Except` TOP CHORD Structural wood sheathing directly applied.
T2,T1: 2x4 SP No.2, T3: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
_JT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 6-20, 7-18, 7-17, 9-15
B3,B4: 2x4 SP No.1, B5: 2x4 SP No.3 . MiTek recommends that Stabilizers and required cross bracing 1
WEBS 2x4 SP No.3 i be installed during truss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.3 Installation guide.
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=952/0-8-0 (min. 0-1-8), 20=260410-8-0 (min. 0-3-1), 13=1503/0-8-0 (min. 0-1-14)
Max Horz2=412(LC 9)
Max Uplift2=-847(LC 10), 20=-1222(LC 10), 13=-612(LC 10)
Max Grav2=964(LC 19), 20=2604(LC 1), 13=1596(LC 16)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-33=-1295/1521, 3-33=-1212/1533, 3-4=-955/1390, 4-5=-834/1409, 5-34=-253/314,
6-34=-187/404, 6-7=-169/506, 7-8=-1715/1271, 8-35=-1716/1271, 35-36=-1712/1271,
9-36=-1711/1271, 9-37-3578/2236, 10-37=-3594/2210, 10-11=-3410/1969,
11-12=-4401 /2458, 12-13=-691 /424
BOT CHORD 2-22-1388/1108, 22-38=-642/495, 21-38— 642/495, 21-39=-642/495, 20-39=-642/495,
18-41= 121 /413, 41-42— 121 /413, 17-42=-121 /413, 16-17= 735/1632, 16-43=-735/1632,
15-43=-735/1632, 12-15= 2292/4301, 10-15=-665/612
WEBS 3-22=-507/427, 5-22=-983/586, 5-20=-846/1016, 18-20= 1942/969, 6-18=-415/432,
11 -1 5=-1 436/790, 7-18=-1540/617, 7-17=-728/1557, 8-17=-663/483, 9-15=-1111/1879
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-0-13, Interior(1) 3-0-13 to 12-8-3, Exterior(2) 12-8-3 to
36-7-13, Interior(1) 36-7-13 to 39-11-15, Exterior(2) 39-11-15 to 44-5-9 zone; porch left exposed;C-C for members and forces & MW FRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) All plates are 2x4 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 847 lb. uplift at joint 2, 1222 lb uplift at joint
20 and 612 lb uplift at joint 13.
This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180
3x6
2x4\_4
ST1.5x8 STP = 3
2x4 11
C1z
D
46 =
5-5-5 5-5-5 2-4-0 '
6.00112
3x4 /
6
36 % W4
3x6 T
5
p19
B241
� --- x8=
23 22 39 40 21 20
3x6 = 3x6 = ST1.5x8 STP=
6x12 MT20HS=
I' I 1 IJob Refe
Run: 8.240 s Mar 9 2020 Print: 8.240 s
ID:RT7gCd5uOBKo6JOxaObsd.'
I-0-0 24-8-0 28 33-1
2-401 3-8-0 3-8-04-0 I 55 0-0
5x6
5x6
7 r 8
4x6
9 37 3x6
10 3x6
11 38 46
i I �_T5, ST1.5x8 STP=
B W10 �1213
42 i8 17 vv, � 6x8 =
15 14
46 =
5x8 = 3x4 11 5x6 = 4x6 11
B-2-0 16-4-0 18-8-0, 28-4-0 33-10-0 39-3-0 44-4-8 1;?-1 o_e_n c_n _o
Scale..__
Plate Offsets (X,Y)--
[7:0-3-0,0-2-71, [8:0-2-15,0-2-51,
[13:0-4-4,Edgel,
[16:0-6-4,0-3-41, f21:0-3-8,0-3-01, [24:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC
0.88
Vert(LL)
0.24 21-23
>812
240
I MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC
0.93
Vert(CT)
-0.3818-19
>891
180
MT20HS
187114.3
BCLL 0.0 '
Rep Stress Incr YES
WB
0.96
Horz(CT)
0.03 13
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix
-AS
Weight: 279 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except` BOT CHORD
Rigid ceiling directly applied. Except:
B4,B5: 2x6 SP No.2, 136: 2x4 SP No.3
3-7-0 oc bracing:19-21
WEBS 2x4 SP No.3 WEBS
1 Row at midpt 7-19
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
SLIDER Right 2x6 SP No.21-11-12
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=982/0-8-0 (min. 0-1-8), 13=1 551 /0-8-0 (min. 0-1-14), 21=255310-8-0 (min. 0-3-0)
Max Horz2=458(LC 9)
Max Uplift2= 878(LC 10), 13=-641(LC 10), 21=-1169(LC 10)
Max Grav2=988(LC 19), 13=1592(LC 16), 21=2553(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-35=-1349/1606, 3-35=-1266/1618, 3-4=-1009/1470, 4-5=-897/1489, 5-36=-249/445,
6-36_ 198/455, 6-7=-191/671, 7-8=-1535/1244, 8-9=-1788/1264, 9-37= 2405/1618,
10-37=-2492/1607, 10-11— 2546/1606, 11-38— 2335/1431, 12-38=-2432/1417,
12-13=-414/240
BOT CHORD 2-23=-1472/1157, 23-39=-730/542, 22-39=-730/542, 22-40=-730/542, 21-40=-730/542,
19-41_ 316/733, 41-42=-316/733, 18-42= 316/733, 17-18— 1150/2177, 16-17=-1150/2177,
9-16— 219/464, 14-15— 89/260, 13-14=-1110/2048, 19-21— 1931/857, 6-19=-501/477
WEBS 3-23=-504/442, 5-23= 949/588, 5-21=-842/947, 7-19=-1509/511, 8-18=-62/274,
9-18=-1010/728, 14-16=-1047/1837, 11-14=-411/326, 7-18— 390/1078
NOTES- e
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=45ft; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-0-13, Interior(1) 3-0-13 to 14-8-3, Extedor(2) 14-8-3 to
34-7-13, Interior(1) 34-7-13 to 40-2-6, Exterior(2) 40-2-6 to 44-8-0 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 878 lb uplift at joint 2, 641 lb uplift at joint 13
and 1169 lb uplift at joint 21.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Base
1 I 1
I
M
s
18-8-0
,1-4- 5-6-11 11-1-5 16.8.0 17 3,11 23-8-11 28.9.5 33-10-0 412 49-4-0
i MIA 11 5-6-11 5.6.11 0-7-11 S-0-11 5.0.11 S-0-11 7.10.1I
1-4-5
5x6
6.00 12 3x4 II
6 7 31
5
T/
W j
II
2x4 ��
4
30
/
a
I i1
ST1.5x8 STP= 3
29
2x4 I i T
m 12
2
0 36
--
5x12 =
c
24 2334 35
99
ST1.5x8 STP=
46 =
5x8 11
32 9
37 19 3B 39
3x4 II 46 = 46 =
10 11 TA 12 33 TV 14
Wil 0
o i iI
17 16 40 15
3x4 = 5xB = ST1.5x8 STP=
46 11
18-8-0
8-4-0 16-4-0 16 8-0 26-3-0 33-10-0 41.8.12 49-0-8 49+0
8-4-0 8.0-0 0 7-7-0 7-7-0 7-10.12 7-3-12 0-3-8
9-n.n
Scale=1:94.4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in (loc)
Well
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
I TC 0.93
Vert(LL) 0.27 22-24
>742
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.89
Vert(CT) -0.42 19-21
>936
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.98
Horz(CT) -0.03 22
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -AS
Weight: 308 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
'DT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied.
B3,B6: 2x4 SP No.3 WEBS 1 Row at midpt 14-15, 12-16, 14-16, 8-21
EBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer
j Installation guide.
REACTIONS. (lb/size) 15=1774/0-8-0 (min. 0-2-2), 2=982/0-8-0 (min. 0-1-8), 22=2769/0-8-0 (min. 0-2-4)
Max Horz 2=564(LC 10)
Max Upliftl5=-686(LC 10), 2=-677(LC 10), 22=-1536(LC 10)
Max Grav 15=1780(LC 20), 2=982(LC 1), 22=2769(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-29=-1363/1094, 3-29= 1205/1106, 3-4=-1022/958, 4-30=-906/967, 5-30=-817/977,
8-32=-2092/1018, 9-32=-2092/1018, 9-10=-2566/1249, 10-11=-2566/12493 11-12-2561/1250,
12-33= 1593/774, 13-33=-1593/774, 13-14=-1593/774, 14-15=-1710/923
BOT CHORD 2-24-1564/1169, 24-34=-782/528, 23-34-782/528, 23-35= 782/528, 22-35= 782/528,
21-22=-2096/1216, 6-21-317/357, 20-21=-903/1721, 20-36-903/1721, 36-37=-903/1721,
19-37-903/1721, 19-38-1177/2374, 38-39=-1177/2374, 18-39-1177/2374, 11-18=-584/389
WEBS 3-24=-520/482, 5-24=-995/621, 5-22=-847/1065, 8-19-278/919, 9-19=-689/384,
9-18=-1 60/295, 16-18=-751/1489, 12-18=-573/1174, 12-16— 14581882, 14-16=-1025/2115,
7-21=-441/218, 8-21= 2211/1100
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-3 to 3-8-0, Interior(1) 3-8-0 to 1.0-3-15, Exterior(2)10-3-15 to
24-3-6, Interior(1) 24-3-6 to 44-3-1, Exterior(2) 44-3-1 to 49-2-4 zone; porch left exposed;C-C for members and forces. & MW FRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 686 lb uplift at joint 15, 677 lb uplift at joint 2
and 1536 lb uplift at joint 22.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
)AD CASE(S) Standard
80 1 BGR I Half Hip Girder
1-9-4 2-10-8 3-6-8
1-9-4 I 1-1-4 0-8-0 1
4 2x4 11
3x6 =
ST1.5x8STP= 1-9-4 3-3-0 , 3-6-8
Scale
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.30
Vert(LL) -0.02
6 >999 240 MT20 244/190
TCDL 15.0
Lumber DOL 1.33
I BC 0.79
Vert(CT) -0.03
6 >999 180 MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr NO
WB 0.80
Horz(CT) 0.01
5 n/a n/a
BCDL 10.0
Code FB02017ITP12014
Matrix -MP
Weight: 20 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-5-13 oc purlins,
BOT CHORD 2x6 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 7-4-2 oc bracing.
MiTek recommends that Stabilizers and required cross bracing' j
be installed during truss erection, in accordance with Stabilizer
Installation guide. I
REACTIONS. (lb/size) 1=1494/0-8-0 (min. 0-1-12), 5=1766/Mechanical
Max Horz 1=90(LC 25)
Max Upliftl=-618(LC 8), 5— 801(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2531/1005
BOT CHORD 1-6— 946/2245, 6-9=-946/2245, 5-9=-946/2245
WEBS 2-6=-900/2246, 2-5=-2471/1036
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 1 and 801 lb uplift at joint
5.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 107 lb up at 3-4-12
on top chord, and 2692 lb down and 1057 lb up at 1-7-4, and 188 lb down and 127 lb up at 2-10-8 on bottom 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-4= 90, 1-5=-20
Concentrated Loads (lb)
Vert: 4— 68(F) 6=-2692(B) 9=-126(F)
' o russTruss Type ty y
I2424180 I BGR1 Half Hip Girder 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 Welt Industries, Inc. Fri Sep 417:53:54 2020 Page 1
1. I D: RT7gCd5uOBKo6JOxaObsdSygtTm-i 6XTI FOdOf7QiIMxbURaBTQu8lmVuvYcZSaQYSygyCE
1-10-0 2-10-8
1-10-0 1-0-8 9 8
4 2x4 11
3x6 =
ST1.5x8 STP= 1-10-0 3-4-8
1-in-n I 1-R-A
Scale=1:11.5
Plate Offsets (X,Y)--
[1:0-2-4,Edgel, [3:0-3-0,0-2-01, [5:Edge,0-4-41,
[6:0-3-8,0-4-121
LOADING (psf)
SPACING- 2-0-0
! CSI.
DEFL.
in
(loc)
I/defl
L/d
_
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.35
Vert(LL)
0.02
6
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.51
Vert(CT)
-0.02
6
>999
180
BCLL 0.0
Rep Stress Incr NO
WB 0.66
Horz(CT)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Weight: 21 lb , FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
)T CHORD 2x6 SP No.2
EBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=1031/0-8-0 (min. 0-1-8), 5=1249/Mechanical
Max Horz 1=90(LC 8)
Max Uplifts _ 772(LC 8), 5= 959(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1713/1277, 2-3=-1661/1268
BOT CHORD 1-6— 1170/1495, 6-9=-312/401, 5-9=-312/401
WEBS 3-5=-964/749, 3-6=-1444/1840
Structural wood sheathing directly applied or 3-8-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-6-7 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer I
I Installation guide. I
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 772 lb uplift at joint 1 and 959 lb uplift at joint
5.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 106 lb up at 3-6-4
on top chord, and 1701 lb down and 1359 lb up at 1-8-12, and 188 lb down and 128 lb up at 2-10-8 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
8) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 3-4=-90, 1-5=-20
Concentrated Loads (lb)
Vert: 4= 69(B) 6=-1701(F) 9=-124(B)
80 i BH7 I ROOF SPECIAL GIRDER 1 r�
G
�.� G.e 0Cn T.m 01— R9„ CI Wd 119.. v Dun• 2 OAn � nn., O.OnOn M
:SII�1�>SQ:)�aIIiQ:�cII�3�:
5x6 11
10 US 1
i
8x14 MT20HS i 2x4 11 8x14 MT20HS= x �q 11 6x8 — 6x8 =
6.00 12 5x12 = 6x12 MT20HS= 12
2x4 4 5 6 8 \
ci cc ST1.5x8 STP= 1 I
2x4 I T3 3 4 35 7 i \ Vt 2 4
dt 12
—B2-- / --
37 38 39 40 19 17
25 24 23 22 21 20 18
5x12 5x12 = 8x14 MT20HS= 6x8 = 2x4 11 10x16 MT20HS= 6x8 = 5x6 = 5x8 = 46 =
4-11-12 1-4-0
Scale; 3
2x4 //
14 ,-
—\�---2x4 !I 6
15
m N
16 v
0
ST1.5x8 STP=
46 =
U
7-0-0 13-4-0 18-0-0 25-0-0 29-4-0 33-8-0 39-11-0 45-10-4 52�-0-8 52+0
7-n-n R-a-n d-A-n 7-n-n d-d-n d-d-n R 9-n R-11-4 R-P-a n-.1-R
Plate Offsets (X,Y)--
[1:0-2-2,0-1-0], [2:0-3-6,0-3-0], [4:0-11-14,0-3-4], [5:0-4-8,0-2-8], [7:0-6-0,Edge), [8:0-7-0,0-4-12], [12:0-4-0,0-3-8], [13:0-4-0,0-1-15], [15:0-8-0,Edge],
[16:0-2-2,0-1-01,[21:0-8-0,Edgel,[23:0-2-8,0-3-81,[24:0-7-0,0-5-01,[25:0-4-0,0-2-81
LOADING lost)
SPACING- 1-8-0
! CSI.
DEFL. in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.96
Vert(LL) 1.35 22-23
>466
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.63
Vert(CT) -1.65 22-23
>380
180
MT20HS
1871143
BCLL 0.0
Rep Stress Incr NO
WB 0.98
Horz(CT) 0.28 15
n/a
n/a
BCDL 10.0
Code FBC2017[TP]2014
I Matrix-MSH
I Weight: 765 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc purlins,"
T1,T7: 2x4 SP No.2, T2,T3: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-8-13 cc bracing.
BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-25, 9-20
WEBS 2x4 SP No.3 'Except
W3,W9,W7: 2x4 SP No.2, W6: 2x6 SP No.2
OTHERS 2x4 SP No.2
WEDGE
Left: 2x4 SP No.3
REACTIONS. (lb/size) 2=6368/0-8-0 (min. 0-2-10), 15=4064/0-8-0 (min.0-1-11)
Max Horz2=339(LC 7)
Max Uplift2=-4373(LC 8), 15=-2313(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-13692/9486, 3-4=-13561/9484, 4-32=-12356/8708, 32-33=-12358/8709,
5-33=-12360/8709, 5-34-24109/16347, 34-35-24109/16347, 6-35-24109/16347,
6-7==24109/16347, 7-36=-24109/16347, 8-36=-24109/16347, 8-9— 13727/8633,
9-10=-8540/5318, 10-11-8523/5325, 11-12-10156/6118, 12-13-8962/5378,
13-14=-8299/4802, 14-15=-8468/4813
BOT CHORD 2-25=-8343/12169, 25-37=-13764/20183, 37-38= 13764/20183, 24-38=-13764/20183,
24-39= 13764/20183, 39-40= 13764/20183, 23-40=-13764/20183, 22-23=-13855/21820,
21-22=-13854/21812,20-21=-7307/12024,19-20=-4724/8228,18-19=-4724/8228,
17-18=-3962/7105, 15-17-4178/7515
WEBS 3-25=-374/262, 4-25-3825/5469, 5-25-8923/6020, 5-24=-705/732, 5-23=-2918/4853,
6-23= 602/365, 8-23=-3562/2908, 8-21=-12324/8246, 9-20=-7134/4732, 10-20=-4490/7139,
11-20=-1332/739, 11-18= 977/1872, 12-18= 4689/2828, 13-18-2168/3555, 13-17=-188/526,
14-17=-356/240, 9-21=-5030/7632
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-7-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc.
