HomeMy WebLinkAboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES, INC.
S C)UTH E RN
RANDY@SOUTHERNTRUSS.COM
TRUSS
2590 N. KINGS HIGHWAY / FORT PIERCE, FL 34951
(800) 232-0509 / (772) 464 4160 / (772) 318-0016 Fax:
C O M PiwN 1 E S
Project Name and Address: Oakland
Lake Occupancy: X Single -Family
-.Lot: . . A;� Block:
County: Saint Lucie -Multi-Family
Commercial
Truss Company: Southern Truss Companies,ing FILE
Truss Engineering Program: MltekEngineerin� 1 �/ SCANNED
®�
Plates By: Mitek Plates
i BY
Contractor / Builder. Ryan Homes
St. Lucie County
Model: 1833
Elevation: A Options: Lanai
STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance
with Florida Building Code FBC2017.. The truss system has been designed to provide adequate resitance to wind load and forces as required by
the following provision:
ROOF FLOOR
Top chord live load: 20 P.S.F_ Top chord live load: — P.S.F.
Design criteria ASCE 7-10: MPH Top chord dead load_7_P.S.F. Top chord dead load — P.S.F.
Engineer; Brian M Bleakly
Bottom chord live toad * P.S.F. Bottom chord live load: — P.S.F.
Address: 2590 N. Kings Highway
Bottom chord dead load: 10 P.S.F. Bottom chord dead load — P.S.F.
Fort Pierce, FL. 34951
Duration factor. 1.25 Duration factor. —
Mean height 15'
Exposure:C
• .
*10.0 P.S.F. bottom chord live load nonooncmrent with any other live loads.
This is an index sheet submitted in accordance with the Department of Professional Engineering.
Tallahassee, FL. En ' eerina sheets are photocopies of the original design and approved by me.
No.
Truss ID.
No.
Thus ID.
1 No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
1
Al
21
C74
41
61
81
96
2
AIOD
22
C16
42
62
82
97
•: 3
A11130
23
cm
43
63
83
98
4
A2
24
D3G
44
64
84
99
5
A3A
25
12
45
65
85
100
6
A3D
26
1 12A
46
1
66
86
1
101
7
A4A
27
14
47
67
1
87
102
8
A4D
28
16
48
68
88
103
9
A5A
29
18
'49
69
89
104
10
ASD.
30
V12
50
70
90
105
11
A6A
31
V16
51
71
91
106
12
A61)
32
V19
52
72
92
107
13
A7A
33
V4
53
1
73
93
1
108
14
A7D
34
V8
54
74
1
94
1109
15
A8
35
55
75
95
1110
16 A9G 36
56 76
17 C1 37
57 77 I
18 1 C2 38
58 78
19 C3G 39
59 79 ^' •"
20 C12 1 40
60 80 ;t
As witness by my seal, I hearty certify that the above information -
is true and correct to the best of my knowledge and belief.
Name: Brian M: Bleakly Lic. #76051
Job
InIss
russ I ype
y
1833-0A-LAN
At
COMMON 3
1
Jab Reference a 8onel
7xl
R
rtun:
3x5 = 3,6 = 3x5 = 3x6 = 3x5 = 5x9 //
3x5 =
5116 in
to
Plate Offsets (X,Y)_ fl:0-1-12,0-0.121
r2:0.3-0 0-1-121
(9:04)-0
0.1-141
111:0.512
0.1-01
LOADING(psf)
SPACING- 24)-0
CSI.
DEFL.
In (loc)
I/de0
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.58
Vert(LL)
-0.24 14-15
>999
240
MT20
2441190
,TCDL 7.0
Lumber DOL 1.25
BC
0.96
Vert(CT)
-0.5514-15
>971
180
BCLL 0.0
Rep Stress Inv YES
WB
0.89
Horz(CT)
0.16 11
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
MatrixS
Weight 251 lb
FT=20%
LUMBER-
- TOP CHORD 2x4 SP M 31 'Except'
Tt: 2x4 SP No.2
SOT CHORD 2x4 SP No.2 *Except'
B1: 2x4 SP M 31
WEBS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc pudins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 8-11
2 Rows at 1/3 pts 2-18
REACTIONS. (size) 18=0-8-0 (min. 0.1-8), 11=0-8-0 (min. 0.2-1)
Max Horz 18=193(LC 9)
Max Upliftl8=565(LC 6), 11=605(LC 9)
Max Grevl8=1633(LC 1), 11=1735(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3073/1081, 3-0=2939/1102, 4-5=24771924, 5-6=2471/918, 6-7=-2853/1072.
74=298611052, 8-9=759/323, 9-10=620/157
BOT CHORD 17-1 8=1091/2864,16-17=-828/2492, 15-16=82812492, 14-15=-457/1856,
13-14=fi44/2471, 12-13=644/2471, 11-12=868/2768, 10-11=1881630
WEBS 2-17=211Y286, 4-17=185/477, 4.15=-6431462, 5-15=359/827, 5-14=-3521814,
6-14=-618/459, 6-12=158/399, 2-18=3190/1046, 9-11=d24/364, 8-11=-2394f762
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat II; Exp C; End., GCp1=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
`4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjcint(s) except Qt=lb)18=565,
11=605.
LOAD CASE(S) Standard
Job
IMM
I ruse Type
y
1833-0A-LAN
A2
HIP
2
1
Job Reference o 8onal
eovmem i rues, FL viens. FL. saw,
5x5 =
5x5 =
Dead Load Deff. -114 in
8x8 = 5x5 = 3x4 = 4,6 = 3x4 = 3x4 = 4xe = 3,4 = 5x5 = 8x8 =
7-2-To
5
I
1-0
-6
44-0-0
448-0
7-2-5
6-74i I
7-2-fi
I
7-2-6
I
6--511
Plate Offsets (X,Y)- 111:Edge,0.6-01
111:0-1-12.D-0-01 (12:0-2-8,0-1-121 (19:0-2.8
0-1-121 120:0-1-12.0-0-01 (20:Edge D801
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
In Poo)
I/deft
L/d
PLATES
GRIP
TCLL 20,0
Plate Grip DOL 1.25
TC 1.00
Vert(LL)
-0.37 13-16
>999
240
MUD
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT)
-0.6213-15
>853
180
BCLL 0.0
Rep Stress Ina YES
WB 0.90
Horz(CT)
0.14 11
Na
We
BCDL 10.0
Code FBC2017frP12014
Matrix-5
Weight262lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing.
WEBS 1 Row at midpt 4-16, 7-15
REACTIONS. (size) 20=0-8-0 (min. 0-1-15), 11=0-8-0 (min. 0-1-15)
Mau Hor420=158(LC 9)
Max Uplift20=557(LC 8). 11=557(LC 9)
Max Grev20=1642(LC 1), 11=1642(LC 1)
FORCES. Pb) - Max. Comp./Max. Ten. - All forces 250 Ob) or less except when shown.
TOP CHORD 1-2=3202/1051, 2-3=2834/942, 3-0=2711/961, 4-5=2228/766, 5-6=1989f744,
6-7=2228/766, 7-8=2711/961, 8-9=2834/942, 9-10-320211051,1.20=1562/584,
10-11=1562/583
BOT CHORD 19-20=380/538, 18-19=104S12889,17-18=825/2556,16-17=-825/2556,
15-16= 473/1989,14-15=667/2556,13-14=667/2556, 12-13=890/2889, 11-12=234/538
WEBS 2-18=395/252, 4-18=711417, 4-16=-825/464, 5.16=163/581, 6-15=163/561,
7-15=-825/464, 7-13=-71/417, 9-13=395252,1-19=670/2358,10-12=-658/2358
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL= 4.2psh BCDL=5.Opsf, h=15ft; CaL I I; Exp C; End., GCpl=0.18:
MWFRS (envelope); 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 noncencument with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 20--557,
11=567.
LOAD CASE(S) Standard
Job
Imss
Was I ype
y
1833.DA.AN
AM
Hip 1
1
Job Reference o Oonal
Southern Truss, FL Pierce, FL, 34951
7x
5,5 =
8.00 P
Sx7 =
Dead Load Defl. -1141n
3,4 = 4e.= 3x8 = 3x4 = 4e = 3x4 = 5x4 =
e-7-12 194HI 25-&0 35-0-4 41-2-0 44-0-0
9-7_12 9-0-4a3_��
Plate Offsets (X,Y)— 11:Edge 0-341 11:0.1-12 0-0-12L 16:0-5-4,0.2.81
111.0-2-00-2-121
LOADING(psf)
SPACING- 2-0-0
CSI:
DEFL. In (loc) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) -0.22 12-14 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.87
Vert(CT) -OA912-14 >999 180
BCLL 0.0
Rep Stress Ina YES
WB O.69
Horz(CT) 0.12 11 n/a We
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight 2411b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except*
B1: 2x4 SP M 31 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (size) 11=0-8-0 (min. 0-1-13),18=D-8-0 (min. 0-1-8)
Max Horz 18=188(LC 8)
Max Upiittl1=-075(LC 9), 18=508(LC 8)
Max Grav11=1512(LC 1), 18=1512(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=644/247, 2-3=2750/895, 3-4=26851914, 4-5=2076I705, 5-6=1859/694,
6-7=1973/672, 7.8=1879/616, 8-9=1940/604, 1-18>391/210
BOT CHORD 17-18=1022/2602, 16-17=788/2308,15-16=788/1308,14-16=42411760,
13-14�511/1879,12-13=511H879, 11-12=-012/1279
WEBS 2-17=l90/268, 4-17=85/445, 4-15=625/399, tits=95/479, 6.15=-157/314,
6-14=93/365, 7-14=2261259, 7-12=3021170, 9-12=86/633, 2-18=2308f754,
9-11=19041623
Structural wood sheathing directly applied a 2-8-14 cc purlins, except
end verticals.