Webs connected as follows: 2x4 -1 row at 0-9-0 cc, Except member 6-23 2x4 -1 row at 0-4-0 cc, 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=52ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Continued on page 2
BH7 I ROOF SPECIAL GIRDER
NOTES -
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any
Dther members. ,
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4373 lb uplift at joint 2 and 2313 lb uplift at joint 15.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 297 lb down and 332 lb up at 7-0-0, 133 lb down and 106 lb up at 9-0-12,
133 lb down and 106 lb up at 11-0-12, 133 lb down and 106 lb up at 13-0-12, and•133 lb down and 106 lb up at 15-0-12, and 258 lb down and 224 lb up at 17-0-12 on top
chord, and 653 lb down and 641 Ib up at 7-0-0, 221 lb down and 258 lb up at 9-0-12, 221 lb down and 258 lb up at 11-0-12, 221 lb down and 258 lb up at 13-0-12, 221 lb
down and 258 lb up at 15-0-12, and 95 lb down and 19 lb up at 17-0-12, and 3217 lb down and 2525 lb up at 17-11-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-75, 4-8= 75, 8-10=-75, 10-12= 75, 12-13= 75, 13-16= 75, 2-15=-17
Concentrated Loads (lb)
Vert: 4=-176(B) 25=-653(B) 5= 57(B) 24= 221(B) 23=-3217(B) 32=-57(B) 33=-57(B) 34=-57(B) 35=-208(B) 37=-221(B) 38=-221(B) 39=-221(B) 40=-82(B)
2424180 1BH9
6x12 MT20HS
6.0
�q ST1.5x8
2x4 I
1 , 6
0
ROOF SPECIAL
6-0-9
1 I 1 !Job Refe
240 s Mar 9 2020 Print: 8.240 s
2x4 II 7x10 =
410 MT20HS=
6 8 32
5x8 11
9
5x6
10 33 8x10 =7x10
11
Scale:*��_ _tl
2x4 E 1
14
15
23 22 21 20 19 18 34 17 16
5x8 = 5x8 = 8x14 MT20HS= 2x4 !I 5x12 = 46 = 5x8 = ST1.5x8 STP=
8x14 MT20HS= 4x10 MT20HS= 5xB =
9-0-0 6-0-9
5-10-13
6-0-9
6-8-0
8-1-8
' 3-0-0 ' 7-3-0
0-3-8
Plate Offsets (X,Y)--
[1:0-2-2,0-1-0], [2:0-1-11,Edge], [4:0-7-6,0-2-0],
[8:0-5-4,0-4-4], [11:0-5-4,0-4-4],
[12:0-7-14,0-3-4], [14:0-1-11,Edge),
[15:0-2-2,0-1-0], [19:0-6-0,0-2-01,
[21:0-7-0,0-4-81,[22:0-7-0,04-81
LOADING (psf)
SPACING- 2-0-0 1
CS1.
DEFL.
in (loc)
I/defl Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.64
Vert(LL)
0.75 20-21
>838 240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.44
Vert(CT)
-1.36 20-21
>461 180
MT20HS
187/143
BCLL 0.0 '
Rep Stress incr YES I
WB 0.96
Horz(CT)
0.26 14
n/a n/a
BCDL 10.0
Code FB02017/TP12014
Matrix -AS
Weight: 369 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
T1,T7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-23, 9-19, 10-19, 10-17
WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 8-19
W4: 2x4 SP No.1, W5: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=2992/0-8-0 (min. 0-2-8), 14=2992/0-8-0 (min. 0-2-8)
Max Horz 2=-407(LC 8)
Max Uplift2=-1209(LC 10), 14-1209(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5892/3303, 3-4=-5505/3038, 4-30= 4917/2841, 30-31=-4919/2840, 5-31=-4920/2840,
5-6=-8236/4550, 6-7=-8251/4559, 7-8= 8251/4559, 8-32=-5197/2962, 9-32=-5078/2982,
9-10— 5143/3030, 10-33=-7264/4244, 11-33-7363/4234, 11-12=-5082/2948,
12-13=-5633/3175, 13-14=-5900/3322
BOT CHORD 2-23=-2760/5226, 22-23=-3497/7054, 21-22=-3497/7054, 20-21=-4317/8550,
19-20=-4320/8548,18-19= 2611/5326,18-34-2611/5326,17-34=-2611/5326,
16-17— 3291 /6504, 14-16=-2754/5225
WEBS 3-23=-482/467, 4-23=-987/2005, 5-23=-2663/1399, 5-21= 740/1484, 6-21=-546/345,
8-21=-496/271, 8-19=-4787/2687, 9-19=-2187/3959,10-19-1393/918, 10-17=-1213/2088,
11-17=-1690/1095, 11-16=-2314/1241, 12-16=-1191/2223, 13-16=-331/333
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=52ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-3 to 14-2-13, Interior(1) 14-2-13 to 28-5-3, Exterior(2) 28-5-3 to
38-10-13, Interior(1) 38-10-13 to 41-9-8, Exterior(2) 41-9-8 to 53-7-3 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1209 lb uplift at joint 2 and 1209 lb uplift at
joint 14.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
v
80
0
SPECIAL 11
1
6x12 MT20HS
6.00 12
3x6
ST1.5x8 STP= 3
cc
31 T
N-Lr. 2x4 11 1
l M 12
/ 0
24
5x8 = 2x4 11
4
6-0-0 6-0-0 6-0-0
46 = 7x10 =
4x10 MT20HS=
4x6 = 8
TI 32 ,33-\\ /7`' 4 7 T
23 22 35 23P 2037 38
5x8 = 6xl2 MT20HS= 6xl2 MT20HS=
4x6 =
19 39
6x8 =
46-9-8
7x10 it
Scale=1:102.8
9 �
6x8 8x14 MT20HSc
10 8x14 MT20HS=
\ 1l 1 0
2x4 \ 11 7U)
13 M
14 IT
40 18 17 16 15 C'
4x6 = 5x6 = 46 = ST1.5x8 STP =
4xl0 MT20HS= 5x8 =
5-9-4 11-0 0 20-0-0 29-0-0 1 36 4-12 43-9-8 1 46-9-8 1 52-0 8 52 fF-0
40_d q_9_�9 2A, C.n_n 7_d�9 7_d�3 _p
Plate Offsets (X,Y)--
[1:0-2-2,0-1-0], [2:0-1 -11, Edge], [4:0-7-14,0-2-4], [8:0-5-0,0-4-8], [10:0-3-8,0-2-4], [11:0-6-12,0-4-0], [12:0-11-14,0-3-4], (13:0-1-11,Edge], [14:0-2-2,0-1-0],
f1 9:0-1-8,0-2-01
LOADING (psf)
SPACING- 2-0-0
i
I CSI.
DEFL.
in (Icc)
Vdefl
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.75
Vert(LL)
0.70 19-21
>901
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.45
Vert(CT)
-1.26 19-21
>497
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.98
Horz(CT)
0.23 13
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
i Matrix -AS
I Weight: 366 lb
FT = 20%
IMBER- BRACING -
CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
T1,T7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-23, 8-19, 9-19, 9-18, 10-16
WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing
W6: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.2 Installation guide.
REACTIONS. (lb/size) 2=2992/0-8-0 (min. 0-2-8), 13=2992/0-8-0 (min. 0-2-8)
Max Horz 2=-407(LC 8)
Max Uplift2=-1209(LC 10), 13=-1209(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-31=-5904/3176, 3-31=5779/3186, 3-4=5256/2913, 4-32=-4657/2732, 32-33=-4658/2732,
5-33- 4661 /2731, 5-6=-6580/3680, 6-34=6860/3872, 7-34=-6860/3872, 7-8=-6860/3872,
8-9= 7801/4482, 9-10=-5763/3323, 10-11- 8492/4709, 11-12- 5363/3025, 12-13=5947/3212
BOT CHORD 2-24= 2657/5274, 23-24=-2657/5274, 23-35=-3000/6138, 22-35=-3000/6138,
22-36- 3000/6138, 21-36- 3000/6138, 21-37- 3389/6910, 20-37= 3389/6910,
20-38- 3389/6910,19-38=-3389/6910,19-39_ 2069/4522,39-40= 2069/4522,
18-40= 2069/4522, 17-18= 2787/5676, 16-17=-2787/5676, 15-16=3769/7470,
13-15= 2635/5241
WEBS 3-23- 740/521, 4-23- 898/1850, 5-23=-2012/1059, 5-21= 353/996, 6-21=-678/447,
6-19= 344/271, 8-19- 3761/2264, 9-19=-2556/4601, 9-18=-899/1721,10-18=-1425/948,
• 10-16=-149112705, 11-16=-2033/1247, 11-15= 2882/1469, 12-15- 1113/2256
NOTES-
1) Unbalanced roof live loads have been considered for this design.
,2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=52ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-3-3 to 3-11-9, Interior(1) 3-11-9 to 5-9-3, Exterior(2) 5-9-3 to
16-2-13, Interior(1) 16-2-13 to 29-0-0, Exterior(2) 29-0-0 to 38-10-10, Interior(1) 38-10-10 to 43-9-8, Exterior(2) 43-9-8 to 53-7-3 zone;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreq with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1209 lb uplift at joint 2 and 1209 lb uplift at
joint 13.
This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
80 81-113 ROOF SPECIAL GIRDER 11 I n lob Refs
— ci—c,,, T.— oi..,t ca,. M-H. aaeaa Run:9240 s Mar 9 2020 Pnnt: 8.240 s
6.00112 6x8 =
4x6: 5 32
3x6
2x4 11
3 4
S12.5x8 STPT Wi p
23
46 = 2x4 11
9-0-0
US =
2x4 ! 1 46 =
6 33 _ 34
22 21 35 20
4x6 = 4x6 = 5x8 =
6x8 =
9l
\\2x4 11
10
5x6
7x10 =
\\ \ 11 _ W11
19 36 8 37 38 17
46 = 5x6 = 8x14 MT20HS=
Scale 1
l�
0
2x4 11
—' 13 14 to
16 15
2x41i ST1.5x8STP=
6x8 = 5x8 =
49-4-12 52.4-0
6-6-0 13-0-0 22-0-0 31-" 38-5-8 39-9.6 111-0 46-11-0 � 52-0.8
6-6-0 9-0-0 9-0-0 7-5-8 1-40 6-1-6 3-0-00-5-'12 0• •8
2-7-12
Edael. [5:0-5-4.0-3-01, r8:0-5-4.0-3-01, N1:0-6-0,0-3-81, [12:0-3-0,0-2-71, [13:0-1 -1 0,Edge], [15:0-4-0,0-3-12], [17:0-7-0,0-4-8], 124:0-2-
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud
TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) 0.63 18-20 >992 240
TCDL 15.0 Lumber DOL 1.33 I BC 0.66 Vert(CT) -0.69 18-20 >913 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(CT) 0.17 13 n/a n/a
BCDL 10.0 Code FB02017fTP12014 Matrix-MSH
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except` TOP CHORD
T7,T1: 2x4 SP No.2 BOT CHORD
BOT CHORD 2x6 SP No.2 *Except*
B4: 2x6 SP M 26
WEBS 2x4 SP No.3 'Except'
W8,W11: 2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=3099/0-8-0 (min. 0-1-13), 13=4655/0-8-0 (min. 0-1-15)
Max Horz 2=409(LC 7)
Max Uplift2— 2402(LC 8), 13= 3086(LC 8)
FORCES. - (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6073/4598, 3-4=-5283/4044, 4-5=-515014064, 5-32— 6184/4888, 6-32=-6184/4888,
6-33=-6184/4888, 7-33— 6184/4888, 7-34=-6184/4888, 834=-6184/4888, 8-9= 6978/5485
9-10=-7739/5908,10-11=-7652/5655,11-12=-7280/4797,12-13— 9735/6352
BOT CHORD 2-23=-3932/5338, 22-23=-3932/5338, 21-22=-3293/4641, 21-35=-3293/4641,
20-35= 3293/4641, 20-36=-4395/6168, 19-36=-4395/6168, 18-19=-4395/6168,
18-37=-3382/4922, 37-38=-3382/4922, 17-38=-3382/4922, 16-17=-8536/12271,
15-16=-8533/12259, 13-15=-5555/8685
WEBS 3-23=-256/282, 3-22= 794/729, 5-22=-599/569, 8-18=-3451/2636, 9-18= 3127/3861,
9-17— 2328/3064, 11-17=-5660/3845, 11-16=-268/102, 11-15=-5459/4279, 8-20=-433/358
5-20=-1397/1925, 6-20=-940/544, 12-15=-2881/4378, 10-17=-734/487
PLATES
GRIP
MT20
244/190
MT20HS
187/143
Weight: 760 lb
FT = 20%
Structural wood sheathing directly applied or 3-9-7 oc purlins.
Rigid ceiling directly applied or 7-3-14 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131"&') nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=52ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2402 lb uplift at joint 2 and 3086 lb uplift at
i
joint 13.
Continued on page 2
SPECIAL GIRDER 1 I 2
`,)TES-
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1746 lb down and 821 lb up at 49-4-12 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-5=-90, 5-8=-90, 8-9=-90, 9-11=-90, 11-12— 90, 12-14=-90, 2-13=-20
Concentrated Loads (lb)
Vert: 15=-1746(F)
2424180
Roof Special
1-4-0 56-12 114-8 1r0 21-0-9 26*11-7 33-0.0 33-8 0 - - 42-6-8 49-4.0
1-4-0 5-6-72 5-6-12 3-10-8 6-0-9 5-10-13 6-0-9 0'-8- 2-1-0 6-9-8 6-9-8
Scala
6.00 ;12
4x10 MT20HS , 5x6 ,
355
l W413
8x10 —
3x6 11 4x6 = 6x8 = 10x12 = 3x4 11
6 36 7 37 8 38 9 39 10 11
a o T3 TA
46
4
ST1.5x8 STP=sg 3
T
2x41112 1
3r�
Q3
22
6.12 MT20HS=
25
24 46 =
4x8 = 412 = 3x4 it
40 4x6
12 3x6
13
41
21 20 19 117 0
,8 7x10 — �_ 14
4x10 MT20HS= 4x4 = 2x4 li
48 =
16 15
3x4 11 4x12 = 48 =
35-.
5-6-12 11.1.8 i 15-1-0 21-0-9 26-11-7 33-0-0 33-8r0 42.6-8 49-048 49.4-0
5-&12 5-6-12 3-10-8 &0-9 5-10-13 6-0.9 -& 2-1-0 ' &9-A 6-6-0 n-.9'-A
Plate Offsets (X,Y)--
[2:0-7-11,Edge], [4:0-5-0,Edge], [6:0-4-4,0-5-0], [10:0-6-0,0-3-2], [12:0-3-0,Edge], [14:0-0-0,0-0-4], [15:0-3-8,0-2-0], [17:0-2-12,0-5-4], [23 :0-7-8, Edge),
f25:0-3-8,0-2-01,[26:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.89
Vert(LL)
-0.5419-20
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.91
Vert(CT)
-1.0019-20
>593
180
MT20HS
187/143
BCLL 0.0 "
Rep Stress Incr YES
WB 0.71
Horz(CT)
0.53 14
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 359 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD
T3,T4: 2x8 SP 240OF 2.OE, T1: 2x4 SP No.2, T6: 2x4 SP No.1
BOT CHORD
BOT CHORD 2x4 SP No.1 *Except*
WEBS
B2: 2x4 SP No.2, B3: 2x6 SP M 26, B5: 2x4 SP No.3, B4: 2x6 SP No.2
WEBS 2x4 SP No.1
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 2=2841/0-8-0 (min. 0-3-6), 14=2712/Mechanical
Max Horz 2=379(LC 9)
Max Uplift2=-1159(LC 10), 14=-1037(LC 10)
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
1 Row at midpt 23-25, 5-22, 15-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
j Installation guide. I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-34= 5426/2760, 3-34=-5305/2770, 3-4= 8146/4191, 4-35=-7975/4202, 5-35=-7968/4205,
5-6=-5946/3230, 6-36= 6171/3428, 36-37=-6171/3428, 7-37=-6172/3428, 7-8=-6170/3426,
8-38=-6295/3498, 38-39=-6295/3498, 9-39=-6295/3498, 9-10= 6297/3501, 10-11=76271/3537,
11-40— 6370/3465, 12-40= 6386/3454, 12-13=-6532/3445, 13-41=-521612826,
14-41=-5392/2813
BOT CHORD 2-25= 2323/4762, 5-23=-957/2106, 22-23— 3458/7230, 21-22=-2423/5338, 20-21=-2423/5338,
19-20=-291 6/6295,18-19=-2434/5334, 17-18=-2433/5327, 14-15=-2369/4721
WEBS 3-25=-1857/1021, 23-25=-2440/4976, 3-23= 1135/2468, 5-22=-2490/1346, 6-22=-657/1407,
6-20=-562/1331, 7-20— 534/372, 8-20=-365/128, 8-19= 767/453, 15-17=-2423/4770,
13-17=-347/1130, 13-15=-1277/768, 10-18=-27/345, 10-19=-611/1438, 10-17=-780/1262
NOTES-
1) Unbalanced. roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 10-0-13, Exterior(2) 10-0-13 to
19-11-3, Interior(1) 19-11-3 to 29-0-5, Exterior(2) 29-0-5 to 38-10-11, Interior(1) 38-10-11 to 44-4-13, Exterior(2) 44-4-13 to 49-4-0
zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1159 lb uplift at joint 2 and 1037 lb uplift at
joint 14.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
so IBH17
1 I 1
1-4- 3-4-0 06-8-0 11-10-0 17-0-0 22-1-5 27-2-11 32-4-0 35-9-0 42-6 8 49-40
-4 34-0 1.0. 2-4-0 5-2-0 5-2-0 5-1-5 5-1-5 5-1-5 3-5-0 6-9-8 6-9-8
2x4 11
C? 2
V.
j o
46 =
5x6 =
6.00 FIT 3x6 =
7 35 8
5x8
3x6 % 6
44 I 34
! 5
3x6 WW2.