Rigid ceiling directly applied or 6-7-2 oc bracing.
1 Row at midpt 4.15, 6-15, 7-14, 2-18
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.OpsF, h=15ft, Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); 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 nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except rib)
18=508.
LOAD CASE(S) Standard
Job
rues
toss ype
y
1833-DA-LAN
A3D
SPECIAL
1
1
Jab Reference o tlonal
5x5 =
5.00 12
5x7 =
6
7
3x5 G
3xs G 5
2x4 4
At W
4x54
3
W3
4x5 2
1
6x7 II
21
20
19
18
3x5 =
4x6 =
3x8 =
3x5 =
3x5
8 3X6�
9
17 16
416 = 3x5 =
Dead Load Deli. = 3181n
4x5
10 rywr =
7xe =
1W8
13
la
15 74 415 = d
3x5= 7%ID II
3x8 =
4640178
&]-12 19-0e 2SBa 3545 6338 ] d
&T-12 84-1 68-p 9d5 83J 1d91J
Plate Offsets (X Y)— rl:054
Edge? 17:0-5-00-2-121
110.0.2-8 0-1-121 rl1.0,54 Edoel
113,0-Od Edael 113�0.1-6 Edpel
(14.0J-8 0-"1
115.0.2-0 0-1-81
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in Qoc)
Vdeff
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.87
Vert(LL)
0.33 15-16
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT)
-0.7116.18
>786
180
BCL'. 0.0
Rep Stress Incr YES
WB 0.61
Hort(CT)
0.19 13
n/a
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix-S
Weight26411b FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 31
BOT CHORD 2x4 SP M 31 'Except-
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Right 2x6 SP No.2
SLIDER Left 2x6 SP Na23-6-2
REACTIONS. (size) 1=048-0 (min. 0-1-8). 13=0-5-0 (min. 0-1-8)
Max Hom 1=152(LC 10)
Max Uplift1=560(LC 8). 13=581(LC 9)
Max Gravl=1727(LC 1), 13=1727(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid miring directly applied or 6-1-7 oc bracing.
WEBS 1 Row at midpt 5-19, 7-19, 8-18
FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=3444/1096, 2-3=3362/1114, 3-4=-3237/1023, 4-5=3193/1035, 5-6=2607/855,
6-7=23511827, 7-8=2664/868, 8-9=3627/1220, 9-10=374611209.10-11=567611904.
11-12=338Wl156, 12-13=3578/1196
BOT CHORD 1-21 =-1 063/3032, 20-21=1148/2804, 19.20-848/2804, 18-19=537/2408,
17-18=796/3044, 16-17=796/3044, 15-16=1188/3B48, 14.15=1604/5117,
1314=1038/3176
WEBS 3-21=1451250, 6.21=74/415, 579=639/405, 6-19=166/648, 7-19=297/152,
7-18=249f734, 8.18=873/491, 8-16=216f742, 10-16=�626/402, 10.15=551/1604,
11-15=7441401, 11-14=2294/660, 12-14=-473/1475
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCD1.=42psf BCDL=S.Ops ,, h=1511; Cat II; Exp C; End., GCpF0.18;
MWFRS (envelope); cantilever left and right exposed ; 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 psr bottom chord live load nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except (jt=ib)1=560.
13=581.
LOAD CASE(S) Standard
Job
mss
Inuss lype
1833-DA-LAN
MA
HIP
i
1
Job Reference (optional)
. ..__.. _.._. �.. _�, ..yi o avan mla mu eXireusmes, Ina er Yee lu9:ZU.ba Z019 Pagel
ID:ny4lmnjpmNjBmTQZIUj wcynljv-dJSK2H_ZmDOD11Q1ud3XTzJasjgaklz63dQbFzpZSr
D 0 5-10-fi 1 11-2-10 17-M I 22-4-0 I 27-8-0 33-SS 3M' 41-2-0 44-0-0
u-0-0 M S-4 5-9-5 5-4 5-0-0 5-95 13 i 2-0-5 F 2-10-0
5x7 =
5.00 12
2X4 II 5x7 =
Dead Load Defl. =1A in
3x4 = 3x6 = 3x8 = 3x4 = 3xfi = 3x4 = 5X4 =
3x4 =
8-8-0 i 17-0-0 i 22-0-0 1 27-8-0 1 35-11.15 412-0 44-0-0
uh-0 8-0-0 8-4-0 5-4-0 5-0-0 B-3-15 I 5-2-1 2-10-0
Plate Offsets (X.Y)—
f1:0.44.0-OSI f6:0-5-40.2.81 f8:0-5-4
0-2.81 112:0-2-00-2-121
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL
in (loc)
Well
L/d
PLATES GRIP
TOLL 20.0
Plate Gdp DOL 125
TO 0.48
Vert(LL)
-0.18 17-19
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.95
Vert(CT)
-0.4017-19
>999
180
BCLL 0.0
Rep Stress Ina YES
WB 0.68
Hom(CT)
0.14 12
n/a
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix-S
Weight 249 It, FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2'Excepe TOP CHORD
T1: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3 WEBS
SLIDER Left 2X6 SP No.23-0-9
REACTIONS. (size) 1=048-0 (min. 0-1-13), 12=9b0 (min. 0-1-13)
Max Horz 1=198(LC 8)
Max Uplift1�493(LC 8), 12= 4156(1.0 9)
Max Grav1=1518(LC 1), 12=1518(LC 1)
FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=2966/951. 2-0=2892/961, 34=2794/888, 4-5=2755/898, 5-6=22541793,
6-7=20681606, 7-8=2068/806, 8-9=20541730, 9-10=18391575
BOT CHORD 1-19=976/2597, 18-19=80412443,17-18=-80412443, 16-17=564/2027, 15-16=50311838,
14-15=549I1850, 13-14=549/1850, 12-13=336/1084
WEBS 6.19=541343, 5-17=-571/364, 6-17=168/533, 6-16=86I253, 7-16=32112A1,
8-16=179/514, 8-15=55/282, 9-13=4481218,10-13=1661790, 10-12=18011564
Structural wood sheathing directly applied or 3-0-4 oc put ins, except
end verticals.
Rigid ceiling directly applied or 2.2-0 oc bracing.
1 Row at nddpt 6-16
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Dpsf; h=15$ Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chard live load noncencurrenl with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoings) except (jt=lb)1=493,
12=456.
LOAD CASE(S) Standard
t
Job
Imss
Iruss lype
Iliy
IM-DA-LAN
A40
SPECW.
1
1
Job Reference o tional
0
45 =
5.00 12 5x7 = 2x4 II 5x7 =
F 7
3x5 = 4x6 = 3x5 = 31B = 3x5 = 4x6 = 3x5 =
oaa
Dead Load Deft. =114 in
3
Ia
6xa= 4x5=
6x10 //
Plate Offsets CC,Y)- r1:0-1-6
Edgel 11:0-3-2.0-3-01
16:0-5-4
0-2.81 18:0-53.0-2-81
114:0-3-8 Edgel
r14:G-0.11 D-1-101 115:04-0 0-1-81
LOADING(psf)
SPACING-
24)-0
CSI.
DEFL.
in (loc)
Vdefl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.51
Vert(LL)
0.28 19
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.53 20-22
>999
180
BCLL 0.0
Rep Stress Ina
YES
WB 0.92
Horz(CT)
0.18 14
n1a
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix-S
Weight 277 lb FT=20%
LUMBER- BRACING -
TOE' CHORD 2x4 SP No.2'Exmpt' TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc pudins.
T4: 2x4 SP M 31 BOT CHORD Rigid calling directly applied or 6-3-12 oc bracing.
BOT CHORD 2x4 SP M 31 'Except` WEBS 1 Row at midpt 9.18
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 3-0-9
REACTIONS. (size) 1=0A-0 (min. 0-1-8), 14=D-8-0 (min. 0-1-8)
Max Horz1=137(LC 9)
Max Uplift1=-545(LC 8). 14=-591(LC 9)
Max Grav1=1713(LC 1), 14=1814(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=3701/1165, 2-3=3645/1179, 3-0=3467/1050, 45=3407/1060; 5-6=2768/948,
6-7=-2650/978, 7-8=2650/978, 8-9=2797/948, 9-10=348811060, 10-11=2700/856,
11-12=2883/879
BOT CHORD 1-22=114013340, 21-22=-88112981, 20-21=881/2981, 19-20=637/2503,
18-19=640/2518,17-18=856/3166, 16-17=856/3166, 15.16=1092/3612
WEBS 3-22-254/263, 5-22=-84/455, 5-20---6521391, 6-20=190/565, 6-19=143/429,
7-19- 317238, 8-19=1331411„8-18=1631565, 9.18=797/434, 9-16=0/409,
10-16=-4711286, 1D-15=16961610, 11-15=306/1064, 12-14=1651I554, 12-15=6592420
NOTES.