6x12 MT20HS=
24 23
3x8 MT20HS 1
3x6 = 46 =
3x6 = 5x6 =
379 38 10
4x6
21 20 41 42 19 43 44 18
3x8 = 46 = 3x6 = 3x10 =
1
16
3x4 11
Scale=1:94.5
3x6
39 4x6
12 C?
13
40 ao
2 T4 ST1.5x8 STP=
-' = \ m Ia
14 ry jN
0
15
4x12 = 46 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 I TC 0.91 Vert(LL) -0.38 17-18 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.76 Vert(CT) -0.71 18-19 >728 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.29 14 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 I Matrix -AS Weight: 295 lb FT = 20%
LUMBER- BRACING'
OP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
OT CHORD 2x4 SP No.1 'Except` BOT CHORD Rigid ceiling directly applied.
B1: 2x4 SP No.2, B2,B5: 2x4 SP No.3 WEBS 1 Row at midpt 6-22, 8-21, 9-18, 11-18, 15-17
WEBS 2x4 SP No.3 `Except` MiTek recommends that Stabilizers and required cross bracing 1
W 11: 2x4 SP No.2 I be installed during truss erection, in accordance with Stabilizer j
OTHERS 2x4 SP No.2 1 Installation guide. l
REACTIONS. All bearings 6-8-0 except (jt=length)14=0-8-0.
(lb) - Max Horz2=430(LC 9)
Max Uplift All uplift 100 lb or less at joint(s) except 2=-163(LC 10), 23=-945(LC 10), 14=-895(LC 10), 24=-193(LC
10)
Max Grav All reactions 250 lb or less at joint(s) 2, 2 except 23=2560(LC 15), 23=2551(LC 1), 14=2329(LC 16),
24=544(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-33=-156/600, 3-33- 144/671, 3-4= 396/848, 4-5= 214/572, 5-34=-204/587,
6-34=-197/646, 6-7=-3197/1966, 7-35=-2761 /1871, 8-35=-2781 /1871, 8-36=-3651 /2353,
36-37- 3651/2353, 9-37=-3651/2353, 9-38= 3651/2352, 10-38=-3651/2352,
10-11 =-4130/2542,11-39=-5162/3035, 12-39- 5175/3022, 12-13=-5305/3013,
13-40=4341/2545, 14-40=-4567/2532
BOT CHORD 2-24=-472/259, 22-23=-2570/1354, 4-22=-498/291, 21-22=-1236/2613, 20-21- 1595/3475,
20-41=-1595/3475, 41-42- 1595/3475, 19-42=-1595/3475, 19-43=-1764/3774,
43-44- 1764/3774, 18-44- 1764/3774, 17-18= 2295/4612, 11-17- 648/1306,
14-15=-2121/3989
WEBS 6-22- 3764/2211, 6-21- 1 /519, 7-21= 485/944, 8-21 =-1 259/681, 8-19= 195/623,
9-19=417/270, 9-18=473/165, 10-18= 843/1464, 11-18= 1657/1054, 15-17=-2196/4071, I
13-17=-187/733, 13-15=-1082/709, 22-24=-583/368, 3-22=-414/324
6TES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 10-0-4, Exterior(2) 10-04 to
23-11-12, Interior(1) 23-11-12 to 25-4-4, Exterior(2) 25-4-4 to 39-3-12, Interior(1) 39-3-12 to 44-4-13, Exterior(2) 44-4-13 to 494-0
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
") Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2, 945 lb uplift at joint 23,
895 lb uplift at joint 14,193 lb uplift at joint 24 and 163 lb uplift at joint 2.
Continued on page 2
2424180 jBH17 1Hip
NOTES- -
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the b-"-
chord.
LOAD CASE(S) Standard -
80 BH19
7x10 =
2x4 11 6x8 =
6.00 12 7
i
I
i 3x6
6 �I
3x6
3x6 � 5x8 5- W�
$T1.5xB STP= 5 % p
l�
� 2x4 11 33
1 —
C? 2 20 19
1 4x6 11
0 2 5x6 = 4x6 =
23 22
4x6 = ST1.5x8 STP=
2x4 11
6x12 MT20HS=
46 = 46 =
5x8 = 410 MT20HS=
6x12 MT20HS=
ST1.5x8 STP=
13
6-8-0 49.4-0
4-0-0 6.4-0 12-10-0 19-0-0 248-0 30-4.0 36-6-0 i 42-8.0 _ 144-8-0 460 8-0 49 ;
4-0-0 2.4-0 6-2-0 6-2-0 5-8-0 5-8-0 6-2.0 6-2-0 2.0-0 2-0-0-0-0 2-46
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
30.0
Plate Grip DOL
1.33
TC 0.67
TCDL
15.0
Lumber DOL
1.33
BC 1.00
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.99
BCDL
10.0
Code FBC2017/TP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
T3,T4: 2x6 SP No.2, T5: 2x8 SP 240OF 2.0E
)T CHORD 2x6 SP No.2 *Except*
B1: 2x4 SP No.2, B2: 2x4 SP No.3, B5: 2x6 SP M 26
WEBS 2x4 SP No.3 *Except`
W3: 2x4 SP No.2
OTHERS 2x8 SP 240OF 2.OE *Except*
01: 2x4 SP No.2
LBR SCAB 11-13 2x8 SP 240OF 2.0E both sides
Scale=1:97.1
DEFL in (loc) I/defl Ud PLATES GRIP
Vert(LL)-0.5614-31 >903 240 MT20 244/190
Vert(CT)-1.0514-31 >486 180 MT20HS 187/143
Horz(CT) 0.50 13 n/a n/a
Weight: 399 lb FT = 20%
BRACING-
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied. Except:
5-4-0 oc bracing: 12-14
WEBS 1 Row at midpt 9-17, 10-16
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. I
REACTIONS. (lb/size) 2=396/0-8-0 (min. 0-1-8), 13=2330/0-8-0 (min. 0-3-7), 22=280010-8-0 (min. 0-3-5)
Max Horz2=476(LC 9)
Max Uplift2=-415(LC 10), 13=-890(LC 10), 22=-1156(LC 10)
Max Grav2=421(LC 19), 13=2333(LC 16), 22=2800(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-33=-329/447, 3-33=-269/456, 3-4=-326/487, 4-5= 296/530, 5-34=-325011894,
6-34=-3022/1897, 6-7=-3188/1995, 7-8= 3270/2186, 8-35= 3266/2183, 9-35— 3266/2183,
9-10� 3795/2306, 10-36=-5372/3122, 11-36= 5502/3119, 11-32=-6483/3615,
12-37= 6159/3316, 12-13=-1024/621
BOT CHORD 2-23= 283/159, 22-23— 283/159, 21-22=-2643/1307, 5-21=-2526/1300, 19-20=-1321/2843,
19-38=-1156/2741, 18-38=-1156/2741, 17-18=-1156/2741, 17-39_ 1453/3308,
16-39= 1453/3308, 15-16= 2391 /4841,14-15=-2391 /4841, 12-14=-3290/6513
WEBS 3-23� 259/184, 5-20=-1404/2883, 6-20= 499/384, 7-19= 78/291, 7-17=-464/1030,
8-17=-563/408, 9-17=-249/270, 9-16= 578/1249, 10-16= 1951/1146, 10-14— 626/1447,
11-14= 2062/1097, 3-22=-348/479
NOTES-
1) Attached 10-4-12 scab 11 to 13, both face(s) 2x8 SP 240OF 2.0E with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at
0-0-0 from end at joint 11, nail 3 row(s) at 7" o.c. for 2-0-0; starting at 3-1-15 from end at joint 11, nail 3 row(s) at 4" o.c. for 3-0-5.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0,.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(l) 3-6-7 to 12-0-4, Exterior(2) 12-0-4 to
37-3-12, Interior(1) 37-3-12 to 44-0-13, Exterior(2) 44-0-13 to 49-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
/ between the bottom chord and any other members, with BCDL = 10.Opsf.
Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
1 of bearing surface.
"continued on page 2
2424180 ;BH19 IHip
NOTES
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2, 890 lb uplift at joint 13 and 1156 lb uplift at joint 22.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the J
chord.
LOAD CASES) Standard
2424180 1 SH21 I Hip 11 1 1
1-4.0 4-0-I-13-10-0 —21-0
284035-6-0 42-8-0 848_-4N08
— �1U
� 40-0 2-0 7-2-0
7.2-0
7-4-0 -2-0 7-2-0 o 22 1-4�
Scale=1:101.1
6x8 =
6x8 =
6.00 12
7
I
4x6 %
`\ �\ 46
\\
4x6 I-6
W5
8x10
W5
5x8 5
3x6 i
V 5 W13 10
\ 31 d
4
W8
7
ST1.5x8 STP= 31NV1
I y y 33T
2x4 II 32
.Im
20
1 2 I 46 = 19
18 16 14 13 Ic4
17 34 15
2 5x6
22 21
=
5x8 = 5x6 =
4x6 = 8x14 MT20HS=
4x6 = ST1.5x8 STP=
46 = 4x10 MT20HS= 2x4 11
2x4 II
6x12 MT20HS=
6-8-0
494-0
4-0-0 6-4-0 13-1a0
21-0-0
28-4-0 35-s-0 az-8-0 aa•a•o as-a-0 as-a9
4-0-0 ' z-4-0 7-z-0
7-2-0
740 7-2-0 z•o-o z-0-0 z-4-a
0.4.0
0.3-8
Plate Offsets (X,Y)-- [5:0-3-0,Edgel, [7:0-5-4,0-3-0), [10:0-5-0,0-4-81, [11:1-1-13,0-0-01, [23:0-2-2,0-1-01
LOADING
(psf)
SPACING- 2-0-0
i CSI.
DEFL. in (loc) I/dell Ud
PLATES GRIP
TCLL
30.0
Plate Grip DOL 1.33
TC
0.63
Vert(LL) -0.52 13 >972 240
MT20 2441190
TCDL
15.0
Lumber DOL 1.33
BC
0.91
Vert(CT) -0.96 13 >529 180
MT20HS 187/143
BCLL
0.0 '
Rep Stress Incr YES
WB
0.78
Horz(CT) 0.49 12 n/a n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix
-AS
Weight: 396 lb FT = 20%
LUMBER-
BRACING-
70P CHORD 2x6 SP No.2 `Except`
TOP CHORD Structural wood sheathing directly applied-
T1: 2x4 SP No.2, T4: 2x8 SP 2400F 2.0E
BOT CHORD Rigid ceiling directly applied.
,)T CHORD 2x6 SP No.2 "Except'
WEBS 1 Row at midpt 6-18, 9-16, 10-14
Bi: 2x4 SP No.2, B2: 2x4 SP No.3, B5: 2x6 SP M 26
1 MM Teikrecommends that Stabilizers and required cross bracing I
WEBS
2x4 SP M 31 'Except
I be installed during truss erection, in accordance with Stabilizer
W8,W9,W2: 2x4 SP No.3
I Installation guide.
OTHERS 2x8 SP 2400F 2.0E Except
01: 2x4 SP No.2
LBR SCAB 10-12 2x8 SP 2400F 2.0E both sides
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=406/0-8-0 (min.0-1-8), 12=2332/0-8-0 (min. 0-3-7), 21 =2788/0-8-0 (min. 0-3-5)
Max Horz 2=522(LC 9)
Max Uplift2— 421(LC 10), 12=-891(LC 10), 21=-1149(LC 10)
Max Grav2=432(LC 19), 12=2332(LC 1), 21=2788(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-32=-386/472, 3-32— 326/495, 3-4=-384/558, 4-5=-3398/1906, 5-6=-3247/1925,
6-7= 3121/1924, 7-8= 2966/2016, 8-9=-3448/2087, 9-1 0=-5158/2856,10-31=-7204/3838,
11-33=-6473/3381,11-12=-1021/609
BOT CHORD 2-22=-302/182, 21-22=-302/182, 20-21=-2624/1253, 4-20=-2516/1263, 18-19=-1348/2972,
17-18=-1052/2661,17-34=-1052/2661,16-34=-1052/2661,15-16=-2158/4532,
14-15= 2158/4532, 13-14— 3530/7209, 11-13=-3520/7180
WEBS 3-22— 255/182, 4-19=-1428/3013, 6-19— 399/346, 6-18=-420/356; 7-18� 137/476,
7-16=-234/679, 8-16=-379/827, 9-16=-1964/1147, 9-14=-489/1224, 10-14=-2909/1482,
10-1 3=-1 27/377, 3-21=-354/483
KOTES-
1) Attached 9-7-10 scab 10 to 12, both face(s) 2x8 SP 2400F 2.0E with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c.except : starting at
0-0-0 from end at joint 10, nail 3 row(s) at 7" o.c. for 2-0-0; starting at 2-4-12 from end at joint 10, nail 3 row(s) at 4" o.c. for 3-0-5.
2) Unbalanced roof live loads have been considered for this design.
3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=49ft; eave=6ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 3-6-7, Interior(1) 3-6-7 to 13-10-0, Exterior(2) 13-10-0 to
35-6-0, Interior(1) 35-6-0 to 44-0-13, Exte(or(2) 44-0-13 to 49-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
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.
This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
Continued on page 2
2424180 j SH21 I Hip
NOTES- ID:pulzl r80huhd_DaAMsyCSvygtED-pcgOThAnKfmamisRsiAdDCT3U?5GRIwXZcDcVCygyC
8) Bearing at joint(s) 12 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 421 lb uplift at joint 2, 891 lb uplift at joint 12 and 1149 lb uplift at joint 21.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the
chord.
LOAD CASE(S) Standard
u
-1-4-0 1-0-0
0
f
6
Scale = 1:7.6
0
0-8-8
0-3-8
Plate Offsets (X,Y)-- (2:0-3-0,Edgel, f5:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.25
Vert(LL)
0.00 9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.06
Vert(CT)
0.00 9
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 2
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
I Matrix -MP
Weight: 7 lb FT = 20%
LUMBER-
`)P CHORD 2x4 SP No.2
)T CHORD 2x4 SP No.3
(HERS 2x4 SP No.2
REACTIONS. (lb/size) 3=-35/Mechanical, 2=269/0-8-0 (min. 0-1-8)
Max Horz2=95(LC 10)
Max Uplift3=-35(LC 1), 2=-234(LC 10)
Max Grav3=74(LC 10), 2=269(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 3 and 234 lb uplift at joint
2.
LOAD CASE(S) Standard
CAA Jack -Open 4 1 i
Job Reference
I ON. Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9
1
-1-4-0 1-0-0
1-4-0 1-0-0
S Il .5x8 b I I'=
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TOLL 30.0
Plate Grip DOL
1.33
TC 0.25
Vert(LL)
0.00
8
>999
240
TCDL 15.0
Lumber DOL
1.33
j BC 0.08
Vert(CT)
0.00
8
>999
180
BCLL 0.0
Rep Stress Incr
YES
I WB 0.00
Horz(CT)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
I Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.2
So 6
M
0
6
0
PLATES GRIP
MT20 244/190
Weight: 7 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracil-ry
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=6/Mechanical, 2=278/0-8-0 (min. 0-1-8), 5=-49/0-3-10 (min. 0-1-8)
Max Horz 2=95(LC 10)
Max Uplift3=-6(LC 7), 2=-248(LC 10), 5— 49(LC 1)
Max Grav3=8(LC 15), 2=278(LC 1), 5=84(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3, 248 lb uplift at joint 2 and
49 ib uplift at joint 5.
LOAD CASE(S) Standard
2424180 �CJ3 ;Jack -Open 17 1 - I
iJob Reference (optional) i
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 417:54:10 2020 Page 1
ID:RT7gCd5uOBKo6JOxaObsdSygtTm-EBVX6jCfda89dDbOXgKrgSfhCKUelozFaSHSXygyBx
1 4-0 3-0-0
1-4-0 3-0-0
Scale=1:12.6
3
_
,I
j 6.00 i 1z /
j
I�
op �r
r,� Ti r
N
i 2 1i I I Bi I
l 2x4 II
4
LOADING (psf)
SPACING-
2-0-0 !
CSI.
TCLL
30.0
Plate Grip DOL
1.33
TC 0.25
TCDL
15.0
Lumber DOL
1.33
BC 0.11
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MP
LUMBER-
)P CHORD 2x4 SP No.2
.)T CHORD 2x4 SP No.2
rHERS 2x4 SP No.2
a-u-u
0-3-6
DEFL
in
(loc)
Well
Ud PLATES GRIP
Vert(LL)
-0.01
4-9
>999
240 I MT20 244/190
Vert(CT)
-0.01
4-9
>999
180
Horz(CT)
0.00
3
n/a
n/a
Weight:14 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 installed during truss erection, in accordance with Stabilizer
Installation guide. i
REACTIONS. (lb/size) 3=97/Mechanical, 2=317/1-8-0 (min. 0-1-8), 4=34/Mechanical
Max Horz2=154(LC 10)
Max Upiift3=-61(LC 10), 2= 191(LC 10)
Max Grav3=103(LC 15), 2=317(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 3 and 191 lb uplift at joint
2.
LDAD CASE(S) Standard
0
CJ3A IJack-Open
8
i
3-0-0
3-0-0
2x4 =
3
s
Scales —,
2-8-8 3-0-0
2-8-8 0-3-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TOLL 30.0 Plate Grip DOL 1.33 TO 0.23 Vert(LL) 0.02 3-6 >999 240 I MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) 0.02 3-6 >999 180
BOLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017FrP]2014 I Matrix -MP I Weight: 10 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=162/Mechanical, 2=1 11 /Mechanical, 3=50/Mechanical
Max Horz 1=89(LC 10)
Max Upliftl= 102(LC 10), 2=-88(LC 10), 3— 61(LC 10)
Max Grav1=162(LC 1), 2=111(LC 1), 3=57(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracirl
be installed during truss erection, in accordance with Stabilizer j
I Installation quid.. I
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 1, 88 lb uplift at joint 2
and 61 lb uplift at joint 3.