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIY-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except QI=Ib)1=545.
14=591.
LOAD CASE(S) Standard
1
O
mas
rus5 ypa
y
1933-DX AN
A5A
HIP 1
f
Job Reference (optional)
oaumem , ruu, rc na,w, ram., .r.=�,
5.00 12 5x7 = 2x4 II Sa7 =
2x4 11 3x6 = 3x8 = 5x5 = 3x8 =
3A =
Dead Load Dell. = 3116 in
M, D(4{0 7-7-12 I 15-0-0 22-0-0 I 29-8-0 I 37-Od 41-2-0 I 44-0-0 I
7-3-12 7-4-4 7-0-0 7-40 711 4-1-12 2-70-0
Onsets O(Y)— 11:0-5-0 Edgel. 15:0-5-4 0.2-121, f7:0-54 0.2$ 112:0.2-8 0-3-01
Plate
LOAOING(psf)
SPACING- 2-0-0
CSL
DEFL
in Qoc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL)
0.19 13-15
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.79
Vert(CT)
-0.3613-15
>999
180
BCLL 0.0
Rep Stress Inv YES
WB 0.67
Hom(CT)
0.13 10
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
MatrixS
Weight 234 lb FT= 20%
LUMBER- BRACING-
. TOP CHORD 2x4 SP M 31 -Except` TOP CHORD Structural wood sheathing directly applied, except end verticals.
T3,T4: 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 6-2-12 oc bracing. ,
BOT CHORD 2x4 SP No.2 WEBS 1 Raw at midpt 3-15
WEBS 2x4 SP Nm3
SLIDER Left 2x6 SP No.23-11-2
REACTIONS. (size) 1=0-8-0 (min. 0-1-13), 10=0-8-0 (min. 0.1-13)
Max Hom1=183(LC 8)
Max Uplih1=474(LC 8), 10=476(LC 4)
Max Grav1=1518(LC 1), 10=1518(LC 1)
FORCES. (Ib) - Max. CompJMax Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1.2=3012A15, 2,9=29231936, 3-0=2440/845, 4-5=-24251669, 5-6=2353/939,
f.7=2353/939, 7-8=21341767, 8-9=1736/565, 9-10=1488/485
BOT CHORD 1-16=-889/2646, 15-16=889f2646, 14.15=-675/2191, 13-14=6752191,12-13=-576/1895,
11.12=-497/1582
WEBS 3-16=0/310, 3-15=-529/363, 5.15=88/456, 5.13=132/395, 6-13=-442/334,
7-13=2617729, 8-12=941465, 8-11=6521311, 9-11=55011749
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.OpsF h=15f; Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); 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 nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of wfthstanding 100 lb uplift at joint(s) except (p=1b)1=474,
10-476.
LOAD CASE(S) Standard
Job
Truss
Innis lype Elty
Fly
18334DA-LAN
A50
SPECIAL 1
1
Job Reference (pp0one0
5.00 12 Sx7 = 2x4 II
4 5
5x7 =
Dead Load Defl. - 5116 in
11
I$
7x10 II 2x4 II Sx6 = 3xB = 3x5 = 3x5 = 4x5 =
4x6 = 5x8 = 6x10 //
M-1
p4a
Plate Offsets (X,Y)- f1:0-0-4.Edpe1.
11:0-1.6.Edge] f4:0--4
0-2-121 16:0-5-4 0-2-81
t8:0.5-0 0-2-81
112:0-3-8 Ednel
1120-0-11 0-1-101
113.0-4-0.0.1.81 f18:0.3-0,0-3-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
1n poc)
Wall
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.98
Vert(LL)
0.31 17
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
SC 0.95
VerhCT)
-0.5914-16
>936
180
BCLL 0.0
Rep Stress Ina YES
NB 0.91
Horz(CT)
0.15 12
n/a
n1a
BCDL 10.0
Code FBC2017/fP12014
Matrix-S
Weight 262 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except'
T2,T1: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
WEDGE
Left: 2x6 SP No.2
REACTIONS. (size) 12=0-8-0 (min. 0-1-8), 1=048-0 (min. 0-1.8)
Max Horz 1=122(LC 6)
Max Uplift12=-593(LC 6), 1=524(LC 8)
Max Gmvl2=1814(LC 1), 1=1713(LC 1)
BRACING -
TOP CHORD Structural wood sheathing direcny applied.
BOT CHORD Rigid wiling directly applied or 7-8-1 oc bracing.
WEBS 1Row at midpt 2-18
FORCES. (Ib) - Max. CompdMax. Ten. - All forces 250 (1b) or less except when shown.
TOP CHORD 1-2=3725/1160, 2-0=2986/1016, 3-0=2896/1039, 4-5= 3006/1149, 5-6=3006/1149,
6-7=297511052, 7-8=3861/1247, 8-9=2894/943, 9-10=3140/978, 10-11=-464/153
BOT CHORD 1-19=102713361,18-19=-102713361,17-18=759)2682, 16-17=759/2709,
15.16=92413089, 14.15=-02413089, 13.14=-1006/3529, 12.13=1621465, 11-12=162/465
WEBS 2-19=0/346, 2-18=764/451, 4-18=109/523, 4-17=-2041607, 5-17=-452/340,
6-17=201/570, B-18=166/S79, 7-16=542/367, 7.14=228/622, 8-14=159266,
8.13=-1574/395, 9-13=284/1027, 10.12=1590/600,10.13=73112389
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.Opsh h=151t: Cat 11; Exp C; Encl., GCpl=0.18;
MWFR9 (envelope); cantilever left and right exposed; 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 five load nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at--lb)12=593,
1=524.
LOAD CASE(S) Standard
ei
Job
Tmss
I Ma6 I ype
Ply
1833-13A4AN
ABA
juty
HIP 1
1
Jab Reference o tional
O
18
8,8 =
5x5
3x4 = 316 = 3x4 = 5x5 =
Dead Load Dell. = 6116 in
17 is 1b 14 13 12 11 10
5x5 = 3xB = 4x6 = 314 = 4x6 = 31B _ SX5 _ BX8 _
LOADING(psi I SPACING- 24)-0 CSL DEFL in Qoc) l/deil L/d
. TCLL 20.0 Plate Grip DOL 125 TC 0.75 Vert(LL) 0.32 14 >999 240
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) ! a59 14-16 >901 180
BCU 0.0 Rep Stress Ina YES WB 0.93 Horz(CT) 0.15 10 rda n/a
BCDL 1D.0 Code FBC2017[rP12014 Matrix-S
LUMBER- BRACING.
TOR CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2'Except'
B2: 2x4 SP M 31 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (size) 18=0.8-0 (min. 0-1-15), 10=Mechanical
Max Horz 18=97(LC 8)
Max Upiiftl8=523(LC 5),1 D=.523(LC 4)
Max Grav18=1642(LC 1), 10=1642(LC 1)
FORCES. (lb) - Max Comp./Max Ten. - Al forces 250 (lb) or less except when shown.
TOP CHORD 1-2=3202/1057, 2-3=2870/1040, 3-4=2601/1001, 4-5=J703/1191, 5-6=-3103/1191,
6-7>2601/1001, 7-8=2870/1040, 8-9=3202/1057, 9-10=1566/546, 1-18=15661546
BOT CHORD 17-16=Q59/469, 16-17=924/2897, 15-16=102713048, 14-15=-102713048,
13-14=1026/3048, 12-13=1026/3048, 11-12>9212897, 10-11=169/469
WEBS 2-16=-367/298, 3-16=2071771, 4-16=754/317, 6-12=754/317, 7.12=-207!/71,
8-12�367/298, 9.11=7762436, 1-17=7762435
PLATES GRIP
MT20 2441190
Weight 2441b FT = 20%
Structural wood sheathing directly applied or 2-2-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 5.9.10 oc bracing.
1 Row at midpt 4-16, 6.12
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=S.OpsF, h=15ft; Cat. II; Exp C; Encl., GCpl=0.18;
MWFRS (envelope); 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 nonconcunent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) except Qt=1b)18=523
10=523.