LOAD CASE(S) Standard
i
Job 1 Truss Iruss type uty my
2424180 ICJ5 iJack-Open 14 1 IJob Reference (optiona0
Builders RrstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Sepp 4 1754:12 2020 Page 1
ID:RT7gCd5uOBKo6JOxaObsd5ygtTm-AZdHWPEv9BOttWIPeGlowFAu7Ouh6CIGiuxN90ygyBt
I
-1 4 0 5-0-0
1-4-0 5-0-0
4-8-8
n _o_o ?_
ao
LO
N
Scale=1:17.7
Plate Offsets (X,Y)--
f2:Edge,0-0-41, [5:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
I CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.64
Vert(LL)
0.13
4-9
>444
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.58
Vert(CT)
0.12
4-9
>500
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 20 lb FT = 20%
LUMBER-
-TOP CHORD 2x4 SP No.2
JT CHORD 2x4 SP No.2
rHERS 2x4 SP No.2
REACTIONS. (lb/size) 3=186/Mechanical, 2=415/0-8-0 (min. 0-1-8), 4=68/Mechanical
Max Hod2=214(LC 10)
Max Uplift3=-144(LC 10), 2=-312(LC 10), 4— 86(LC 10)
Max Grav3=186(LC 1), 2=415(LC 1), 4=91(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required crossbracing I
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3, 312 lb uplift at joint 2
and 86 lb uplift at joint 4.
Q This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180 iCZA
2x4 =
5-0-0
5-0-0
ScalE ,, �5
4-8-8
0-3-
Plate Offsets (X,Y)-- (1:Edge,0-0-41
LOADING (psf)
SPACING- 2-0-0 CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33 TC 0.71
Vert(LL) 0.15
3-6 >386 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33 BC 0.65
Vert(CT) 0.14
3-6 >433 180
BCLL 0.0 '
Rep Stress Incr YES WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FB02017ITP12014 I Matrix -AS
Weight: 16 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required crass bracin- -
be installed during truss erection, in accordance with Stabilizer I
Installation guide.
REACTIONS. (lb/size) 1=272/Mechanical, 2=195/Mechanical, 3=76/Mechanical
Max Horz 1=149(LC 10)
Max Upliftl =-1 73(LC 10), 2=-154(LC 10), 3— 96(LC 10)
Max Grav1=272(LC 1), 2=195(LC 1), 3=94(LC 3)
I
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 1, 154 lb uplift at joint 2
and 96 lb uplift at joint 3.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180 j D j Half Hip
6.0-0 9-0-0
6-0-0 3-0-0
5x6 =
- — 2x4 11
2x4
46 = 4
6x8 =
9 -0
f�4-p 6-0-0 8-8-0 8-8-8
rig 5-8-0 2-8 0 0- -8
0-3-8
Scale=1:31.6
Plate Offsets (X,Y)--
f2:0-3-0,0-2-01
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/defl
Lld
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.90
Vert(LL) 0.33
4-5
>316
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.82
Vert(CT) 0.29
4-5
>366
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.21
Horz(CT) -0.00
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 61 lb FT = 20%
LUMBER-
T!7P CHORD 2x4 SP No.2
)T CHORD 2x6 SP No.2
=BS 2x4 SP No.3
REACTIONS. (lb/size) 4=479/0-4-0 (min. 0-1-8), 5=479/0-4-0 (min. 0-1-8)
Max Horz5=178(LC 10)
Max Uplift4=-435(LC 10), 5=-312(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-5— 276/366
BOT CHORD 4-5=-253/170
WEBS 2-4— 316/470
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing i
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
. between the bgttom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 4 and 312 lb uplift at joint
5.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
D1
Hip
I
I
I
I
I
I
I
I�
I�
I
1 -12 8-0-0
4-1-12 3-10-4
0-4-0
46 = 2x4 =
2x4
5
46 = 6x8 =
8-8.8
q•4.0 8-0-0 i B-8-09-0-0
-4-D 7-8-0
0-0-8
Scale.
Plate Offsets (X,Y)--
f4:0-2-0,0-0.41,(5:0-4-0,0-3-121
LOADING (psf)
SPACING- 2-0-0
I CSI.
DEFL. in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
I TC 0.32
Vert(LL) 0.33
5-6
>316
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.84
Vert(CT) 0.29
5-6
>366
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.22
Horz(CT) -0.00
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
Weight: 68 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5=479/0-4-0 (min. 0-1-8), 6=479/0-4-0 (min. 0-1-8)
Max Horz 6=239(LC 10)
Max Uplift5=-469(LC 10), 6= 277(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BOT CHORD 5-6=-474/319
WEBS 2-6=-390/9612-5=-362/543
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticah .
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracVr jr
be installed during truss erection, in accordance with Stabilizer
LInstallation guide. I
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-1, Exterior(2) 3-9-1 to
8-10-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 469 lb uplift at joint 5 and 277 lb uplift at joint
6.
7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180
DH7
Hip Girder
14-0 11-4-0 15.8-0 19-2-0 22-8-0 24-0-0
1-4-0 3-6-0 3-6-0 4 4 0 4 4 0 3-6-0 3-6-0 1 4-0
4x10 MT20HS
3x8 = 4xl0 MT20HS�
25 5 2R R
4x10 MT20HS = 3x6 11 6x8 = 4x8 =
4x8 = 6x8 =
ifl
Scale=1:44.5
0
17
coK4 11
m
14
6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.82
Vert(LL)
0.35 11-13
>734
240
MT20
244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.65
Vert(CT).
-0.3511-13
>731
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.69
Horz(CT)
0.12 8
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight:120 ib
FT = 20%
LUMBER-
BRACING-
-;^IP CHORD 2x4 SP M 31 'Except*
TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins.
T2: 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing.
.1T CHORD 2x4 SP M 31
ivtBS 2x4 SP No.3
,
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2
be installed during truss erection, in accordance with Stabilizer
I Installation guide.
REACTIONS. (lb/size) 2=2105/1-8-0 (min. 0-1-12), 8=2604/0-8-0 (min. 0-2-3), 14=534/0-3-8 (min. 0-1-8)
Max Horz2=176(LC 7)
Max Uplift2=-1632(LC 8), 8=-2133(LC 8), 14= 475(LC 5)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4629/364513-4=4466/3644, 4-25= 4019/3376, 5-25=-4019/3376,, 5-26=-4198/3555,
6-26=-4198/3555, 6-7— 4678/3856, 7-8=4985/3990
BOT CHORD 2-14=-3066/4009, 13-14=-3066/4009,12-13— 3863/4886, 12-27— 3863/4886,
11-27=-3863/4886, 11-28=-3863/4886, 10-28=-3863/4886, 8-10=-3436/4394
WEBS 3-13=-445/326, 4-13=-1335/1531, 5-13— 121911031, 5-11= 783/777, 5-10=-973/777,
6-10= 1358/1564, 7-10=-404/374
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1632 lb uplift at joint 2, 2133 lb uplift at joint
8 and 475 lb uplift at joint 14.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 115 lb up at 7-0-0,
142 lb down and 106 lb up at 9-0-12, 142 lb down and 106 lb up at 11-0-12, 142 lb down and 106 lb up at 11-7-4, and 142 lb down and
106 lb up at 13-7-4, and 323 lb down and 321 lb up at 15-8-0 on top chord, and 641 lb down and 483 lb up at 7-0-0, 217lb down and
218 Ib up at 9-0-12, 217 Ib down and 218 Ib up at 11-0-12, 217 Ib down and 218 Ib up at 11-7-4, and 217 Ib down and 218 Ib up at
13-7-4, and 649 Ib down and 494 Ib up at 15-7-4 on bottom chord. The design/selection 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
11 Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase--1.33
Continued on page 2
2424180 1 DH7 I Hip Girder
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=-90, 4-6=-90, 6-9=-90, 19-22=-20
Concentrated Loads (lb)
Vert: 4=-42(B) 6=-131(B) 13=-641(B) 11=-434(B) 5=-83(B) 10= 649(B) 25=-42(B) 26=-42(B) 27=-217(B) 28= 217(B)
2424180 1EJ2A
2 1 1
i
I
I
1
I
�[7
N
1
-1-4-0 2-8-0 1-10-
1-4-0 2-8-0 -2-
[o
N
'i
Scale=1:12.3
Plate Offsets (X Y)--
[2:0-1-4,0-0-21,[6:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.25
Vert(LL)
0.01
5-10
>999
240
I MT20 2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.12
Vert(CT)
-0.01
5-10
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.02
Horz(CT)
-0.00
4
n/a
n/a
BCDL 10.0
Cade FBC2017/TPI2014
Matrix -MP
Weight: 14 lb FT = 20%
i I IMBER- BRACING-
)P CHORD 2x4 SP No.2 TOP CHORD
)T CHORD 2x4 SP No.2 BOT CHORD
_,EBS 2x4 SP No.3
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 4=118/Mechanical, 4=118/Mechanical, 2=312/0-8-0 (min. 0-1-8)
Max Horz 2=150(LC 10)
Max Uplift4=-97(LC 10), 2=-252(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 2-10-8 oc purlins.
Rigid ceiling directly applied or 10-0-0 cc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. I
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; 13=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 4 and 252 lb uplift at joint
2.
LOAD CASE(S) Standard
EV
27
-1-4-0 3-7-1 7-0-0
1-4-0 3-7-1 3-4-15
3x8 =
d
Scalc -A
6-8-8
0-3-
Plate Offsets X,Y)-- (2:0-5-12,Edge), j7:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
i
CSI.
DEFL. in
(loc)
I/defl
Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.68
Vert(LL) 0.28
6-11
>295
240 I MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.85
Vert(CT) 0.25
6-11
>339
180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.24
Horz(CT) -0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
I Weight: 32 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
BRACING-
TOPCHORD
BOT CHORD
REACTIONS. (lb/size) 4=132/Mechanical, 2=520/0-8-0 (min. 0-1-8), 5=237/Mechanical
Max Horz2=275(LC 10)
Max Uplift4= 95(LC 10), 2=-376(LC 10), 5=-242(LC 10)
Max Grav4=146(LC 15), 2=520(LC 1), 5=237(LC 1)
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracir'
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 2-3=-456/405
BOT CHORD 2-6=-737/397
WEBS 3-6=-441/821
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 4, 376 lb uplift at joint 2
and 242 lb uplift at joint 5.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180 IEPA jJack-Open 12 1 1
7-0-0
7-0-0
Scale=1:22.8
3
3x4 =
6-8-8
-3-
Plate Offsets (X,Y)--
11:0-1-4,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/defl
Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.84
Vert(LL) 0.22
3-6
>377
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.84
Vert(CT) -0.28
3-6
>301
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.01
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
I Weight: 22 lb FT = 20%
LUMBER-
' IP CHORD 2x4 SP No.1
)T CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=38210-8-0 (min. 0-1-8), 2=283/Mechanical, 3=98/Mechanical
Max Horz 1=210(LC 10)
Max Uplifts— 93(LC 10), 2— 198(LC 10), 3=-2(LC 10)
Max Grav 1=382(LC 1), 2=296(LC 15), 3=129(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1, 198 lb uplift at joint 2
and 2 lb uplift at joint 3.
.6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
0
lJcb
I russ
Inuss lype
Qty
y -
24241BO
�EJ7T
jJack-Open
9
1
Job Reference (optional) �
tiumers rirmource, 1 ampa, Plani uny, Flonaa 335titi Hun: 8.24o s Mar a 2020 Print: 8.24o s Mar 9 2020 Mi FeK Industries, Inc. Fri Sep 4 1 1:54:18 2020 Page 1
ID: RT7gCd5uOBKo6JOxaObsd5ygtTm-?LYnSlgk180bRCY? WsCAW Qwi RuBWg585pOiN3ygypp
1-4-0 2-0-0 4-4-14 7-0-0
1-4-0 2-0-0 2-4-14 2-7-2
Scale,'
3x4 =
2-0-0 I 6-8-8 7-0-0
2-n-n 4-A-A -3-
Plate Offsets (X,Y)--
[2:0-1-0,Edgel, [3:0-1-8,Edgel, [9:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
I CSI.
DEFL. in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
I TC 0.70
Vert(LL) 0.32
3-7
>256
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.76
Vert(CT) 0.29
3-7
>289
180
BCLL 0.0 '
Rep Stress Incr YES
I WB 0.36
Horz(CT) -0.14
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 31 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2 *Except*
62: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
REACTIONS. (Ib/size) 5=84/Mechanical, 2=519/0-8-0 (min. 0-1-8), 6=284/Mechanical
Max Horz 2=318(LC 10)
Max Uplift5=-60(LC 10), 2= 373(LC 10), 6=-280(LC 10)
Max Grav 5=94(LC 15), 2=519(LC 1), 6=284(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-600/750
BOT CHORD 3-8=-330/127, 3-7=-1135/610
WEBS 4-7=-658/1225
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing"
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 5, 373 lb uplift at joint 2
and 280 lb uplift at joint 6.
6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
I
12424180
Builder;
t
a ST1
Common 11 1 1
44 =
2
3x4 = 3x4 =
9-0-8
Scale = 1:19.0
M
v
0
LOADING (psf)
SPACING-
2-0-0
! CSi.
DEFL. in
(loc) I/deft Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.43
Vert(LL) . 0.04
4-10 >990 240 MT20 244/190
TCDL 15.0
Lumber DOL
11.33
I BC 0.42
Vert(CT) -0.05
4-10 >999 180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.09
Horz(CT) 0.01
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
I Weight: 33 lb FT = 20%
LUMBER-
BRACING-
- T7P CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
")T CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
EBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
'
Installation guide.
REACTIONS. (lb/size) 1=513/0-8-0 (min. 0-1-8), 3=513/0-8-0 (min. 0-1-8)
Max Horz1= 97(LC 8)
Max Upliftl =-1 97(LC 10), 3=-197(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-709/527, 2-3=-709/527
BOT CHORD 1-4=-318/555, 3-4=-318/555
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 Ib uplift at joint 1 and 197 lb uplift at joint
3.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
80 GGR COMMON GIRDER 1
2 IJob Reference
24-0 4-8-0 5-2-0 7-3-0 9-4-0
2-4-0 2-4-0 0-6-0 ' 2-1-0 2-1-0
4x6 I! Scale`�
3 4
tCD
3x6 = ST1.5x8 STP =
ST1.5x8 STP= 3x8 =
7-3-0 9-0-8
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0 ! CSI.
Plate Grip DOL 1.33 TC 0.56
Lumber DOL 1.33 BC 0.44
Rep Stress Incr NO WB 1.00
Code FBC20171TP12014 Matrix -MP
DEFL. in
Vert(LL) 0.09
Vert(CT) -0.11
Horz(CT) 0.03
(loc) I/defl L/d PLATES GRIP
7-8 >999 240 MT20 244/190
7-8 >977 180
6 n/a n/a I
Weight:105 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD
Structural wood sheathing directly applied or 3-11-6 cc purlins. `
BOT CHORD 2x6 SP M 26
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=3227/0-8-0 (min. 0-1-8), 6=4491/0-8-0 (min. 0-1-14)
Max Horz 1=-97(LC 23)
Max Upliftl=-2048(LC 8), 6= 2540(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6390/4111, 2-3=-6391/4127, 3-4=-6907/4496, 4-5— 8330/4886, 5-6=-8345/4832
BOT CHORD 1-9=-3623/5689, 9-14= 3623/5689, 8-14=-3623/5689, 7-8=-3965/6318, 6-7= 4272/7433
WEBS 2-8=-284/342, 3-8=-3640/5609, 4-8= 458/50, 4-7=-430/1588
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 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, Except member 8-3 2x4 - 1 row at 0-2-0 cc, member 4-8 2x4 - 1 row at 0-2-0 cc,
member 5-7 2x4 - 2 rows staggered at 0-2-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2048 lb uplift at joint 1 and 2540 lb uplift at
joint 6.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 122 lb up at 1-1-1,
252 lb down and 193 lb up at 3-1-1, and 4014 lb down and 3014 lb up at 5-1-8, and 2284 lb down and 906 lb up at 7-0-12 on bottom
chord. The design/selection of such connection device(s) is the responsibility of'others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plo
Vert: 1-3= 90, 3-6=-90, 1-6= 20
Concentrated Loads (lb)
Vert: 8=-4014(B) 7=-2284(B) 11=-142(B) 14=-252(B)
2424180 i GH3 j Hip Girder
3-0-0
Scale=1:20.0
48 =
16
44 =
0
[o
3x4 = 3x4 =
3-0-0 6-4-0 9-0-8 9-4-0
3-0-0 3-4-0 2-8-8 0-3-
Plate Offsets (X,Y)--
[3:0-5-4,0-2-01,[8:0-212,0-1-01
LOADING (psf)
SPACING- 2-0-0
I CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.34
Vert(I-L) -0.01 6-7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.29
Vert(CT) -0.03 6-7 >999 180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.06
Horz(CT) 0.01 5 n/a n/a
I
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
i Weight: 41 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
-7-7 CHORD 2x4 SP No.2
'=BS 2x4 SP No.3
!*HERS 2x4 SP No.2
REACTIONS. (lb/size) 5=576/0-8-0 (min. 0-1-8), 2=710/0-8-0 (min. 0-1-8)
Max Horz 2=86(LC 7)
Max Uplift5=-237(LC 8), 2=-363(LC 8)
Max Grav5=619(LC 30), 2=740(LC 29)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-990/334, 3-16=-910/380, 4-16= 910/380, 4-5=-1033/391
BOT CHORD 2-7=-275/87417-17— 273/889, 6-17=-273/889, 5-6— 304/905
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-8-3 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 f
Installation guide. i
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
t6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 5 and 363 lb uplift at joint
2.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 83 lb up at 3-0-0,
and 122 lb down and 74 lb up at 4-8-0, and 289 lb down and 213 lb up at 6-4-0 on top chord, and 101 lb down and 16 lb up at 3-0-0,
and 29 lb down at 4-8-0, and 103 lb down and 28 lb up at 6-3-4 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
8) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pit)
Vert:1-3=-90, 3-4=-90, 4-5=-90,10-13=-20
Concentrated Loads (lb)
Vert: 3=-7(F) 4=-30(F) 7=-32(F) 6=-43(F) 16=-7(F) 17=-14(F)
Job I russ ITruss I ype ty y
2424180 i j HJ1 � Diagonal Hip Girder
I IJob Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 417:54:22 2020 Page 1
I D:RT7gCd5uOB Ko6JOxaObsdSygtTm-tU E3dgLBoGfS33 VKEMxBKMbhm2QZSjmko RMvWgyg9BI
LOADING (psf)
SPACING-
2-0-0
! CSI.
TCLL 30.0
Plate Grip DOL
1.33
! TC 0.37
TCDL 15.0
Lumber DOL
1.33
BC 0.09
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.2
7 -C-73
1-8 B
44 =
0-3-8
DEFL. in floc) I/defl Ud I PLATES GRIP
Vert(LL) -0.00 9 >999 240 MT20 244/190
Vert(CT) -0.00 9 >999 180
Horz(CT) 0.00 4 n/a n/a
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz2=82(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-198(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=268(LC 1), 2=26B(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scat;
Weight: 9 lb FT = 20%
Structural wood sheathing directly applied or 1-8-8 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracin+,
be installed during truss erection, in accordance with Stabilize- I
L Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 joint(s) 3, 4 except at=lb)
2=198.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 51 lb up at 1-8-6,
and 88 lb down and 51 lb up at 1-8-6.on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 4-7= 20
Concentrated Loads (lb)
Vert:4=42(F=21, 13=21)
HJ1 A I Diagonal Hip Girder
3x4 =
uri
RF
Scale =1:7.6
0-8-0
1-7-2 1-10-10
0-8-0
0-11-2 0-3-8
Plate Offsets (X,Y)--
[2:0-1-3,Edoel, [5:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.37
Vert(LL) -0.00
9 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.15
Vert(CT) -0.00
9 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00
4 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 10 lb FT = 20%
LUMBER-
BRACING-
-P CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 1-10-10 oc purlins.
,T CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
HERS 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz2=85(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2— 202(LC 10)
Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=264(LC 1), 2=264(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 joint(s) 3, 4 except Qt=lb)
s 2=202.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 53 lb up at 1-5-12,
and 88 lb down and 53 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pit)
Vert: 1-3=-90, 4-7=-20
Concentrated Loads (lb)
Vert: 10=46(F=23, B=23)
J
2424180 1 HJ2 I Diagonal Hip Ginter
3x4 =
0-8-0 3-9-5 4-0-13
0 0 3-1-5 l 0-3-8
Plate Offsets (X,1)--12:0-2-11,0-0-31,f5:0-2-2,0-1-01
LOADING (psf)
SPACING-
2-0-0
! CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.33
TC 0.28
Vert(LL)
-0.03
4-9
>999
240
TCDL 15.0
Lumber DOL
1.33
BC 0.31
Vert(CT)
-0.05
4-9
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FB02017ITP12014
Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
OTHERS 2x4 SP No.2
REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=131(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2— 231(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=402(LC 28), 2=324(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
ScahE
r
is
y'
IC'
PLATES GRIP
MT20 244/190
Weight:16 lb FT = 20%
Structural wood sheathing directly applied or 4-0-13 oc purlins. --
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracirl_
be installed during truss erection, in accordance with Stabilizer'
Installation guide. I
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 joint(s) 3, 4 except Qt=lb)
2=231.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 63 lb up at 1-5-12,
and 88 lb down and 63 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3= 90, 4-7=-20
Concentrated Loads (lb)
Vert:10=66(F=33, B=33)
2424180
HJ3 I Diagonal Hip Girder
3x4 =
0-8-0 3-11-7 4-2-15,
n-A-O 3-3-7 0-3-8
Scale=1:11.7
Plate Offsets (X,Y)--
f2:0-2-1 1,0=0-31,f5:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.30
Vert(LL) -0.03
4-9
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.33
Vert(CT) • -0.05
4-9
>949
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Weight:17 lb FT = 20%
LUMBER- BRACING-
-IP CHORD 2x4 SP No.2 TOP CHORD
4T CHORD 2x4 SP No.2 _ ` BOT CHORD
'HERS 2x4 SP No.2
REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=135(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-234(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=412(LC 28), 2=332(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 4-2-15 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTe recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 joint(s) 3, 4 except Qt=lb)
2=234.
►6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 63 lb up at 1-5-12,
and 88 lb down and 63 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3=-90, 4-7= 20
Concentrated Loads (lb)
Vert: 10=66(F=33, B=33)
70�-- Truss Truss type Qtyy —
2424180 i HJ3A I Diagonal Hip Girder 1 1 1
Job Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sepp 417:5426 2020 Pagg 1
ID:RT7gCd5uOBKo6JOxaObsdSygtTm-mGTaTBOisU9uYgp5TC?4UCIMOfj5OXlKw3K7fcygyt3)
4-L-ID
4-2-15
2x4 =
Scale.
O-B-0
0-8-0
3-11-7
3-3-7
•4-2-15
0-3-8
Plate Offsets (X,Y)--
[1:0-2-11,0-0-111
LOADING (psf)
SPACING-
i
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33 I
TC 0.33
Vert(LL)
-0.03
3-6
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33 I
BC 0.37
Vert(CT)
-0.06
3-6
>897
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.00
Horz(CT)
0.00
1
n/a
n/a
I
BCDL 10.0
Code FBC20171TPI2014 i
Matrix -MP
Weight:13 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
BOTCHORD
REACTIONS. All bearings 0-8-0 except Qt=length) 2=Mechanical, 3=Mechanical.
(Ib) - Max Horz 1=89(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 2=-102(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 1, 2, 3 except 1=295(LC 28)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 4-2-15 oc puriins.. -
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracin'_
be installed during truss erection, in accordance with Stabilizer I
Installation guide. i
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 joint(s) 1, 3 except Qt=lb)
2=102.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 63 lb up at 1-5-12,
and 88 lb down and 63 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
• others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-2= 90, 3-4=-20
Concentrated Loads (lb)
Vert: 7=66(F=33, 13=33)
2424180 HJ7 j Diagonal Hip Girder
C"
C
3x4 =
Scale=1:22.7
r•rr
tCD
0-8-0 ' 4-3-6
4-7-14 0-3-
Plate Offsets (X Y)--
[2:0-1-15,Edge], [8:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0 CSI.
DEFL. in
(loc) I/defl L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33 TC 0.75
Vert(LL) 0.15
6-7 >796 240 MT20 244/190
TCDL 15.0
Lumber DOL 1.33 BC 0.64
Vert(CT) 0.12
6-7 >984 180
BCLL 0.0 '
Rep Stress Incr NO WB 0.49
Horz(CT) 0.02
5 n/a n/a
BCDL 10.0
Code FBC2017/TP12014 Matrix -MP
Weight: 45 lb FT = 20
LUMBER-
BRACING
iP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-1-1 oc purlins.
dT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-5-15 oc bracing.
_BS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2
be installed during truss erection, in accordance with Stabilizer i
Installation guide.
REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz2=274(LC 24)
Max Uplift All uplift 100 lb or less at joint(s) except 4=-174(LC 8), 2= 532(LC 8), 5= 359(LC
8)
Max Grav All reactions 250 lb or less at joint(s) 4 except 2=793(LC 28), 2=751(LC 1), 5=456(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13— 1178/764, 3-13=-1065/750
BOT CHORD 2-15=-849/1064, 15-16=-849/1064, 7-16=-849/1064, 7-17= 849/1064, 6-17— 849/1064
WEBS 3-7=-203/286, 3-6=-1139/909
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
•6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 4, 532 lb uplift at joint 2
and 359 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to.support concentrated load(s) 133 lb down and 113 lb up at 4-3-11
, 138 lb down and 84 lb up at 4-3-11, and 180 lb down and 187 lb up at 7-1-10, and 176 lb down and 176 lb up at 7-1-10 on top chord,
and 88 lb down and 63 lb up at 1-5-12, 88 lb down and 63 lb up at 1-5-12, 22lb down and 75 lb up at 4-3-11, 25 lb down at 4-3-11,
and 48 lb down and 120 lb up at 7-1-10, and 39 lb down and 109 lb up at 7-1-10 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-90, 5-10=-20
Concentrated Loads (lb)
Vert: 14=-127(F=-68, B=-59) 15=66(F=33, B=33) 16=-29(F=-22, B=-7)17— 87(F=-48, B— 39)
80 i HRA i Diagonal Hip Girder
-1-10-10 4-11-0 9-10-1
1-10-10 4-11-0 4-11-0
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
2x4 11
3x4 = 3x4
4-11-0
9-6-9 9r10-1
4-11-0
4-7-8 0-3-
2 0-1-01
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud PLATES GRIP
Plate Grip DOL 1.33
TC 0.69
Vert(LL)
0.13 6-7
>874
240 I MT20 2441190
Lumber DOL 1.33
BC 0.59
Vert(CT)
0.11 , 6-7
>999
180
Rep Stress Incr NO
WB 0.58
Horz(CT)
0.02 5
n/a
n/a
Code FBC2017/TPI2014
Matrix -MP
Weight: 43 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing.
( MiTek recommends that Stabilizers and required cross bracing "
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=218/Mechanical, 2=733/2-4-5 (min. 0-1-8), 5=459/Mechanical
Max Horz 2=254(LC 8)
Max Uplift4— 169(LC 8), 2=-388(LC 8), 5=-312(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1187/585, 13-14=-1081/594, 3-14=-1074/595
BOT CHORD 2-16= 713/1076, 7-16=-713/1076, 7-17=-713/1076, 6-17= 713/1076
WEBS 3-6— 1154/764, 3-7=-113/296
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. Il;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4, 388 lb uplift at joint 2
and 312 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 20 lb up at 1-4-15,
100 lb down and 20 lb up at 1-4-15, 138 lb down and 84 lb up at 4-2-15,138 lb down and 84 lb up at 4-2-15, and 176 lb down and 176
lb up at 7-0-14, and 176 Ito down and 176 lb up at 7-0-14 on top chord, and 25 lb down at 4-2-15, 25 lb down at 4-2-15, and 39 lb down
and 109 lb up at 7-0-14, and 39 lb down and 109 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pit)
Vert: 1-4=-90, 5-10=-20
Concentrated Loads (lb)
Vert: 15=-118(F=-59, B=-59) 16=-14(F=-7, B=-7) 17=-79(F=-39, B= 39)
2424180
HJ78 ii Diagonal Hip Girder )1,
1-10-10 4-11-6 9-10-13
1-10-10 4-11-6 4-11-6
3X4 = 3x4 =
Scale = 1:22.7
is 1
10
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0 ! CSI.
Plate Grip DOL 1.33 TC 0.71
Lumber DOL 1.33 BC 0.60
Rep Stress Incr NO WB 0.57
Code FBC2017/TPI2014 Matrix -MP
DEFL. in
Vert(LL) 0.14
Vert(CT) -0.11
Horz(CT) 0.02
(loc) I/defl Ud PLATES GRIP
6-7 >854 240 MT20 244/190
6-7 >999 180
5 n/a n/a
j Weight: 45 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-2-1 oc purlins.
`)T CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-1-11 oc bracing.
EBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing ,
,.-HERS 2x4 SP No.2
! be installed during truss erection, in accordance with Stabilizer I
Installation guide. I
REACTIONS. (lb/size) 4=220/Mechanical, 2=794/2-5-1 (min. 0-1-8), 5=452/Mechanical
Max Horz2=274(LC 8)
Max Uplift4=-172(LC 8), 2=-444(LC 8), 5=-302(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-1175/565, 13-14-1069/574, 3-14=-1062/570
BOT CHORD 2-16=-688/1064, 7-16=-688/1064, 7-17=-688/1064, 6-17=-688/1064
WEBS 3-6=-1139/736, 3-7=-109/295
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 4, 444 lb uplift at joint 2
and 302 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 20 lb up at 1-5-12,
100 lb down and 20 lb up at 1-5-12, 138 lb down and 84 lb up at 4-3-11, 138 lb down and 84 lb up at 4-3-11, and 176 lb down and 176
lb up at 7-1-10, and 176 lb down and 176 lb up at 7-1-10 on top chord, and 25 lb down at 4-3-11, 25 lb down at 4-3-11, and 39 lb down
and 109 lb up at 7-1-10, and 39 lb down and 109 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert:1-4=-90, 5-10=-20
Concentrated Loads (lb)
Vert: 15=-118(F= 59, B=-59) 16— 14(F=-7, B=-7) 17=-79(F=-39, B=-39)
HJ7C j Diagonal Hip Girder
Scale
3x4 = ST1.5x8 STP=
6x8 = ST7.5x8 STP=
0-8-0
10-8-0
1
4-11.6
4-3.6
'
8-11-6
4-0-2
9-6-16-10-13
9rtr3
0-5-100-3-8
Plate Offsets (X,Y)--
[2:0-1-15,Edge], [8:0-3-8,0-3-01,
[10:0-2-2,0-1-0]
LOADING (psf)
SPACING- 2-0-0
! CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC
0.40
Vert(LL)
-0.05 9-14
>999
240
I MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC
0.41
Vert(CT)
-0.07 9-14
>999
180
BCLL 0.0 "
Rep Stress Incr NO
WB
0.33
Horz(CT)
0.01 6
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
I Weight: 49 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing.
WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracin'; _
OTHERS 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 0-8-0 except Qt=length) 5=Mechanical, 6=Mechanical, 7=0-3-5.
(lb) - Max Horz 2=274(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 6 except 5=-211(LC 1), 2=-407(LC 8), 8=-1222(LC 8), 7= 467(LC 3)
Max Grav All reactions 250 lb or less at joint(s) 5, 6 except 2=745(LC 28), 2=656(LC 1), 8=1326(LC 1), 7=562(LC
9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-868/337, 3-15=-755/332
BOT CHORD 2-17— 450/787, 17-18=-450/787, 9-18=-450/787, 9-19= 450/787, 8-19=-450/787
WEBS 4-8_ 531/437, 3-8=-856/489
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 joint(s) 6 except (jt=1b) 5=211,
2=40718=1222, 7=467.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 84 lb up at 4-3-11,
138 lb down and 84 lb up at 4-3-11, and 176 lb down and 176 lb up at 7-1-10, and 176 lb down and 176 lb up at 7-1=10 on top chord,
and 88 lb down and 63 lb up at 1-5-12, 88 lb down and 63 lb up at 1-5-12, 25 Ib down at 4-3-11, 25 lb down at 4-3-11, and 39 lb down
and 109 lb up at 7-1-10, and 39 lb down and 109 lb up at) 7-1-10 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-5=-90, 6-12=-20
Concentrated Loads (lb)
Vert: 16=-118(F=-59, B=-59) 17=66(F=33, B=33) 18=-14(F=-7, B=-7) 19=-79(F=-39, B=-39)
IGR I Jack -Closed Girder
44 =
ST1.5x8 STP=
3-6-0 7-0-0
3-6-0 3-6-0
2x4 I i �
3x10 II
6x8 =
3-6-0 6-8-8 7-0-0
3-6-0 3-2-8 0-3-
Scale=1:24.8
Plate Offsets (X,Y)--
(1:0-3-4,0-0-101,f4:Edge,0-4-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.34
Vert(LL)
0.07
4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.64
Vert(CT)
-0.08
4-5
>999
180
BCLL 0.0 •
Rep Stress Incr NO
WB 0.68
Horz(CT)
0.01
4
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 40 lb FT = 20%
LUMBER- BRACING-
rt-7'71P CHORD 2x4 SP No.2 TOP CHORD
iT CHORD 2x6 SP M 26
cBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=1184/0-8-0 (min. 0-1-8), 4=2049/Mechanical
Max Horz1=207(LC 21)
Max Upliftl=-671(LC 8), 4=-1366(LG 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2379/1401
BOT CHORD 1-8=-1394/2086, 5-8=-1394/2086, 5-9— 1394/2086, 4-9=-1394/2086
WEBS 2-5=-1181/1805, 2-4= 2340/1563
Structural wood sheathing directly applied or 3-9-4 oc purlins, except
end verticals.
Rigid ceiling directly applied or 7-2-7 oc bracing.
I MiTek recommends that Stabilizers and required cross bracing I
be installed during truss erection, in accordance with Stabilizer j
Installation guide. I
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; 13=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
. 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 joint(s) except (jt=lb) 1=671,
4=1366.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 122 lb up at 1-1-1,
and 252 lb down and 193 lb up at 3-1-1, and 2085 lb down and 1463 lb up at 5-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
7) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform, Loads (plf)
Vert: 1-3=-90, 1-4= 20-
Concentrated Loads (lb)
Vert: 7=-142(F) 8=-252(F) 9= 2085(F)
IH7
Hip Girder
5x6
17
5x6 =
Scale„
0
C6
m
(o
3x6 = 6x8 = 4x10 MT20HS= 3x6 11 3x8 =
7-0-0 13-0-0 19-8-8 2"-0
7-0-n R-n-n R-R-R n-A-R
Plate Offsets (X,Y)--
[2:0-5-8,Edqel,[3:0-3-7,0-2-91,[4:0-3-8,0-2-41,[5:0-8-0,0-0-61,[8:0-3-8,0-3-01,[9:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
I/defl
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.68
Vert(LL)
0.42
6-8
>566
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.63
Vert(CT)
-0.36
6-8
>659
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB 0.41
Horz(CT)
0.08
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight: 86 lb
FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 5=2105/Mechanical, 2=2210/0-8-0 (min. 0-1-13)
Max Horz 2=169(LC 7)
Max Uplift5=-1443(LC 8), 2= 1541(LC 8)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing.