LOAD CASE(S) Standard
Job
IMSS
Inuss Iype
y
1833-DA4AN
A60
SPECIAL
1
1
Jab Reference o bnel
••m••.�•��.••-•-^_-•• n uan sulernM a2Jaa UC[91And Mu eKlneuaOlaa, InC Pnheb 10e:21D02019 Pagel
ID74imnjpmNjBmTDZIUjjwcynljv-W WYyAPKVdJSielgGjh7iJ7u7T46WYcYlhbekl2pcSn
749 14-00 2084 T6d12 3241-0 57-8 9-7 43442 4. 1,
7-6-8 FS7 G-3.4 8-1-1 G3-0 S7-B 1 W-0 2 4-3-14 -
Sx7 =
2X4 II 3X6 = US = 5x7 =
Dead Load Den. = 51161n
416 = 20 19 •` 17 16 " 14 13 5x8 =
7X10 II 2X4 II 3x5 = 4X6 = 3x8 = 3x5 = 3x5 = 3X8 = 4X6 =
4X6 =
s,7 I es4 I si12 I wi I '1ia I 7 dW
Plate Offsets fX Yj-- 11.0-0-4
Edpe7 r1:0-D-14 Edoel
13:0-5-0 0-2-81 p-0-5-0
0.2-121
1170-3-2 0-3-01
112 1 3-3 Edoel
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL
in (loc)
Ydefl
Ud
PLATEB
GRIP
TCLL 20.0
Plate Grip DOL 1.26
TC
0.90
Vert(LL)
0.41 16-17
>999
240
MT20
244/180
TCDL 7.0
Lumber DOL 1.25
BC
0.99
Vert(C)
-0.7016-17
>812
1B0
BCLL 0.0
Rep Stress Ina YES
WB
0.70
Hom(CT)
0.22 12
WE
We
BCDL 10.0
Code FBC20171TP12014
Matrix-S
Weight2641b
FT=20Y
LUMBER -
TOP CHORD 2x4 SP No.2'Except'
T1: 2x4 SP M 31
BOT CHORD 2x4 SP M 31 *Except*
B2: 2x4 SP No.2
WEBS 2X4 SP No.3
WEDGE
Left: 2x6 SP No.2
SLIDER Right 2x6 SP No.2 2-3-1
REACTIONS. (size) 12=0-8-0 (min. 0-1-8),1=0-8-0 (min. 0-1-8)
Max Harz 1=107(LC 9)
Max Upliftl2=,554(LC 5), 1=-556(LC 5)
Max Gmv12-1751(LC 1), 1=1751(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing.
WEBS 1 Row at midpt 6.17
FORCES. (ib) - Max CompJMax. Ten. -All fares 250 (lb) or less except when shown.
TOP CHORD 1-2=3843/1261, 2.3=3239A 172, 3-4=3476/1350, 4-5=3476/1350, 5-6=3476/1350,
6-7=3528/1368, 7-8=3383/1227, 8-9=3395/1169, 9.10=3645/1224, 10-11=-3748/1274,
11-12=3803/1267
BOT CHORD 1-20=-109413470,19-20=109413470,18-19=90512928,17-18=90512928,
16-17=1157/3528, 15-16=9510086,14-15=959/3086,13.14=118813746,
12-13=1113/3416
WEBS 2-20=0/301, 2-19=620/377, 3-19=102/442, 3-17=320/875, 4-17=352/264,
6-16�396/247, 7-16=272f757, 7-14=141/554, 8-14=7901386, 8-13=1100/461,
9-13=399/1238
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.DpsF h=15it; Cat 11; Fxp C; End., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed ; 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 noncencunent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=1b)12=554,
1=556.
LOAD CASE(S) Standard
it ,
a-
Job
Truss
nu ype
y
183 ])A -LAN
AMA
HIP 1
1
.lob Reference o 0onal
Dead Load Deli. = 51161n
Sxe.=. 2z411 3x6 = Us = _
bx5
5.00 12 4 5
tv 6 7 8
LJ
6x6 II 19 18 17 16 15 14 13 12 6x6 It
2x4 II 3x4 = 4s = 3x8 = 20 II 5x6 NB= Us = 2x4 II
&7-12 111 1&7-4 26-0-12 333-0 39-0-4 44-D-0 443,0
I &7-12 Sd-d I t I zrs I v�
Plate Offsets O(Y)-- f1:0-2-8
0-0-51 f4:0-5-12 0-2-81
N 1:0-4-4 0-0-61 f16.0.2-8
0-1-81
LOAOING(psf)
SPACING- 2-0-0
CSI.
DEFL
in Poo)
Vdefl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.62
Vert(LL)
0.38 15-16
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.92
Vert(CT)
-0.66 15-16
>814
180
BCLL 0.0
Rep Stress Ina YES
WB
0.68
Horz(CT)
0.23 11
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Weight 243 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 3-0-7, Right 2x6 SP No.2 3-0-7
REACTIONS. (size) 1=0-8-0 (min. 0-1-15), 11=0-&O (min. 0.1.15)
Max Horz1=-92(LC 9)
Max Uplig1=551(LC 5), 11-551(LC 4)
Man: Gmvl=1653(LC 1). 11=1653(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc pudins.
BOT CHORD Rigid caling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at micipt 7-16.7-13
FORCES. Pb) - Max. CompJMax Ten. - All forces 250 Pb) or less except when shown.
TOP CHORD 1-2-3284/1117, 2-3=3211/1127, 3-4=-3019/1137, 45=3625/1455, 5-6=3625/1455,
6-7=3625/1455, 7-8=2783/1094, &9=-3020/1137, 9-10=3210/1'127, 10-11=-3283H 117
BOT CHORD 1-19=949/2880,18-19=949/2880, 17-18=905I2765, 16-17=9OM765,
15-16=1272/3622, 14-15=1272/3622,13-14=127213622,12-13=94MB79,
11-12=-946r2879
WEBS 4-18=341312, 4-16=-447/1139, 5-16�1271323, 7.15=0/301, 7-13=11191441,
8-13>206/775
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.Opst h=15ft; Cat II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); cantilever left and dght exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) except (t=1b)1=551,
11=551.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
y
1833-DA- AN
AM
SPECIAL
1
1
Job Reference (optional)
t
a.njpm j8mTOZIUkmc wu<jBLOILOuemuusmes, mc. rn rea rva:n:m zma ra e]
ID:ny4imnjpmNjemTCIZIUjiwcynljv-7j6LOIL701rIKocIpRCEIXgSEtSBF QiGLKBGTzp Sm
&S2 t2-0-0 1PT1 2]Al2 34ae 363-0 T-] 42514 41+0
6S2 Sbtd ]dA ]-SE ]rid 1-Td ide 41ab 4-1M12
5.00 FIT
Sx8 = Sx5 =
2x4 II 3x6 = US = Sx5 =
4 5 7 a 5x5-
Dead Load Defl. - 3/81n
5x6 = 21 20 79 18 17 1s 15 14 5x8 =
4x6 = 2x4 11 US = 46 = US = 2x4 11 US = US = 416 =
US MT20HS=
7-0-0 632 I 12-0a t&Td 2]412 91-9.0 9)-T41 a]4)O 4]A-0
I-0� SS2 ssu I T-Ti I T6d I 7-TJ I at14 I sId
Plate Offsets (X Y)— r1:032.0-3-01
11:0-0.14 Edael
r4:0-5-12 0-2-87 113.0.3-2
0-3-01 113:1-3-3 Edoel 118:0-2-12 0-1-81
LOADING(psi)
SPACING- 2-0-0
CSI.
DEFL,
in (loc)
gde8
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.75
Vert(LL)
0.45 17-18
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC
0.87
Vert(CT)
-0.75 17-18
>755
180
MT20HS
1871143
BCU 0.0
Rep Stress Inv YES
WB
0.73
Horz(CT)
0.23 13
n1a
rda
BCDL 10.0
Code FBC20171TP12014
Matrix-S
Weight 265 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2,T3:2x4 SP M 31
BOT CHORD 2x4 SP M 31 'Except'
B1: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 3-0-10, Right 2x6 SP No.2 2-6-6
REACTIONS. (size) 1=0-0-0 (min.0-2-1),13=D48-0 (min. D-1-8)
Max Horz 1=92(LC 10)
Max UpliR1=583(LC 5), 13=579(LC 5)
Max Gmvl=1751(LC 1), 13=1751(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc pur ins.
BOT CHORD Rigid calling directly applied or 5-6-1 oc bracing.
WEBS 1Row at midpt 7-18,7-15
FORCES. (lb) - Mm CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=3830/1302, 23=3773/1316, 3-0=-3400/1267, 45=403411605, 5-6=4034/1605,
6-7=-4034/1605, 7$=3328/1299, 8.9=3542/1359, 9-10=3254/1208, 10.11=3526/1263,
11-12=3738/1359, 12-13=3797/1351
BOT CHORD 1.21=1148/3465, 20-21=-1148/3455, 19-20=1023/3097, 18-19=102313097,
17.18=1451/4108, 16-17=1451/4108, 16-16=1451/4108, 14-15=114713468,
13.14-1188/3419
WEBS 3.20=415/291, 4-20=.621394, 4-18=-480/1238, 5.18=429/324, 7-17=0/313,
7-15-1071/408, 8-15=294A014, 9-15=-449/197, SA4=8321366, 10.14=32411037,
11.14-226/294
NOTES-
1) Unbalanced roof live Ioads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=S.DW, h=15f ; Cat II; Fxp C; Enci., GCpl=0.18;
MWFRS (envelope); cantilever 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 nonooncument with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100lb uplift atjoint(s) except Qt=1b)1=583,
13=579.
LOAD CASE(S) Standard
11
Job
Truss
Truss ype
y
1833-DA4AN
AS
HIP 1
1
Jab Reference o Oonal
"•^••••^• ••"•'^ • • - • ^-•-••• • -- •^•'-• �� ee moumes, ne rn reo 1 ou:n:m zum re e 1
ID:ny4lmnjpmNj8mTOZIUAwcynljv-7j6LOIL701rIKocIpRCEEXg9btYOFyIGLKBGTzp m
5-7-12 104ya U14 234-0 28-11-2 38-a0 01 4 46-0-9 4
67.12 M 6-&14 a]-2 a7-2 6a14 444 4.11.12
I
Dead Load Deg. = 3181n
5x7 = 6.00 12 2x4 II 3x8 = Us = 2x4 II 6x7 =
4 5, 6 7 B 9
i1011
.'
F>wq
ppppppp
SxB= 19 1817 18 1574 13 SxB=
4x5= Us = 44= 2x4 II 3x8= 3x5= 4x5=
3x8 = 4x6 =
d-0-0 u 4ea2-0 3s-11-2 s660 458-0 4640
1 ars Eau sae
Plate Offsets (X Y)— 11:0.3-2.0.301
11:0-1S Edgel 14:0.54
0-2-121
I9:0-54 0-2.121
I12.0.3.2 D-3-01
f12:1-3-11 Edgel 115.0.1.8 0.1.81
I17.0-3-0 D-1-81
LOADING(psi)
SPACING- 2-0.0
CSI.
DEFL.
in Qoc)
Vdefl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL)
0.60 16
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.47
Vert(CT)
-0.80 16-17
>692
180
BCLL 0.0
Rep Stress Ina YES
WB 0.72
Horz(CT)
0.20 12
nla
n/a
BCDL 10.0
Code FBC20177rP12014
MatrixS
Weight 242 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2 `Except
T2,T3: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 2-7-5, Right 2x6 SP No.2 2-7-5
REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 12=0-8-0 (min. 0-1-8)
Max Horz 1=76(LC 8)
Max Uplift1=589(LC 5), 12=589(LC 4)
Max Gravl =1 702(LC 1). 12=1702(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc pudlns.
BOT CHORD Rigid ceiling directly applied or 5-114 oc bracing.
FORCES. Qb) - Max CompJMax. Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 1-2=3669/1354, 2-3=361511370, 34=3430/1292,4-5=4323/1750, 5-6=4323/175D,
6-7=-4323H750, 7-8=432311750, 8-9=-4323/1750, 9-10=3430/1292, 10-11=361511370,
11-12=3669/1354
BOT CHORD 1-19=119813306,18-19=107113146, 17-18=107113146, 16.17=1745/4701,
15.16=1745/4701,14-15=106B/3146, 13.14=1068f3146, 12-13=1195/3306
WEBS 3-19=194274, 4-19=-29/374, 4.17=625/1471, 5-17=385I293, 6.17=522/176,
6-16=0282, 6-15=5=76, 8.15=-385293, 9-15=62511471, 9.13=30/374,
10.13=194/275
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Dpst; h=15f; Cat II; Exp C; End., GCpl=0.18;
MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load noncencerent with my other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt--lb)1=589,
12=569.
LOAD CASE(S) Standard
:y,
JOD
Inuss
Inuss lype
y
1833-DA-LAN
Asa
HIP 1
2
Jab Reference (optionap
...,.., . ,.......o..... ,, ,.,,,�,. . cow n, reu ,aa:u:w'.' rages
ID:ny4lmnjpmNj8mTOZIUgwcynl7v-x5E5oRMNw50ZfimPxsFiKylStgAHjtX7jfglKLzpZSk
4aa B-0-0 14-2-11 2039 26b7 32-5.6 38-0-0 42-1-10 46-00 4
466 3610 F2-10 6-a14 fi-D16 6.0-14 6-2-10 3510 3-10a
6.00 12
2
6x9 =
4 22
2z4 II
G1 33 34 z0 19 35
3x5 — 412 MT20HS=
418 =
4x8 =
5z6 = 2z4 II
4x4 = 6x9 =
9 31 32 10
18 36 37 38 17 39 16 15 40
2x4 II Us = 3x5 =
4x10 MT20HS=
41
14
3x5 =
Dead Load Deft. = 9116 in
/ 07 c 1
12 1'1�
3 1
Sze = a
4x6 =
Plate Offsets O(Y1-- 11:0-3-2,0-3-01
r1:0-0-14 Edge]
r4:034 0-4-01 110'0-340-0-07
113:0.3-2 0.3.01
113:1.3-3 Edges f 15:0.24 0.1-8]
(1T0.2-0 0.1-81 f20 0 3-0 0.2-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in (hoc)
Yde8
Ltd
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Verl(LL)
0.85 17-18
>647
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.70
Vert(CT)
-12017-18
>459
180
MT20HS
1871143
BCIjL 0.0
Rep Stress lnor NO
WB 0.82
Horz(CT)
0.25 13
nla
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Weight525Ib
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2'ExcepC / TOP CHORD Structural wood sheathing directly applied or 3313 oc pudins.
T2,T3: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.10-14 oc bracing.
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 2-0-1. Right 2x6 SP No.2 2-0-1
REACTIONS. (size) 1=0-8-0 (min. 0-1-8),13=030 (min. 0-1-8)
Max Horz 1=60(LC 11)
Max Uplift1=1531(LC 5), 13=1531(LC 4)
Max Gmvl=3348(LC 1), 13=3348(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7559/3553, 23=7505/35W, 3-0=7689/3660, 4-22=10895I5257,
22-23=10896/5257, 5-23=10897/5258, 5-24=10896/5256, 24-25=10896/5256,
7-28=12745/6132, 8-28=12745/6132, 8-29=12745/6132, 29-30=1274516132,
930=12745/6132, 9-31=10889/5256, 31.32=10888/5256, 10-32= 10887/5255,
10.11=7690/3661, 11-12=75D5/3557,12-13=7559/3552
BOT CHORD 1-21=3184/6814, 2133=3306f/136, 3334=3306f7l36, 20-34=-3306f7136,
19-20=-6011/12731,19.35--6011/12731,18.35=-6011/12731,18-36=-0011112731,
36.37=6011/12731, 3738=6011/12731,17-38-=-Soll/12731, 17.39=5134110888,
16-39=5134/10888, 15-16=5134/10888,15-40- 330417137, 40-01=3304f7137,
1441=330417137, 13-14=3182/6814
WEBS 3-21=-238/530, 4-21=0/479, 4.20=2080/4308, 5-20=738/630, 6-20=21231994,
6-18=0/519, 8-17=704/614, 9.17=999/2148, 9-15=1750/1104,10.15=2078/4298,
10.14=0/480, 11-14=239/532
NOTES-
1) 2-ply buss to be connected together with 10d (0.131°x2l') nails as follows:
Top chords connected as follows. 2x4 -1 row at D-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except If noted as from IF) 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=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=S.Dpst; h=15f ; CaL II; Exp C; End., GCp1=g.18;
MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 '
6) Provide adequate drainage to prevent water pending.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcumerd with any other live loads. -
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb, uplift atjoint(s) except M=lb)1=1531-
13=1531. 'r
Continued on page 2
Job
InIss
lives lype,
y
1833-0A-LAN
ABG
HIP
1
2
Job Reference o Clonal
Sou h= Truss. FL Pieme, FL, 34951 Run:8230 s OG212018 PmR 8.230 c OG 27 2078 MTek Intlustrles, Inc. Fn Feb 1 0921:03 Me Page 2
D:ny4imnjpmN)BmTQMUjjwrynljv-x5ESoRMNw50Z6mPzsFKylStgAH)tX7jrgln zpZSk
NOTES-
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 It, down and 281 It, up at 8.0-0, 1071b down and 160 lb up at 10-0-12,
107Ib down and 1501b up at 12-0.12, 107 fib down and 1501b up at 14-0-12, 107 lb down and 150 lb up at 16.0-12, 107lb down and 1501b up al 18-0-12,107 Ib down and 150
Ib up at 2D-0-12, 107 tb down and 150 lb up at 22-0-12,1071b down and 1501b up at 23A-0, 1071b down and 150 Ib up at 24-7-4, 1071b down and 150 Ib up at 26.74, 1071b
down and 1501b up at 28-74,1071b down and 1501b up at 30-7-0, 1071b down and 150Ib up at 32-7-4, 1071b down and 150 Ib up at 34-7-0, and 107 Ib down and l501b up at
36-74, and 222lb down and 281 lb up at 38-8-0 on top chord, and 2681b dawn and 117 Ib up at 8-0-0, 80 Ib down at 10-0.12, 801b down at 12-0-12, 80Ib dawn at 14-0-12, 80
Ib down at 16-0-12, 8016 down at 18-0.12, 80 Ib down at 20.0.12, 801b down at 22-0-12, 801b down at 23-4-0, 80 Ib down at 24-7-4, 801b down at 26.7-4, 80 Ib down at
28-74. 80 lb down at 30-7-4, 80 Ib down at 32-7-4, 80 lb down at 34-74, and 80 lb down at 36-7-4, and 268 lb down and 1171b up at 38-7-4 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=1.25, Plate Increase=1.25
Uniform Loads (pit)
Vert: 14=54, 4-10=54, 10-13=54, 1-13=20
Concentrated Loads Qb)
Verb 4=175(F)10>175(17)19=54(F) 21=-268(F) 20=54(F) 5=107(F) 6=107(F)18=54(F) 8=107(F)17=54(F) 9=107(F)16= 54(F)14=268(F)16=-54(F) 22=107(F)
23=107(F) 24=107(F) 25=107(F) 26=107(1`) 27=107(F) 28=107(F) 29=107(F) 30=107(F) 31=107(F) 32=-107(F) 33=54(F) 34=54(F) 35=54(F) 36=-54(F) 37=54(F)
38=64(1`) 39=54(F) 40=-54(F) 41=54(F)
Job
Truss
Truss Type
y
1833ZM AN
A1aD
HIP 1
1
Job Reference o tional
scarnem IMM, I-L Pierce. PL., as l
Dead Load Dell. - 71161n
5.00 12 Sx8 = 2x4 II Us =, Us = 2x4 II `�
4 5 , 6 7 Ra 9
zz
1v
5x8= 19 18 17 16 15 t4 13 5x8=
4x6 = Us = 4x6 = 2x4 11 3x9 = 3x5 = 4x6 =
Us = 4x6 =
_ 4a69
P-0o 1a80 1 9-DO I n-z -0V7'1V4 b1 7414 i 9-0-e
ot-
Plate Offsets 04Y)— rl:D32
0-3-01 11:0-0.14 Edoel.