MiTek recommends that Stabilizers and required cross bracini_n
be installed during truss erection, in accordance with Stabiiizer w,
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4006/2909, 3-17=3416/2641, 17-18=-3416/2641, 18-19= 3416/2641, 4-19=-3416/2641,
4-5=-4082/2988
BOT CHORD 2-8=-2465/3461, 8-20— 2503/3487, 7-20=-2503/3487, 7-21= 2503/3487, 6-21=-2503/3487,
5-6=-2539/3531
WEBS 3-8=-916/1143, 4-8=-253/281, 4-6=-881/1084
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) The Fabrication Tolerance at joint 3 = 16%
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 5=1443,
2=1541.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 115 lb up at 7-0-0
, 142 lb down and 106 Ito up at 9-0-12, and 142 lb down and 106 lb up at 10-11-4, and 260 lb down and 330 lb up at 13-0-0 on top
chord, and 645 lb down and 649 lb up at 7-0-0, 217 lb down and 262 lb up at 9-0-12, and 217 lb down and 262 lb up at 10-11-4, and
645 lb down and 649 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
11) 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
i) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-3— 90, 3-4=-90, 4-5=-90, 11-14=-20
Continued on page 2
80 j IH7 j Hip Girder 11 1 1
J
--SAD CASES) Standard
3oncentrated Loads (lb)
Vert: 3=-42(B) 4= 140(B) 8=-645(B) 6= 645(B) 17=-42(B) 18=-42(B) 20= 217(B) 21=-217(B)
K I Common 11 1 1
I
I
I
I
I
I, 2x4
�o
1-4-0, 7-10-0 15-8-0 23-6-0 31-4-0 32-8-0
1-4 0' 7-10-0 7-10-0 7-10-0 7-10-0 1-4-0
Scale,. i
5x6 =
6.00 12
44 =
5
3x4 = 5x6 WB= 3x4 =
LOADING (psf)
SPACING-
2-0-0
! CSI.
DEFL.
in (loc)
Vdefl
L/d
TCLL 30.0
Plate Grip DOL
1.33
i TC 0.92
Vert(LL)
-0.4810-12
>781
240
TCDL 15.0
Lumber DOL
1.33
BC 0.81
Vert(CT)
-0.7010-12
>538
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.71
Horz(CT)
0.10 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2 'Except'
SBi: 2x4 SP No.3
REACTIONS. (lb/size) 2=1849/0-8-0 (min. 0-2-3), 8=184910-8-0 (min. 0-2-3)
Max Horz2= 376(LC 8)
Max Uplift2=-778(LC 10), 8=-778(LC 10)
N4 ! I
44 =
PLATES GRIP
MT20 244/190
Weight: 149 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracir,_
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 2-23=-3069/1407, 3-23= 2984/1431, 3-4=-2710/1359, 4-24=-2537/1373, 5-24— 2517/1386,
5-25=-2517/1386, 6-25= 2537/1373, 6-7=-2710/1359, 7-26= 2984/1431, 8-26=-3069/1407
BOT CHORD 2-12=-1030/2834, 12-27=-498/1771, 11-27=-498/1771, 11-28= 498/1771,10-28=-498/1771,
8-1 0=-1 030/2669
WEBS 5-10=-411/1143, 7-10=-760/535, 5-12_ 411/1143, 3-12=-759/535
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-8-13, Interior(1) 1-8-13 to 12-6-6, Exterior(2) 12-6-6 to
18-9-10, Interior(1) 18-9-10 to 29-7-3, Exterior(2) 29-7-3 to 32-8-13 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=778,
8=778.
6) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
I
M
I4
6
ob Muss ITrussype Qty�,Ply !
*4180 K1 j common 1 1
!Job Reference (optional)
hilders RrstScurce, Tampa, Plant City, Florida.33566 Run:8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Se 417:54:33 2020 Page
ID:RT7gCd5uOBKo6JOxaObsd5ygtTm-3cODxaU5Ce1 uulrRNAdjHhYQ�T?pXV2MXfW_Piygyl
2x4
0
-1-4-0 7-10-0 15-8-0 23-6-0 31-4-0
1-4-0 7-10-0 7-10-0 7-10-0 I 7-10-0
4x4 =
5x6 =
6.00 ! 12
5
3x4 = 5x6 WB=
1
3x4 =
31-0-8
Scale=1:58.6
TP =
8 Cl)
jv
6
4x4 =
LOADING (psf)
SPACING-
2-0-0
! CSI.
DEFL.
in
(loc)
I/clef]
L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.92
Vert(LL)
-0.48
9-11
>781
240 I MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.82
Vert(CT)
-0.70
9-11
>540
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.80
Horz(C7)
0.10
8
n/a
n/a .
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 145 lb FT = 20%
',' AMBER- BRACING-
' IP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
)T CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied.
- =8S 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2 *Except I be installed during truss erection, in accordance with Stabilizer
SBi :2x4 SP No.3 I Installation guide.
REACTIONS. (lb/size) 2=1852/0-8-0 (min. 0-2-3), 8=1721/0-8-0 (min. 0-2-0)
Max Horz2=368(LC 9)
Max Uplift2=-781(LC 10), 8=-657(LC 10)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3075/1425, 3-20=-2990/1449, 3-4=-2716/1377, 4-21=-2543/1391, 5-21= 2523/1404,
5-22=-2534/1438, 6-22=-2553/1425, 6-7=-2727/1411, 7-23=-3006/1487, 8-23=-3088/1470
BOT CHORD 2-11=-1127/2819, 11-24= 596/1757, 10-24— 596/1757, 10-25= 596/1757, 9-25= 596/1757,
8-9= 1172/2689
WEBS. 5-9= 459/1158, 7-9=-769/567, 5-11=-408/1142, 3-11=-760/537
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-8-13, Interior(1) 1-8-13 to 12-6-6, Exterior(2) 12-6-6 to
18-9-10, Interior(1) 18-9-10 to 28-2-6, Exterior(2) 28-2-6 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.0psf.
^5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=781,
8=657.
6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
80 K2
1 4-0 7-10-0 15-8-0 23-6-0 31-4-0
1-4-0 7-10-0 7-10-0 7-10-0 7-10-0
5x6 =
6.00 F12
ScalE
8 a
-o
3x8 = 3x4 = 4x6 = 3x4 = 3x8 =
1151
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0 I CSI.
Plate Grip DOL 1.33 TC 0.93
Lumber DOL 1.33 BC 0.58
Rep Stress Incr YES WB 0.72
Code FBC2017ITP12014 Matrix -AS
DEFL. in
Vert(LL) 0.68
Vert(CT) -0.60
Horz(CT) 0.08
(loc) I/defl Ud
9-19 >551 240
9-11 >631 180
8 n/a n/a
PLATES GRIP
MT20 244/190
Weight:144 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 'Except'
TOP CHORD
Structural wood sheathing directly applied.
T1,T3: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31
WEBS
1 Row at midpt 5-9, 5-11
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.2
I
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1852/0-8-0 (min. 0-1-9), 8=1 721 /Mechanical .
Max Horz 2=368(LC 9)
Max Uplift2=-1464(LC 10), 8=-1339(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3076/3447, 3-20=-2991/3470, 3-4=-2717/3387, 4-21=-2544/3402,
5-21=-2524/3414,
5-22_ 2536/3447, 6-22=-2554/3435, 6-7=-2728/3420, 7-23=-3007/3508, 8-23= 3089/3488
BOT CHORD 2-1 1=-2963/2676,11-24=-1781/1739, 10-24=-1781/1739, 10-25=-1781/1739,
9-25=-1781/1739, 8-9— 3007/2690
WEBS 5-9=-1554/1160,7-9=-770/646,5-1 1=-1504/996,3-1 1=-729/617
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10 Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. Il;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-8-13, Interior(1) 1-8-13 to 12-6-6, Exterior(2) 12-6-6 to
18-9-10, Interior(1) 18-9-10 to 28-2-6, Exterior(2) 28-2-6 to 31-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load,of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=1464,
8=1339.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
• i JOD 11 russ I russ I ype city ply
2424180 i K3 i Roof Special Girder 1 1 1 I
!Job Reference (optional) I
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 417:54:36 2020 Page 1
ID:RT7gCd5uOBKo6JOxaObsd5ygtTm-TB4MZcWzVZPTICaO21BQuJAyThOwkpooEdlf00ygyBX
rr1-4-01 5 6.0 11-0 0 15-8-0 i 21-8 0 27-8-0 30-8 0 31-5 4 344-0 5-8-
1-4.0-4.0' 5-6-0 5-6.0 �4-8-0 6-0-0 6-0-0 3-0-0 -9-4 2-10-12 1-4-0 -
Scale=1:68.7
5x6 =
6.00 12 6
I
x4 11 N
2 M N
Iv
CD
18 "" 16 " 14 13
3x6 =
4x8 — 5x6 W8= 5x12 — 4x6 — ST1.5x8 STP=
6x12 MT20HS WB= 7x8 5x12
LOADING (psf)
SPACING- 2-0-0
! CSI.
DEFL.
in (loc) Vdefl Ud ! PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.87
Vert(LL)
0.8216-18 >504 240 MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.86
Vert(CT)
-0.90 16-18 >457 180 MT20HS 187/143
BCLL 0.0 '
Rep Stress Mor NO
WB 0.99
Horz(CT)
0.14 11 n/a n/a
BCDL . 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight: 200 lb FT = 20%
LUMBER-
BRACING-
IP CHORD 2x4 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins.
T3: 2x4 SP M 31, T4: 2x6 SP No.2, T5: 2x4 SP No.1
BOT CHORD Rigid ceiling directly applied or 3-3-10 cc bracing.
IT CHORD 2x4 SP M 31 "Except'
WEBS
1 Row at midpt 6-18, 6-16, 8-16
B3: 2x6 SP M 26
MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3
I be installed during truss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.2 *Except*
Installation guide.
02,03.2x4 SP 1,40.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=2118/0-8-0 (min. 0-1-12), 11=3139/0-8-0 (min. 0-2-10)
Max Horz 2=383(LC 7)
Max Uplift2=-1667(LC 8), 11=-2436(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 3601/2856, 3-4=-3262/2562, 4-5=-3145/2581, 5-6= 3246/2753, 6-7=-4204/3462,
7-8=4141/3231, 8-28=-6833/5326, 9-28=-6833/5326, 9-10= 6088/4710, 10-11=-6319/4825
BOT CHORD 2-18= 2419/3349, 18-29=-1426/2241, 17-29=-1426/2241, 17-30— 1426/2241,
16-30— 1426/2241, 15-16=-5219/6924, 14-15= 5215/6922, 13-14— 3767/5083,
11-13= 4156/5574
WEBS 3-18=-598/485, 5-18=-545/345, 6-18=-1095/1141, 6-16=-1.985/2388, 7-16=-680/467,
8-16— 3443/2712, 8-14=-1305/992, 9-14=-1910/2211, 9-13=-100211252, 10-13=-262/335
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=34ft; eave=oft; Cat. II;,
Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
13) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL =1 O.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1667,
11=2436.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1229 lb down and 979 lb up at
31-4-12 on bottom chord. The design/selection 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).
-CIAD CASE(S) Standard
Continued on page 2
2424180 i K3 i Roof Special Girder 11 1 1
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-6=-90, 6-8=-90, 8-9=-90, 9-12= 90, 11-23=-20
Concentrated Loads (lb)
Vert: 13=-1229(B)
0
TO n
2424180 iK4
a Builders FirstSource. Tama. Plant f
cc r
Cq
N.
2x4
�.o
Roof Special
1 1 1
1-4-Q 7-10-0 15-8-0 20-8-0 25-8-0 28-8-0 34-4-0 35-8-0
'1-4-0 7-10-0 7-10-0 5-0-0 5-0-0 3-0-0 5-8-0 41 0
Scale=1:69.0
5x6 =
6.00112
5
3x4 = 46 = 4x6 = 5x8 = 3x4 — 3x6 =
3x8 =
1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/dell. L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.97
Vert(LL)
-0.46 12-15 >896 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.88
Vert(CT)
-0.74 12-15 >557 180
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.96
Horz(CT)
0.14 9 n/a n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -AS
Weight:175 lb FT = 20%
LUMBER-
BRACING-
? ` )P CHORD 2x4 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied.
T2: 2x4 SP No.1
BOT CHORD Rigid ceiling directly applied.
')T CHORD 2x4 SP No.1 *Except*
WEBS
1 Row at midpt 5-12
B2: 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer j
OTHERS 2x4 SP No.2
Installation guide.
REACTIONS. (lb/size) 2=2014/0-8-0 (min. 0-2-6), 9=2014/0-8-0 (min. 0-2-6)
Max Horz 2=383(LC 9)
Max Uplift2= 841(LC 10), 9=-841(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-26=-3428/1660, 3-26=-3345/1682, 3-4=-3000/1556, 4-27=-2823/1570, 5-27= 2819/1583,
5-28=-3197/1933, 6-28— 3369/1916, 6-7=-3359/1737, 7-8=-3181/1741, 8-9=-3598/1808
BOT CHORD 2-15= 1204/3125, 15-29=650/2072, 14-29=-650/2072, 13-14= 650/2072, 12-13=-650/2072,
11-12= 1906/4205, 9-11 =-1 366/3121
WEBS 3-15=786/557, 5-15=-385/1077, 5-12=-892/1786, 6-12=-534/396, 7-12=-1474/899,
7-11 =-1 456/734, 8-11=-476/1189
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 2-0-7, Interior(1) 2-0-7 to 12-2-13, Exterior(2) 12-2-13 to
19-1-3, Interior(1) 19-1-3 to 25-8-0, Exterior(2) 25-8-0 to 35-8-13 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=841,
9=841.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
180 j K5 I Roof Special
0-0
3x6 =
6.00 12
5x8 =
4
I
3x4 = 46 = 3x4 = 3x8 =
3x8 MT20HS=
LOADING (psf)
SPACING-
2-0-0
! CSI.
DEFL.
in (]cc)
I/defl .
L/d
TCLL 30.0
Plate Grip DOL
1.33
I TC 0.99
Vert(LL)
-0.2914-19
>999
240
TCDL 15.0
Lumber DOL
1.33
BC 0.85
Vert(CT)
-0.70 14-19
>592
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.76
Horz(CT)
0.15 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
; Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2 *Except`
T3: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 'Except'
Bi: 2x4 SP No.1
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 1 =1 886/Mechanical, 8=2017/0-8-0 (min. 0-2-6)
Max Horz 1=375(LC 8)
Max Uplifts— 720(LC 10), 8= 844(LC 10)
Scale'
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 172 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 5-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. j
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-23— 3437/1744, 2-23=-3350/1760, 2-3— 3011/1631, 3-24=-2841/1644, 4-24=-2830/1657,
4-25=-2756/1630, 5-25=-2939/1615, 5-6= 2948/1671, 6-26=-3251/1756, 7-26=-3331/1743,
7-27=-3641/1950, 8-27— 3701/1939
BOT CHORD 1-1 4=-1 287/3107, 14-28= 702/2081, 13-28=-702/2081, 13-29= 702/2081, 12-29= 702/2081.
11-12=-1637/3600, 10-11=-1637/3600, 8-10=-1542/3256
WEBS 2-14� 790/574, 4-14= 426/1037, 4-12=-551/1185, 5-12=-1420/937, 5-10=-1101/636,
6-10— 564/1205, 7-10=-441/332
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-3, Interior(1) 3-5-3 to 12-2-13, Exterior(2) 12-2-13 to
19-1-3, Interior(1) 19-1-3 to 23-8-0, Exterior(2) 23-8-0 to 30-1-3, Interior(1) 30-1-3 to 32-3-9, Exterior(2) 32-3-9 to 35-8-13 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
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=lb) 1=720,
8=844.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
80 j K6 I Roof Special
4x8 =
7-10-0 15-8-0 21-8-0 24-8-0 29-6-0 34-4-0 $5-8-0
7-10-0 7-10-0 6-0-0 3-0-0 4-10-0 4-10-0 '1-4-0
Scale=1:65.3
5x6 =
6.00 F12
14 .- 12 10
2X4 11 4x6 = 48 = 46 = 3x8 =
4x8 =
7-10-0 15.8-0 24-8-0 34-0-8 34 4-0
7-10-0 7-10-0 9-0-0 9-4-8 03-8
Plate Offsets (X Y)--
[1:0-0-0 0-0-4] [3:0-3-0 Edge] [6:0-8-4 0-2-0] [8:0-7-11 Edge]
[15:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Well
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
I TC 0.99
Vert(LL)
0.51 10-12
>814
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.93
Vert(CT)
-0.4310-12
>950
180
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.73
Horz(CT)
0.15 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 175 lb
FT = 20%
LUMBER-
--)P CHORD 2x4 SP No.2 *Except*
Ti: 2x4 SP No.1
)T CHORD 2x4 SP No.2 *Except*
B3: 2x4 SP M 31
WEBS 2x*SP No.3
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 1=1886/Mechanical, 8=2017/0-8-0 (min. 0-1-11)
Max HorzI= 375(LC 8)
Max Upliftl=-1468(LC 10), 8= 1592(LC 10)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
WEBS 1 Row at midpt 2-12, 4-12, 5-12
rMiTek recommends that Stabilizers and required cross bracing —I
be installed during truss erection, in accordance with Stabilizer
j Installation guide. I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-23= 3496/4064, 2-23=-3408/4082, 2-3= 2504/3017, 3-24— 2332/3030, 4-24=-2327/3043,
4-25=-2329/3046, 5-25=-2437/3034, 5-6=-2741 /3583, 6-26=-3034/3861, 7-26=-3141 /3844,
7-27=-3579/4199, 8-27=-3628/4187
BOT CHORD 1-1 4=-3379/3049,13-14=-3379/3049, 12-13=-3379/3049, 11-12=-3442/3090,
10-11=-3442/3090, 8-10= 3585/3201
WEBS 2-14=-553/3z8, 2-12=-1103/1376, 4-12=-2196/1462, 5-12— 1295/1666, 5-10=-692/661,
6-10— 1443 1019, 7-1.0=-595/571
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=O.i 8; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-3, Intedor(1) 3-5-3 to 12-2-13, Exterior(2) 12-2-13 to
19-1-3, Interior(1) 19-1-3 to 21-8-0, Exterior(2) 21-8-0 to 28-1-3, Interior(1) 28-1-3 to 32-3-9, Exterior(2) 32-3-9 to 35-8-13 zone; porch left
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
^ 3) Provide adequate drainage to prevent water ponding.