14:0.5.12,0.2.81,
I9:D-5.12.D.2-81 112:0.3.2,03-01 112:1-3.3.Edge1 115:D-2-0 D-1.81
it7:038 0-1-81
LOADING(psf)
SPACING- 24)-0
CSI.
DEFL
In goc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.52
Vert(LL)
0.55 16
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC
0.50
Vert(CT)
-0.8916-17
>642
180
BCLL 0.0
Rep Stress Inv YES
WB
0.83
Hom(CT)
0.22 12
n/a
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix-S
Weight 247 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2 •ExcepH
T2,T3: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 2-75, Right 2x6 SP No.2 2-7-5
REACTIONS. (size) 1=030 (min. 0-1.8),12=0-8-0 (min. 0-1-8)
Max Hum 1=76(LC 9)
Max Upliftl=-610(LC 5), 12=610(LC 4)
Max Gmvt=1751(LC 1), 12=1751(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2315 oc puriins. ..
BOT CHORD Rigid ce8ing directly applied or 5-9-0 oc bracing.
FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=3788/1403, 2-3=373411419, 3-4=3555/1344, 45�4564/1851, 5-6=4564/1851,
6-7=4564/1851, 7-8=-456411851, 8-9=456411851, 9-10=355511344, 10-11=-3734/1419,
11.12=378811403
BOT CHORD 1-19=124313414,18-19=111913262,17-18=11 IIM3262,16-17=186114979,
15-16=-186114979, 14-15=1116/3262, 13-14=1116/3262, 12-13=1240/3414
WEBS 3-19=185/272, 4-19=281375, 4-17=678/1599, 5-17=405/308, 6-17=560/192,
6-16=0/293, 6-15=5601192, 8-15=405/308, 9-15=-678/1599, 9-13=28I375,
10-13=185/272
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vutl=i60mph (3second.gust) Vesd=124mph; TCDL=4.2pe ,, BCDL=5.0psk. h=151t; CaL II; Exp C; End., GCpl=0.18;
MWFRS (envelope); cantilever left and right exposed ; 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 nonconcunent with any other live loads.
5) Provide mechanical connection (by other:) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (It=lb)1=610.
12=610.
LOAD CASE(S) Standard
Job
Truss
Waalype
1833DA4.AN
A11DG
HIP
i
2 Job Reference (OPt oval)
aaunem ,rasa, rcra,w,ru...�,oa, , rnnce.cou ava<immcon ex in....,roc. rn ree rua:n:w <mn rager
ID:ny4imnjpmNj8mTQZIUjjwcynljv-tULrD7OdRWLkoQwo2GHAPNmSUdBmQIBzJPPEzpZSI
d-a6 8b0 _ 4-6-6 SS70 1645514 I 27-21 4SPS0.740 AbS0 1 471-0
4 6-0-2 45&0.U0
5.00 12 6x9
22 23
4x4 =
5 1n
4x4 = 6x6 = 2x4 II
414 =
Dead Load Defl. = 518 in
Ji
0
Sx8 = 21 36 37 20 4@ 39 4018 41 42 43 t7 44 45 16 15 46 47 4B 14 5xs =
4x6 = 3x5 = 4x10 MT20HS= 3x5 = Us = 317 = 3x5 - 4x6
3x7 = 4x10 MT20HS=
Plate Offsets (X,Y)- 11:032,03-01.
11:0-0-14,Edgel
f4:0.3-4,04-01 110:&3-4,Q+
7, 113:0-3-2 &3-07
113:1-3-3,Edoel 115:0.3-0,0-1.81
120:030.0.1-81
LOADING(psf)
SPACING- 2-0-0
C51.
DEFL
in poc)
Udell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL)
0.92 17-18
>618
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
SC 0.71
Vert(CT)
-1.29 17-18
>440
180
MT20HS
1871143
But. 0.0
Rep Stress Ina NO
WB 0.86
Horz(CT)
0.26 13
n1a
We
BCDL 10.0
Code FBC2017[rP12014
Matrix-S
Weight 5391b
FT=20%
LUMBER-
TGP CHORD 2x4 SP No.2 *Except'
T2: 2x6 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 2-0-1, Right 2x6 SP No.2 2-0-1
REACTIONS. (a'=) 1=0-6-0 (min. 0.1-8),13=0-8-0 (min. 0-1-8)
Max Horz1=60(LC 9)
Max Uplift1=1650(LC 5), 13=1553(LC 4)
Max Gmvl=3395(LC 1), 13=3401(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc pudins.
BOTCHORD Rigid ceiling directly applied a6-10-0 oc bracing.
FORCES. (lb) - Max. Comp./Max Ten. - Al forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=7669/3596, 23=7615/3601, 3-4=781013709, 4-22=11219/5400,
22-23=1122015401, 23-24=11221/5401, 6-24=11222/5402, 5-25=13083/6275,
25-26=1308316275, 26-27=13083/6275, 6-27=1308316275, 6-28=13092/6276,
7-28=13092I6276, 7-29=13092/6276, &29=-13092/8276, 8-30=-13092/6276,
30-31-13092/6276, 31-32=13092/6276, 9-32=13092/6276, 9.33=11230/5407,
3334=1122915406, 34-35=1122816406, 10-35=1122715405, 1&11=782613716,
11-12=762t1/3608, 12-13=7683/3604
BOT CHORD 1-21=3224/6913, 21-36=335217248, 3&37=-335217248, 3738=335217248,
2038=3352f7248, 19.20=5282/11220, 1&39�5282111220, 3940=5282111220,
1B-00=5282111220, 1841=6157/13083, 41-42-6157/13oB3, 42-03=6157113083,
17-43=-6157/13O83, 17-44=-5284111227, 44-15=5284111227,1645=5284111227,
15-16=5284/11227, 1546=,i357/7262, 46-07=335717262, 47-18=3357/7262,
14-48=3357/7262,13-14=322816925
WEBS 3-21=238/545, 4-21=0/485, 4.20=2171/4508, 5.20=1758I1124, &18=9t18/2135,
6-18=-691/587, &17=-676/585, 9-17=983/2136, 9-15=175711123, 10-15=2168/4500,
10-14=01489,11-14=2391547
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails ss follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 ow
Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oo.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all piles, 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=160mph (3second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Dpe,, h=15fp Cat 11; Exp C; End., GCpi=0.18; . �y
MWFRS (envelope); cantilever left and right 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 nonconcurtent with any other live loads. '
Continued on page 2
Job
Truss
russ lype
Y
1833-0A-LAN
A11DG
HIP
1
2 ,lob Referenceo tional
Soulhem Truss , FL Pierce, FL, 3 951 Run: 82N a Od 212018 Print 8.230 a Oct 212018 Mnek Induabies, Inc Fri Feb 1 09:21:052019 Page 2
ID:ny4imnjpmNjemTOZIUkwcynljv-tULrD7DdRW LkoOwo2GHAPNm6UdBmOIBzJPPFTZci
NOTES-
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb)1=1550, 13=1553.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 281 lb up at 8-0-0, 107 lb down and 150 lb up at 10-0-12,
107 Ib down and 150 fb up at 12-0-12, 107lb down and i50lb up at 14-0-12, 107 lb down and 150 lb up at 16-0.12, 107Ib down and 150Ib up at 18-0-12,1 D7 Ib down and 150
1b up at 20-0-12, 1071b down and 150 lb up at 22-0.12, 1071b down and 1501b up al 24-0-12,1071b down and 150 ib up at 26-0-12, 107 lb down and 160lb up at 28-0-12,107
Ib down and 150 Ib up at 30-0.12,107 Ib down and 1501b up at 32-0-12, 107 Ib down and 1501b up at 34-0-12, 107Ib down and 15016 up at 36-0-12, and 107 lb down and 150
Ib up at 38-0-12, and 2221b down end 281 Ib up at 4G.M on top chord, and 268 Ib down and 1171b up at 8-0-0, 801b down at 10-0-12, 80Ib down at 12-0-12, 801b down at
14-0-12, 8016 down at 16-0-12, 801b down el 18-D-12, 801b down at'20-0-12, 801b down at 22-0-12, 80lb down at 24-D-12, 80 Ib down at 26-0-12, 80Ib down at 28-0-12, 80
lb down at 30-0-12, 80 lb down at 32-0-12, 80 lb down at 34-0-12,80lb down at 36-0-12, and 80 lb down at 38-0-12, and 268lb down and 117 lb up at 39-11-4 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead+ Roof Live (baiar
Uniform Loads (p1f)
Vert: 1-0=54, 4
Concentrated Loads (lb;
Vert 4=175(13)
Lumber Increase=125, Plate Increase=1.25
10-13=54, 1-13=20
26=-107(B)27=-107(B)28=107(B)
54(B) 41=-54(B) 42=54(B) 43=54(B)
Job
rUsS
Inuss lype
y
1833-DA-LAN
C1
HIP 1
1
Job Reference o tional
Southern Truss, FL Pierce, FL., 34951 Run: 8.230 s Od 21 W18 Pdrrt 8.230 a Od 212018 Mmek Industries, Ina Fri Feb 109:21:052019 Page 1 .
ID:ny4imnipmNjemTOZIU)jwcynliv-tULrD7OdRWLkoOvro2GHAPNMDUooexsioZI PFip251
5-'1-12 160-0 12-0-0 16-0d 21-0-0 -D-q
5-7-12 ! 41-0 2-0-0 ! 4-4-4 4-1142 DB-D
Dead Load Deli. =114 in
44 =
44 =
oxr = 3x4 =
21i
10 W-0 BBO ! ,2-00 ! 2D8a 29-0 32-0-q
240 B80 pbb
Plate Offsets CXYF-
11A-1-14,110-21. M:0-0-0.132t
I6:0-o-0132j 16:0-1-1a 0-0-2t
t8:0-3-6 0.3-0t
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
Qoc)
Wait
Ud
PLATES
GRIP
TOLL 20.0
Plate Grip DOL 1.25
TC 0.81
Vert(LL)
-0.26
1-8
>981
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.96
Vert(CT)
-0.54
1-8
>473
180
BCL L 0.0
Rep Stress Inir YES
WB 0.19
Horz(CT)
0.05
6
n1a
n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix-S
Weight 100 Ib
FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left 2x6 SP No.2, Right: 2x6 SP No.2
REACTIONS. (size) 1=0.80 (min. D-1-8), 6=0-8-0 (min. 0-1-8)
Max Horz 1=76(LC 11)
Max Uplift1=265(LC 8), 6=265(LC 9)
Max Grev1=789(LC 1), 6=789(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc puriins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 1.2=1493/534, 2-3=1173/347, 3-4=1039/343, 4-5=1173/347, 5-6=-1493/534
BOT CHORD 1-8=5D4/1333, 7-8=212/1039, 6-7=428/1333
WEBS 2-8=367/327, 3-8=50/298, 4-7=51/298, 5-7=3671328
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Volt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.Dpsf, h=15f ; Cat II; Exp C; Encl., GCp!=0.18;
MWFRS (envelope); cantilever left and right exposed ; 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 nonconcunent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jotnt(s) except Qt=lb)1=265,
6=265.
LOAD CASE(S) Standard
1833-DA-LAN
4x7 =
4x4 =
Dead Load Dee. = 118 in
'"' �� 3x4 = 3x4 = 3x8 = 3x9 11
22-0a
1-0O 880 14-0-0 31 N
1-0e ]-0-0 bee 7Oe
Plate Offsets (X Y)— 11.0
0-01321 11 0.1-14 0.0.21
13 0.5-4 0.2-01 I6 0.1-14 D-0-21
I6:0-0.01 3-21
0.ae
LOADING(psf)
SPACING- 24)-0
CSI.
DEFL,
in
(Ioc)
I/de6
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL)
-0.13
1-9
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.68
Vert(CT)
-0.27
1-9
>954
180
BCLL 0.0
Rep Stress Ina YES
WS 0.12
Horz(CT)
0.05
6
me
ma
BCDL 10.0
Code FBC2017/TP12014
MwxS
Weight103lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
WEDGE
Let 2x6 SP No.2; Right 2x6 SP N0.2
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc pudins.
BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing.
REACTIONS. (size) 1=0-8-0 (min. 0-1-8), 6=0-8-0 (min. 0-15)
Max Horz 1=61(LC 8)
Max Uplift1=246(1.0 8), 6=246(LC 9)
Max Grav1=789(LC 1), 6=789(LC 1)
FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=1539/517, 2-3=1327/443, 3-4>1201/433, 45=1327/443, 5-6=-1539/517
BOT CHORD 1-9— 470/1373, 8-9=312/1201, 7-8=312/1201, 6.7=-030/1373
WEBS 3-9=32/306, 4-7=12/306
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.OpsF, h=15f; Cat II; Fxp C; Encl., GCpl=0.18;
MWFRS (envelope); cantilever left and dil exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qrlb)1=246,
6=246.
LOAD CASE(S) Standard
k , ' Z;t
Job
I ruse
ruse I ype
y
1833-DA-LAN
MG
HIP 1
1
Job Reference o Gonel
mn:e.vus
33-3522 26a-1ua214u1u Pnnea.23ensDa212018MnaFn Feb
109:21:0-062019 Pae1ID:ny4lmnpmM Js,
11-0-0 16-0-0 Uwoyliv-LgvERTPFCqubOZVc_oPmN?uDSwMrRPd2yxgzpZSh
M -14 21-4-0
514 2-3216
4x7 =
5.00 12
1x4 H
14 15 5 16
17
417 =
Dead Load Dell. -1I8 in
5x = 3x4 = 3x4 = Us = 3x4 = 5x5 =
M2
1-00 606 11-0-0 1660 21-0 2
1-0-0 58a 540 SU-0 5a0
Plate OBsets (XVI—
11:0-410 Edgel 14:0-5-4 0.2.01
I6:0-5-0 0.2-01 19:0-0-10 Edgel
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (foe)
Udefl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
0.16 11
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.61
Vert(CT)
-02311-13
>999
180
BCL-L 0.0
Rep Stress Ina NO
WB 0.27
Haz(CT)
0.07 9
We
n/a
BCDL 10.0
Code FBC2017/rP12014
Mabfx-S
Weight1101b
F7=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc puriins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing.
WEBS 2x4 SP Ne.3
SLIDER Left 2x6 SP No.2137, Right 2x6 SP No.2 1-9-7
REACTIONS. (sae) 1=0-6-0 (min. 0-1-8), 9=0-6-0 (min. 0-1-8)
Max Horz 1=46(LC 28)
Max Uplift1=506(LC 8), 9=-507(LC 9)
Max Grsv1=1122(LC 1). 9=1121(LC 1)
FORCES. Qb) - Max CompJMax Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=2313/1084, 2-3=2257/1087, 34=2260/1094, 4-14=2686/1357, 14-15=2685/1357,
5-15=2685/1357, 5-16=2685/1357, 16-17=2685/1357, 6-17=2686/1357,
6-7=2259/1094, 7.8=2257/1087, 8-9=231211084
BOT CHORD 1-13=983/2059, 13-18=940/2068,12-18=940I2088, ll-12=940/2088, 11-19=-938/2088,
19-20=93812088, 10-20=938/2088, 9-10=945/2059
WEBS 4-13=01312, 4-11=367M2, 5-11=451/408. 6.11=-367f712, 6-10=01311
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.0psf, h=15fk Cat II; Exp C; End., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at--Ib)1=506,
9=507.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)166 lb down and 233 lb up at 6-0.0. 57
Ib down and 1071b up at B-0-12, 571b down and 1071b up at 1 D-0-12, 57Ib down and 107Ib up at 11-11-4, and 571b down and 107Ib up
at 13-11.4, and 1661b down and 233 Ib up at 16-M on top chord, and B4 Ib dawn at 6-0-0, 41 Ib down at 8-0-12, 41 Ib dawn at 10-0-12,
41 lb down at 11-11-4, and 41 lb down at 13-11.4. and 641b down at 15-114 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=1.25, Plate Increase=125
Uniform Loads (plf)
Vert 14=54, 4-6=54, 6.9=54, 1-9=20
Concentrated Loads (lb)
Vert 4-119(B) 6>119(121)12=27(B)13�49(121)10=-49(B)14=w(B)15=55(B)16=55(B)17=55(B)18=27(B)19=27(B)
20=27(B) ,!