.4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 Qt=lb) 1=1468,
8=1592.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180
Roof Special
4xl0 MT20HS=
6.00 12 5x6 =
14 „' 12
2x4 11
24
4x6 = 5x8 = 46 = 1 3x8 =
I:II 51114
5x8 =
Scala
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL
1
MT20 244/190
I
TCDL 15.0
Lumber DOL
1.33
BC 0.86
Vert(CT)
-0.58 10-12 >705 180 ; MT20HS 187/143
BCLL 0.0 '
Rep Stress [nor
YES
WB 0.76
Horz(CT)
0.13 8 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix AS
Weight: 179 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied.
T1: 2x4 SP No.1
BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP No.1 'Except'
WEBS
1 Row at midpt 2-12, 4-12, 5-12, 5-10, 6-10
B3: 2x4 SP M 31
MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
OTHERS 2x4 SP No.2
Installation guide.
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 1 =1 886/Mechanical, 8=2005/0-8-0 (min. 0-1-11)
Max Horz 1— 373(LC 8)
Max Upliftl =-1 469(LC 10), 8= 1580(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-3470/4046, 2-22=-3376/4065, 2-3=-2498/3053, 3-23= 2332/3066, 4-23=-2327/3078,
4-24=-2235/3097, 5-24=-2363/3085, 5-25=-2290/3010, 6-25=-2290/3010, 6-26=-3101/4054,
7-26=-3225/4041, 7-27=-3495/4165, 8-27=-3589/4150
BOT CHORD 1-14— 3365/3020, 13-14=-3365/3020, 12-13=-3365/3020, 11-12=-2923/2671,
11 -28=-2923/2671,10-28=-292312671I 8-10=-3523/3126
WEBS 2-14=-542/319, 2-12=-1082/1346, 4-12=-2296/1543, 5-12= 1087/1320, 5-10= 539/625,
6-10=-1623/1092, 7-10=-570/485
NOTES-
1) Unbalanced roof live loads have been considered for�this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-3, Interior(1) 3-5-3 to 12-2-13, Exterior(2) 12-2-13 to
19-1-3, Interior(1) 19-1-3 to 19-8-0, Exterior(2) 19-8-0 to 26-1-3, Interior(1) 26-1-3 to 32-2-0, Exterior(2) 32-2-0 to 35-7-3 zone; porch left
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
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=lb) 1=1469,
8=1580.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
Roof Special
Scale=1:67.9
6.00 12
400 MT20HS= 2x4 11
5x6 =
46 = 5x8 = 46 = 3x8 =
3x8
8-1-4 15-8-0 24-5-8 34-0-8 34r4-0
8-1-4 7-6-12 8-9-8 9-7-0 0- -8
Plate Offsets (X,Y)--
[1:0-0-0,0-0-41, [3:0-3-0,Edgel,
[6:0-8-4,0-2-01, [8:0-2-10,0-1-81,
[9:0-2-2,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.91
Vert(LL)
0.53 10-21
>784
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.88
Vert(CT)
0.43 10-21
>962
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.73
Horz(CT)
0.14 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
Weight: 176 lb
FT = 20%
LUMBER-
- �:1P CHORD 2x4 SP No.2 *Except*
T5,T1: 2x4 SP No.1
)T CHORD 2x4 SP No.2 'Except*
Bl : 2x4 SP No.1, B3: 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 1 =1 886/Mechanical, 8=200510-8-0 (min. 0-1-11)
Max Horz 1=-373(LC 8)
Max Upliftl— 1469(LC 10), 8=-1580(LC 10)
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD •
Rigid ceiling directly applied.
WEBS
1 Row at midpt 2-12, 4-12, 5-12
MiTek recommends that Stabilizers and required cross bracing I
fbe installed during truss erection, in accordance with Stabilizer
I Installation guide. I
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-22=-3470/4033, 2-22=-3375/4051, 2-3— 2496/3020, 3-23=-2330/3033, 4-23=-2327/3046,
4-24= 2325/3047, 5-24— 2429/3034, 5-6— 2719/3563, 6-25=-3010/3848, 7-25= 3117/3831,
7-26=-3546/4171, 8-26— 3600/4158
BOT CHORD 1-14=-3352/3019, 13-14=-3352/3019, 12-13=-3352/3019, 11-12=-3403/3048,
10-11= 3403/3048, 8-10= 3564/3172
WEBS 2-14=565/333, 2-12= 1089/1361. 4-12= 2217/1486, 5-12=-1275/1649, 5-10= 663/629,
6-1 0=-1 454/1024, 7-10=-598/580
.NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=34ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-5-3, Interior(1) 3-5-3 to 12-2-13, Exterior(2) 12-2-13 to
19-1-3, Interior(1) 19-1-3 to 21-5-8, Exterior(2) 21-5-8 to 27-10-11, Interior(1) 27-10-11 to 32-2-0, Exterior(2) 32-2-0 to 35-7-3 zone; porch
left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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 Qt=lb) 1=1469,
8=1580.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
1AD CASE(S) Standard
7515-- I russ I russ I ype uty Ply
2424180 i KGR1 Jack -Closed Girder 1 1
IJob Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 Run:8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 417:54:42 2020 Page 1
ID:RT7gCd5uOBKo6JOxaObsd5ygtTm-ILRdpfbk4PAcT71APZIg8aQ2_6718ZAgcYCzDgygyBR
RST1
6x8
e-8-14 /-Q-u
2-8-14 4-3-2
Scab: , r
2x4 i 1
3
Plate Offsets (X,Y)-- [1:0-1 -8,Edgel, [4:0-4-0,0-5-01, [5:1-2-8,0-5-01, [5:0-0-0,0-1-121
LOADING (psf)
SPACING- 2-0-0 CSI.
DEFL.
in (loc) I/defl Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33 TC 0.55
Vert(LL)
0.10 4-5 >766 240 MT20 2441190
TCDL 15.0
Lumber DOL 1.33 BC 0.64
Vert(CT)
-0.11 4-5 >718 180 MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr NO WB 0.87
Horz(CT)
0.02 4 n/a n/a
BCDL 10.0
Code FBC2017/TP12014 Matrix -MP
Weight: 48 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins,
BOT CHORD 2x6 SP M 26
end verticals.
WEBS 2x6 SP No.2 Except'
BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing.
WI: 2x4 SP No.2, W2: 2x4 SP No.3
WEBS
1 Row at midpt 2-4
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=3666/0-8-0 (min. 0-3-1), 4=3234/Mechanical
Max Horz 1=195(LC 21)
Max Upliftl= 2021(LC 8), 4=-2508(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 4262/2974
BOT CHORD 1-10=-1486/1935, 1-5=-2786/3804, 5-11— 2786/3804, 4-11=-2786/3804
WEBS 2-5=-2178/2823, 2-4=-3978/2913
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
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) except Qt=lb) 1=2021,
4=2508.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1871 lb down and 735 lb up at
0-8-12, 1866 lb down and 1488 lb up at 2-8-12, and 1217 lb down and 1042 lb up at 4-8-12, and 1236 lb down and 1026 lb up at 6-9-4
on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) 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 + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 3-8= 90, 1-4=-20
Concentrated Loads (lb)
Vert: 5=-1866(B) 4=-1236(B) 10=-1871(B) 11=-1217(B)
KH7 IROOFTRUSS I1 I A
-1-40 46-0 9-0-0 ti-0.0 13-0.0 20.6.11 24-4.0 27-40 30-8-0 31-4-0 .34.0-0
1-40 46-0 4.6-0 2;0.0. 2-0-0 7-6-11 3-9-5 3-0-0 3-40 -8- 1-40
Scale=1:69.0
5x6 =
7x8 =
6x12 MT20HS= 2x4 i
6.00 12 4 5 6x8 = 3x4 =
6x12 MT20HS=
T3 6 7 6x12 MT20HS�•
2x4 _
3 �� /J \_ 134 /3 I 36 96x8W12 1Va1.5x8STP=2x4 it
ST1.5x8 STP /
j ' \\vlvo /n��
.I,l
0
12
Io
2x4
. 13
2
1
14u
u
21
38 39
163x6 =
23 22
20
19 18
17
3x6 -_
3x8 = 4x10 MT20HS=
6x8 =
4x4 = 5x8
= 5x6 11
7x8 =
32-4.8
46-0
9-0-0 100 3-00 20-6-11
12
NJ
2-4.0
3.0 31.410 32.8-0120
7-6-11
3-95
30-0
3-4-80W3.8
LOADING (psf)
SPACING-
2-0-0 I
CSI.
DEFL. in (Icc) I/dell Ud PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.81
Vert(LL) 0.48 20-22 >820 240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.97
Vert(CT) -0.63 20-22 >622 180 MT20HS 187/143
BCLL 0.0 "
Rep Stress Incr
NO
WB 0.93
Horz(CT), 0.08 12 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
I Weight: 405 lb FT = 20%
IMBER-
BRACING-
�)P CHORD 2x4 SP No.2 "Except'
TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins.
T4: 2x4 SP M 31 1BOT
CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. Except:
BOT CHORD 2x4 SP No.1 'Except'
10-0-0 oc bracing:15-17
B2: 2x6 SP M 26
WEBS 2x4 SP No.3 "Except*
W13,W11,W4: 2x4 SP No.2
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 2=3092/0-8-0 (min. 0-1-13), 12=4048/0-8-0 (min. 0-2-6)
Max Horz 2— 204(LC 6)
Max Uplift2= 1689(LC 8), 12=-2522(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 6017/3279, 3-4= 5576/3113, 4-5=-4965/2884, 5-6=-9508/5604, 6-34=-8268/4860,
34-35=-8268/4860, 7-35=-8268/4860, 7-36=-10758/6722, 8-36=-10758/6722, 8-9= 9404/6005,
9-37=-10537/6462, 10-37=-10537/6462, 10-11=-11526/7057, 11-12=-7614/4622
BOT CHORD 2-23= 2856/5316, 22-23==3091/5690, 21-22=-6525/10758, 21-38— 6524/10758,
20-38=-6544/10789, 20-39=-5268/8429, 19-39=-5268/8429, 18-19=-5964/9662,
17-18=-865/1421, 14-15= 4024/6762, 12-14=-4014/6763, 15-17= 215/400, 10-15=-230/337
WEBS 3-23=-574/353, 4-23= 119612141, 6-22= 4645/2743, 7-22=-2927/2331, 7-20=-974/801,
8-20=-1678/3109, 8-19=-1274/1732, 9-19� 1541/885, 9-18= 4065/2601, 11-15� 3497/5691,
9-15— 603/1211, 15-18=-5390/8723, 5-23— 2029/1233, 5-22=-3953/6497
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section./Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) The Fabrication Tolerance at joint 11 = 49/6, joint 11 = 4%
8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
^? ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1689
,12=2522.
Continued on page 2
2424180 j KH7 I ROOF TRUSS 11 I 2
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 229 lb up at 20-3-4, 142 lb down and 106 lb up a'
, and 285 lb down and 333 lb up at 24-4-0, and 350 lb down and 183 lb up at 31-4-0 on top chord, and 2029 lb down and 1386 lb up at 20-0-12, 109 lb down and 22 li!,
20-3-4, and 217 lb down and 262 lb up at 22-3-4, and 645 lb down and 649 lb up at 24-3-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-4=-90, 4-5=-90, 5-6=-90, 6-8— 90, 8-9=-90, 9-11=-90, 11-13=-90, 17-28— 20, 16-17=-20, 15-31=-20
Concentrated Loads (lb)
Vert: 8=-140(B) 11=59(B) 7=-193(B) 19=-645(B) 36=-42(B) 38=-2107(B) 39=-217(B)
2424180 KH9 IROOF TRUSS 11 1 1
A
5x6 =
5x6 =
3x4 = 5x6 =
6.00 (12
4 5 31
6 32 7 �- 5x6 =
5x8 -- 2x4 11
2x4 zz�
/
30 /
j \ 1 1 4 8
W8 ST1.5x8 STP=
cj
ri
II
\\ I i --
10
a
ST1.5x8 STP=
9
2x4 It
29
11
1
m
2x4 i l l
\ i. /
I Q LJ 12
I
1
T
1
o
LJ
18
17 16
15 14 3x8 =
5x12 =
46 = 3x8 =
3x4 11
3x8 =
6x8 =
1 0x1 6 MT20HS=
32-8-0
Scale=1:67.9
LOADING (psf)
SPACING-
2-0-0
! CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL '
1.33
t TC 0.68
Vert(LL)-0.3016-18
>999 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.95
Vert(CT) -0.73
16-18 >533 180
MT20HS 187/143
BOLL 0.0
Rep Stress Incr
YES
WB 0.98
Horz(CT) 0.13
11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -AS
I Weight: 184 Ito FT = 20%
',UMBER-
BRACING-
)P CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
DT CHORD 2x4 SP No.1
'Except'
BOT CHORD
Rigid ceiling directly applied.
B3: 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer j
OTHERS 2x4 SP No.2
Installation guide. i
REACTIONS. (lb/size) 2=1923/0-8-0 (min. 0-2-4), 11 =194310-8-0 (min. 0-2-5)
Max Horz2=-225(LC 8)
Max Uplift2=-806(LC 10), 11=-793(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-29=-3401/1772, 3-29=-3352/1786, 3-30=-2875/1518, 4-30-2772/1530, 4-5� 3150/1769,
5-31=-2908/1643, 6-31=-2908/1643, 6-32=-2843/1683, 7-32=-2843/1683, 7-8= 3189/1787,
8-33-1845/1117, 33-34=1845/1117, 9-34=-1845/1117, 9-10=-3987/2078, 10-11=-4398/2205
BOT CHORD 2-18-1437/2998, 17-18-1536/3240, 16-17=-1536/3240, 15-16=-1683/3320, 14-15=-145/287,
10-13=-211/496,11-13-1753/3823
WEBS 3-18-613/415, 4-18-1098/2240, 5-18-1498/828, 7-16-478/1019, 8-16=-711/551,
8-15=-1883/1037, 9-15=-828/378, 13-15=-1189/2556, 9-13=-1263/2749, 6-18=-564/348,
6-16=-515/302
1
NOTES=
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=33ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-13 to 1-10-7, Interior(1) 1-10-7 to 6-8-13, Exterior(2) 6-8-13 to
11-0-0, Interior(1) 11-0-0 to 19-0-13, Exterior(2) 19-0-13 to 25-4-0, Interior(1) 25-4-0 to 26-0-13, Exterior(2) 26-0-13 to 34-0-13 zone;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Ceiling dead load (5.0 psf) on member(s). 10-27, 11-27
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=806,
11=793.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
)AD CASE(S) Standard
2424180
ROOFTRUSS
1 1 1
I-1.4-0, 5-6-0 11.0.0 15-8-0 20-4-0 23-2-12 26-1.8 ; 30.1.8 3�0-8 0032-8.0 ,mil
1 40' 6-6-0 5-6.0 48-0 48.0 2.10-12-12 2.10-12 40-0 0-6-8 2-0-0
5x6 =
3x4 =
4 0o
5x6 =
00 C
17 "' 15 14 13'-
3x8 =
3x8 = 46 = 3x8 = 5x8 = 3x4 it
5x12 =
32-8-0
Scale -
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud I PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.97
Vert(LL)
-0.2717-24
>999
240 I MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.98
Vert(CT)
-0.61 17-24
>637
180
BCLL 0.0 *
Rep Stress Incr
NO
WS 0.94
Horz(CT)
0.10 9
n/a
n/a i
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight: 182 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
T3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing. Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 11-13 -
Bi: 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer
W6: 2x4 SP No.2
OTHERS 2x4 SP No.2 Installation guide.
REACTIONS. (lb/size) 2=1924/0-8-0 (min. 0-2-4), 9=1935/0-8-0 (min. 0-2-5)
Max Horz 2=-248(LC 6)
Max Uplift2— 806(LC 8), 9=-799(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3376/1335, 3-4=-2802/1093, 4-28=-2410/1054, 5-28= 2410/1054, 5-29= 2519/1113,
6-29= 2519/1113, 6-7= 2909/1150, 7-30= 3153/1178, 8-30=-3154/1178, 8-9= 3486/1255
BOT CHORD 2-17=-1114/2975, 16-17=-864/2642, 16-31=-864/2642, 15-31� 864/2642, 14-15� 1278/3548,
9-11— 999/3073, 8-11=-438/1304
WEBS 3-17=-695/423, 4-17=-228/774, 5-17=-527/203, 5-15=-397/110, 6-15=-234/780,
7-14=-1118/486, 7-11— 353/229, 11-14_ 1244/3458, 7-15=-1150/536
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=O.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit +
between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=806,
9=799.
7) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
KH13 I ROOF TRUSS 11 1 1
1-4-0, 6-6-0 13-0-0 18-4-0 24 10-0 31
1-4-0' 6-6-0 6-6-0 5-4-0 6-6-0 6
i
4x10 MT20HS - 6x12 MT20HS=
6.00 12
F 99 9R R
r
3x8
3x8 = 46 = 3x4 = 3x8
1
Scale=1:60.2
CO
I<
0
cn
0
LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 1 TC 0.88 Vert(LL) 0.62 9-16 >610 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 I BC 0.58 Vert(CT) 0.51 9-16 >737 180 MT20HS 187/143
BCLL 0.0 ' Rep Stress [nor YES WB 0.37 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Code FB02017frPI2014 Matrix -AS I Weight:154 to FT = 20%
LUMBER- BRACING-
" <)P CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
T4,T1: 2x4 SP No.1 I BOT CHORD Rigid ceiling directly applied.
)T CHORD 2x4 SP M 31 WEBS 1 Row at midpt 5-11, 6-11, 6-9
WEBS 2x4 SP No.3 MT( ek recommends that Stabilizers and required cross bracing f
OTHERS 2x4 SP No.2 I be installed during truss erection, in accordance with Stabilizer
WEDGE Installation guide.
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (lb/size) 8=1721/0-8-0 (min. 0-1-8), 2=1852/0-8-0 (min. 0-1-9)
Max Horz 2=31 O(LC 9)
Max Uplift8=-1339(LC 10), 2=-1464(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3162/3722, 3-20=-3097/3740, 3-4= 2669/3465, 4-21=-2581/3472, 5-21=-2525/3488,
5-22=-2020/2806, 22-23=-2020/2806, 6-23= 2020/2806, 6-24= 2540/3528, 7-24=-2686/3505,
7-25=-3095/3789, 8-25=-3176/3772
BOT CHORD 2-11=-3234/2770, 10-11=-2305/2022, 10-26= 2305/2022, 9-26=-2305/2022, 8-9= 3292/2786
WEBS 3-11=652/641, 5-11= 1212/692, 6-11=-281/277, 6-9= 1253/810, 7-9=-700/677
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-8-13, Interior(1) 1.8-13 to 8-6-13, Exterior(2) 8-6-13 to
22-9-3, Interior(1) 22-9-3 to 28-2-6, Exterior(2) 28-2-6 to 31-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 8=1339,
2=1464.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
KH15 1ROOF TRUSS
1-4-0, 7-6-0 15-0-0 16-4-0 23-10-0 31-4-0
1-4.0 7-6-0 7-6-0 1-4-0 7-6-0 7-6-0
2x4
Cl)
a
0
4x4 =
10-5-5
5x8 =
6.00 f 12 5x6 =
TP =
3x8 = 46 = 3x4 = 44 =
ti
Scale=
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.83
Vert(LL)
-0.4310-12
>872
240 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.81
Vert(CT)
-0.63 10-12
>596
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.65
Horz(CT)
0.10 9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -AS
I Weight:156 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 2=1852/0-8-0 (min. 0-2-3), 9=1721/0-8-0 (min. 0-2-0)
Max Horz 2=354(LC 9)
Max Upl ift2=-781 (LC 10), 9=-657(LC 10)
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide. I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown.
TOP CHORD 2-21=-3096/1551, 3-21=-3017/1574, 3-4= 2676/1441, 4-22-2549/1450, 5-22=-2508/1467,
5-6_ 1845/1270, 6-23= 2538/1515, 7-23=-2582/1498, 7-8= 2710/1488, 8-24=-3037/1614,
9-24— 3113/1598
BOT CHORD 2-12=-1245/2818, 12-25=-696/1797, 11-25=-696/1797, 11-26=-696/1797, 10-26=-696/1797,
9-10=-1293/2718
WEBS 3-12=-747/557, 5-12= 361/955, 6-12=-382/430, 6-10=-435/1064, 8-10=-756/591
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-8-13, Interi6r(1) 1-8-13 to 10-6-13, Exterior(2)10-6-13 to
20-9-3, Interior(1) 20-9-3 to 28-2-6, Exterior(2) 28-2-6 to 31-4-0 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=781,
9=657.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1 /2" gypsum
sheetrock be applied directly to the bottom chord.
LOAD CASE(S) Standard
2424180 iPB1 Piggyback
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 P
ID:pulzl r80huhd_DaAI
Scale=1:57.1
44 =
6.00 12 3x6 11 5x6 =
a 4 R
J
3x4 = 2423 22 21 20 19 18 17 16 15 3x4 =
3x4 =
31-8-13 3$-0-5
ati_R_ia n=a-R
Plate Offsets (X,Y)--
j5:0-3-0,0-2-01
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
floc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.27
Vert(LL)
0.00
13
n/r
180
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.15
Vert(CT)
0.00
13
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.14
Horz(CT)
0.00
13
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight:109 Ib FT = 20%
LUMBER- BRACING-
--TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
IT CHORD 2x4 SP No.2 BOT CHORD , Rigid ceiling directly applied or 6-0-0 oc bracing.
HERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection, in accordance with Stabilizer I
Installation guide.
REACTIONS. All bearings 30-1-8.
(lb) - Max Horz 2=117(LC 9)
Max Uplift All uplift 100 lb or less atjoint(s) 22, 23, 15, 13 except 2=-155(LC 10), 24= 295(LC 10), 21=-188(LC
10), 19=-182(LC 10), 18=-170(LC 7), 17=-175(LC 10), 16=-143(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 23, 15, 13 except 2=270(LC 1), 22=341(LC 1), 24=593(LC 15),
21=386(LC 20), 19=467(LC 1), 18=429(LC 20), 17=456(LC 1), 16=363(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-156/312
WEBS 5-22=-276/185, 3-24=-454/465, 6-21=-322/307, 7-19=-386/257, 8-18=-350/237,
9-17= 373/256, 11-16=-298/233
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 12-1-13, Interior(1) 12-1-13 to 26-5-11, Exterior(2) 26-5-11
to 31-8-9 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
. 3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 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 nonconcurrent with any other live loads.
7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 15, 13 except
(jt=lb) 2=155, 24=295, 21=188, 19=182, 18=170, 17=175, 16=143.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
80
PB2
8
4x6 =
3
1
4
4x6 =
Scale' I
m
It
6 R
8 7
2x4 = 2x4 1! 2x4 11 2x4 =
10-5-2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 30.0
Plate Grip DOL
1.33 I
TC . 0.26
Vert(LL)
0.00
6
n/r
180
TCDL 15.0
Lumber DOL
1.33 I
BC 0.07
Vert(CT)
0.01
6
n/r
120
BCLL 0.0 "
Rep Stress Incr
YES
WB 0.08
Horz(CT)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
PLATES GRIP
MT20 244/190
Weight: 34 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 $P No.3 MiTek recommends that Stabilizers and required cross bracir,
be installed during truss erection, in accordance with Stabiliz("
Installation guide.
REACTIONS. All bearings 8-9-8.
(lb) - Max Horz 2=-71(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 7 except 2= 140(LC 10), 5=-140(LC 10), 8=-100(LC 7)
Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=317(LC 19), 7=317(LC 20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3-8=-253/257, 4-7=-253/257
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 16.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=140,
5=140, 8=100.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard '
PB3
Piggyback
16 1 !Job
Run: 8.240 s Mar 9 2020 Print: 8.
ID:pulzl r80huhd_DaAA
46 =
3
Scale=1:18.2
—
o
c i
v
(6
0 0
jo
c
6
2x4 =
2x4 11
2x4 —
10-5-2
1 -8-10
10-5-2
3-
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.56
Vert(LL)
0.02
5
n/r
180
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
I BC 0.20
Vert(CT)
0.04
5
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.09
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 34 Ito FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
<<iT CHORD 2x4 SP No.2
'HERS 2x4 SP No.3
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 I
Installation guide. j
REACTIONS. (lb/size) 2=312/8-9-8 (min. 0-1-8), 4=312/8-9-8 (min. 0-1-8), 6=457/8-9-8 (min. 0-1-8)
Max Horz 2=-105(LC 8)
Max Uplift2=-185(LC 10), 4=-185(LC 10), 6=-107(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
WEBS 3-6= 347/317
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=185,
4=185,6=107.
7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
russ I russ I ype tyPly i —
424180 I VT3 Valley 1 1
i i jJob Reference (optional)
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Sep 4 17:54:52 2020 Page 1
ID:RT7gCd5uOBKo6JOxaObsdSygtTm-?G2Pw4j?kTQBggoS_fTAYhgrNBfhUHB9v6dVa5ygyB1-
2x4 5-
3-2-8
2x4 i !
Scale <41
2
3
LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in ([cc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 I BC 0.09 Vert(CT) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 I Matrix-P I Weight: 12 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 cc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
MiTek recommends that Stabilizers and required cross bracin
be installed during truss erection, in accordance with Stabilizer
Installation guide. i
REACTIONS. (lb/size) 1=152/3-6-0 (min. 0-1-8), 3=152/3-6-0 (min. 0-1-8)
Max Horz 1=84(LC 10)
Max Upliftl=-37(LC 10), 3=-79(LC 10)
Max Grav 1=152(LC 1), 3=158(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-01wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
LOAD CASE(S) Standard
1
2424180
2 1 1
v
d
0
3-0-0
3-0-0
2x4 -5�- 2x4 II
2-8-0
2
3
Scale=1:10.1
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
i TC 0.15
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
I BC 0.05
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT) 0.00
n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
I Weight: 10 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins, except
;)T CHORD 2x4 SP No.2
end verticals.
EBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 ocbracing.
MiTek recommends that Stabilizers and required cross bracing 1
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=122/2-11-8 (min. 0-1-8), 3=,122/2-11-8 (min. 0-1-8)
Max Horz 1=68(LC 10)
Max Uplifts— 30(LC 10), 3=-64(LC 10)
Max Grav1=122(LC 1), 3=127(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp,C; Encl., GCpi=0.18; MWFRS (directional)'and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
LOAD CASE(S) Standard
2424180
v
a
0
2x4 1 i.
2
3
2x4 2x4 11
Scale`_.;
LOADING (psf)
SPACING- 2-0-0
i CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
I TC 0.76
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.28
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Weight: 20 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=262/5-6-0 (min. 0-1-8), 3=26215-6-0 (min. 0-1-8)
Max Horz 1=145(LC 10)
Max Upliftl=-64(LC 10), 3=-137(LC 10)
Max Grav 1=262(LC 1), 3=272(LC 15)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-225/335
Structural wood sheathing directly applied or 5-6-8 oc purlins, except
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 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 ,
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=137.
LOAD CASE(S) Standard
ob Fruss Truss ype ty y
1424180 Vr5A Valley 2 1 1
iJob Reference (ootional)
Builders FirstSource, Tampa, Plant City, Florida 33566 Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MTek Industries, Inc. Fri Sep 417:54:54 2020 Page'
I D: RT7gCd5uOB Ko6JOxaObsdSygtTm-xe99LmkGGShvvzyT64Wed6v5MxJ7yBhSNQ6ceygy8I
5-0-0
5-0-0
L
2x4 II
2
3
2x4 5- 2x4 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (]cc)
I/defl
Ud
TCLL 30.0
Plate Grip DOL
1.33
TC 0.59
Vert(LL)
n/a
n/a
999
TCDL 15.0
Lumber DOL
1.33
BC 0.22
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
� �,)T CHORD 2x4 SP No.2
cEBS 2x4 SP No.3
Scale=1:16.2
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer I
i Installation guide.
REACTIONS. (lb/size) 1=232/4-11-8 (min. 0-1-8), 3=232/4-11-8 (min. 0-1-8)
Max Horz 1=128(LC 10)
Max Upliftl— 57(LC 10), 3=-121(LC 10)
Max Grav1=232(LC 1), 3=241(LC 15).
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-199/301
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=121.
,LOAD CASE(S) Standard
80 j V17 j Valley 11 1 1
a
c
0
e Mar 9 zuau runt: u24u e
7-6-8
7-6-8
2x4 1 i
3
5 4
2x4 2x4 I i 2x4 11
Scale __
LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WS 0.17 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2017lfP12014 Matrix-P I Weight: 29 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracin
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=103/7-6-0 (min. 0-1-8), 4=169/7-6-0 (min. 0-1-8), 5=472/7-6-0 (min. 0-1-8)
Max Horz 1=205(LC 10)
Max Uplift4=-BB(LC 10), 5=-246(LC 10)
Max Grav 1=103(LC 1), 4=176(LC 16), 5=490(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-367/157
WEBS 2-5=-405/564
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=246.
LOAD CASE(S) Standard
8-4-0
B-4-0
f .
2x4 I!
3
3x,
6 5 4
2x4 11 6x8 = 2x4 11
LOADING (psf)
SPACING-
2-0-0
! CSI.
DEFL. in (loc)
I/defl
Ud
TCLL 30.0
Plate Grip DOL
1.33
TC 0.36
Vert(LL) n/a
n/a
999
TCDL 15.0
Lumber DOL
1.33
BC 0.18
Vert(CT) n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
.YES
WB 0.27
Horz(CT) -0.00 4
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
LUMBER-
__ TOP CHORD 2x4 SP No.2
)T CHORD 2x4 SP No.2
,EBS 2x4 SP No.3
�`FHERS 2x4 SP No.3
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. (lb/size) 6=177/8-4-0 (min. 0-1-8), 4=155/8-4-0 (min. 0-1-8), 5=552/8-4-0 (min. 0-1-8)
Max Horz 6=243(LC 10)
Max Uplift4=-81(LC 10), 5=-483(LC 10)
Max Grav6=225(LC 10), 4=212(LC 15), 5=695(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-6=-347/77, 1-7=-379/,140, 7-8=-366/169, 2-8=-364/174
BOT CHORD 5-6=-421/156
WEBS 2-5=-473/600, 1-5=-201/540
Scale=1:45.5
PLATES GRIP
MT20 244/190
Weight: 57 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 9-1-8 oc bracing.
MiTek recommends that Stabilizers and required cross bracing I
be installed during truss erection, in accordance with Stabilizer
1 Installation guide.
NOTES-
1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-5, Exte(or(2) 3-11-5 to
8-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=483.
LOAD CASE(S) Standard
2424180 1 VTBA I Valley - I 1 1 1
8-4-0
3xi
Scal< 3
2x4 it
3
6 5 4
2x4 11 5x6 = 2x4 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) 1/defl Ud I PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.36
Vert(LL)
n/a n/a 999 MT20 244/190
TCDL 15.0
Lumber DOL
1.33
I BC 0.18
Vert(CT)
n/a - n/a 999
BCLL 0.0
Rep Stress Incr
YES
WB 0.18
Horz(OT) -0.00 4 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
I Matrix-P
Weight: 52 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 9-1-8 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracin,
be installed during truss erection, in accordance with Stabilizer'
j Installation guide.
REACTIONS. (lb/size) 6=177/8-4-0 (min. 0-1-8), 4=154/8-4-0 (min. 0-1-8), 5=553/8-4-0 (min. 0-1-8)
Max Horz 6=243(LC 10)
Max Uplift4— 81(LC 10), 5=-425(LC 10)
Max Grav6=183(LC 16), 4=211(LC 15), 5=680(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-379/140, 7-8=-366/169, 2-8=-365/174
BOT CHORD 5-6=-421/156
WEBS 2-5=-473/600, 1-5=-180/483
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-5, Exterior(2) 3-11-5 to
8-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = I O.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=425.
LOAD CASE(S) Standard
2424180 i VTOB I Valley 11 1 1
0
N
2x4 11
3
4x4
6 5 9 42x4 11
4x10 MT20HS= 2x4 11
Scale=1:35.8
8-0-8
8-0-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/deft Uci PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 I BC 0.60 Vert(CT) n/a n/a 999 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 41 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
" =BS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
"HERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing i
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=186/8-4-0 (min. 0-1-8), 4=164/8-4-0 (min. 0-1-8), 5=535/8-4-0 (min. 0-1-8)
Max Harz6=243(LC 10)
Max Uplift4=-74(LC 10), 5= 381(LC 10)
Max Grav6=186(LC 1), 4=219(LC 15), 5=628(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-7=-383/133, 7-8=-371/166, 2-8=-369/171
WEBS 2-5=-465/657
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-5, Extedor(2) 3-11-5 to
8-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL=10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=381.
LOAD CASE(S) Standard
2424180 j v r8c 1 Valley
v
0
0
Scale
2x4 i I
4x4 = 2x4 115 4
.0-6-3
B-6-11
Plate Offsets (X,Y)--
[1:0-0-3,0-2-0)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
I TC 0.44
Vert(LL)
n/a
n/a
999
I MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.20
Vert(CT)
n/a
n/a
999
BCLL 0.0 "
Rep Stress Incr YES
WB 0.19
Horz(CT)
0.00
nla
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 37 lb FT = 20%
LUMBER- BRACING- .
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 rMiTek recommends that Stabilizers and required cross bracing -- - +'
ibe installed during truss erection, in accordance with Stabilizer !
Installation guide.
REACTIONS. (lb/size) 4=142/8-10-3 (min. 0-1-8), 1=211/8-10-3 (min. 0-1-8), 5=604/8-10-3 (min. 0-1-8)
Max Horz 1=266(LC 10)
Max Uplift4=-74(LC 10), 5=-317(LC 10)
Max Grav4=148(LC 15), 1=211(LC 1), 5=628(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-3921149, 6-7=-377/183, 2-7=-376/189
WEBS 2-5=-518/631
NOTES
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -0-6-3 to 2-5-13, Intedor(1) 2-5-13 to 3-11-5, Exterior(2) 3-11-5 to
B-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. ,-
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=317.
LOAD CASE(S) Standard