O
rues
I russ I ype
Fly
1933-13A-LAN
CJ2
IcIty
MONO TRUSS 1
i
Job Reference (optional)
e. u
2-3-9 3-2-13
o_zo I
Plate Offsets (%.Y)— 12:0-0-8
0-1-121 15:0.1-10 1-8-61
15:0-0.0
0-1-127
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.13
Vert(LL)
-0.00
5
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.12
Vert(CT)
0.00
4-5
>999
180
BCL-L 0.0
Rep Stress Incr YES
WB
0.04
Horz(CT)
-0.01
3
nla
rda
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight 10 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0.11.5 (min. 0.1-8)
Max Horz5=48(LC 4)
Max UpIM8 20(LC 3), 4=29(LC 1), 5=201(LC 4)
Max Grav3=5(LC 4), 4=36(LC 4), 5=276(LC 1)
FORCES. (Ib) - Max Comp./MmTen.-All forces 250(lb) or less exceptwhen shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-2-13 cc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-ID; Vuft=160mph (3-sewnd gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Dpsf, h=15ft; Cat II; Exp C; End., GCpl=0.18;
MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This Wss has been designed for a 10.0 pal bottom chord live load nonconcumant with any other five loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except (jt=1b) 5=201.
LOAD CASE(S) Standard
x
,Y
Job
russ
Imes lype
y
18=MAN
CJ4
JACK 2
1
Job Reference (optional)
Swthem Truss, FL Fierce, FL., M951
1-0-4 2-4-5 3--5{+6
Plate Offsets (X,Y)— 12:0-0-8
0-1-121 I6:0-1-101-8-61
16:0-0-0
0-1-121
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
Qoc)
Well
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL)
-0.00
5-6
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.15
Vert(CT)
0.00
5-6
>999
180
BCLL 0.0
Rep Stress Inv NO
WB 0.04
Hom(CT)
-0.01
3
nla
nla
BCDL 10.0
Code FBC2017frP12014
Matrix-P
Weight 17 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. All bearings Mechanical except at--Isngth) 6=0-11.5, 5=0-11-5.
(lb) - Max Horz6=81(LC 4)
Max Uplift All uplift 1001b or less atjoint(s) 3, 5 except 6=192(1_0 4)
Max Grav All reactions 250lb or Tess atjont(s) 3, 4, 5 except 6=259(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) brim except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-6-6 no purtins.
GOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
NOTES-
1)Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This buss has been designed for a 10.0 psf bottom chord live load nonconanent with any other live loads.
3) Refer to girder(s) for truss to buss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3,6 except Qt=lb) 6=192.
5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 110 lb up at 2-11-0 on
top chord, and 20lb down anti 71 Ib up at 2-11-0, and 2lb down end 7 Tb up at 2-11-0 on bottom chord. The designiselection of such
connection device(s) is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front IF) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert 1-0=54, 1-4=20
Concentrated Loads (lb)
Vert 7=36(F) 8=46(F=47, B=1)
Joe
IMSS
1russ lype
y
1833-DA-LAN
CJ6
JACK
2
1
Job Reference o tional
i rvss, ru ne e. r�..
2x6 II
Plate Offsets OLY}- f2:0-0-8
0-1-121. (5:0-1-10.1-8-61
15.0-0-0
0-1-121
LOADING(pst)
SPACING- 240-0
CSI.
DEFL
in
(Ioc)
Vdefl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.53
Vert(LL)
-0.07
45
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.35
Vert(CT)
-0.10
4.5
>796
180
BCLL 0.0
Rep Stress Ina NO
WB
0.06
Horz(CT)
-0.03
3
n1a
Na
BCDL 10.0
Code FBC2017rrP12014
Matrix-P
Weight 261b
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechaniml, 4=Mechanical, 5=0-11-5 (min. 0-1-8)
Max Horz5=123(LG 4)
Max Uplift3=125(LC 8). 5=205(LC 4)
Max Gmv3=141(LC 1), 4=99(LC 3), S=3D4(LC 31)
FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
WEBS 2-5=263/213
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5ApsF.11=1511; Cat II; Exp C; End., GCpi=0.18,
MWFRS (envelope); cantilever left and right 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) Refer to girder(s) for truss to truss connections.
4) Provide mechanical amnection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at)oint(s) except (p=1b) 3=125,
6=205.
5) Hanger(s) or other connection device(s) shall be provided sufficient to support wncentrated load(s) 73 lb down and 1101b up at 2-11.0, 73
Ib dawn end 110lb up at 2-11-0, and 261b down and 521b up at 5-8-16, and 261b down and 52lb up at 5-8-15 on top chord, and 201b
dawn and 71 Ib up at 2-11-0, 201b down and 71 Ib up at 2-11-0, and t0lb down and 2lb up at 5-8-15, and 101b down and 2lb up at
6-8-15 on bottom chord. The desigNselection of such connection device(s) Is the responsibilityof others.
6) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pIQ
Vert 1-3=-54, 14=20
Concentrated Loads (Ib)
Vert 6=72(F=36, B=36) 8=94(F=47, B=47)
Job
Truss
Iruss lype
y
1833-0A-LAN
Cis
JACK 4
1
Job Reference(ootiona0
tA-0 &1� 6-4-5 10-6-4 11-2-4
0-5-11 4$7 1 4-1-15 0.&m
Plate Offsets MY)
- r2:0-0-8,0- -1 818:0.1-61-7-101
18:0-0-0
0-1.121
LOADING(psf)
SPACING- 2-M
CSL
DEFL In
(too)
Ildefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL) 0.06
6-7
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.56
Vert(CT) -0.10
6-7
>999
180
BCL1 0.0
Rep Stress Ina NO
WB 0.23
Horz(CT) -0.04
4
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
Weight 44 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 8=0-11-5 (min. 0-1-8), 6=Mechanical
Max Harz 8=164(LC 8)
Max Upl'dt4=l27(LC 4), 8=259(LC 4). 6=100(LC 8)
Max Gmv4=145(LC 1), 8=396(LC 31). 6=243(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown.
TOP CHORD 1-2�410/189, 2-9=456/216, 9-10=459/227, 3-10=-014/215
BOT CHORD 1-8=1771411, 8-12=295/411,12-13=295/411, 7-13=295/411, 7-14=295/411,
6-14=2951411
WEBS 3-6=-4441318
NOTES-
1) Wind: ASCE 7.10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2pst,, BCDL=5.Opsf; h=15ft; Cat II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); Cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vdth any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 6 except (jt=1b) 4-127.
8--259.
6) Hanger(s) or other Connection device(s) shag be provided sufficient to support Concentrated load(s) 73 lb down and 110 to up at 2-11-0, 73
It, down and 110 lb up at 2-11-0, 26lb down and 52lb up at 5-8-15, 26 lb down and 52 lb up at 5-8-15, and 58 lb down and 107 lb up at
8.6-14, and 58 lb down and 107 lb up at 8$14 on top chord, and 20 lb down and 71 lb up at 2-11-0, 20 lb down and 71 lb up at 2-11-0,
10lb dawn and 2 to up at 5-8-15, 10 lb down and 2Ib up at 5-8-15, and 27 Ib down at 8-6-14, and 27 lb down at 8-6.14 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=125, Plate Increase=1.25
Uniform Loads (plf)
Vert 1-4=-54, 1-5=20
Concentrated Loads (lb)
Vert 9=72(F=36, B=36)11=65(F=433, B= 33)12=94(F=47, B=47)14=37(F=19, B=19)
o
runs
Inuss lype
y
-
183 DA-LAN
D313
HIP 1
1
_. 1e
Job Reference o tonal
_, _.__. ercewusmea,mc. to rw tu9:21:da 2019 Pege1
113my4imnjpmNjemTQZlUfjwcynljv-131_s9QWkRkJfteNkPgt17TRBh7AOJNkbo(30ZzpZSf
3-0-0 SA-0 6-M
414 = 44 =
4x4 = 2x4 II
14-0 1-8-0 3-0-0 5-8-0 6-8-0 74-0
1a0 neat tan
Plate Offsets (XY)— f1.04-2
0.1-01 17.0-0.5.0.2-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO 0.19
Vert(LL) -0.00 6-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.14
Vert(CT) -0.01 6-7 >999 180
BCLL 0.0
Rep Stress Ina NO
WB 0.08
Horz(CT) -0.00 5 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight 38 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOY CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3 BOT CHORD
SLIDER Left 2x4 SP No.3 1$15
REACTIONS. (size) 5=0-8-0 (min, 0.1-8), 7=0-8-0 (min. 0-25)
Max Horz7=64(LC 8)
Max Uplift5=-121(LC 9), 7=707(LC 4)
Max Grav5=213(LC 18), 7=1971(LC 17)
FORCES. (lb) - Max Comp./Max Ten. -Ail forces 250 (Ib) or less except when shown.
WEBS 2-7=337/261
Structural wood sheathing diredty applied or 6-0-0 oc pur ins, except
end ver icals.
Rigid ceiling directly applied or 6-M oc bracing,
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opst,, h=151t; Cat. II; Exp C; End., GCpl=0.18;
MWFRS (envelope); cantilever left and right exposed; 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 nonooncurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jl=1b) 5=121,
7=707.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 110 lb up at 3-0-0, and
261b down and 571b up at 44-0, and 571b dawn and 1101b up at 5-8-0 on top chord, and 16221b down and 543 Ib up at 1-2-12, 23 lb
down at 3-0-0, and 14 lb down and 2 lb up at 44-0, and 23 lb dawn at 5-74 on bottom chord. The deslgntselecton 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=1.25, Plate Increase=125
Uniform Loads (plf)
Vert 1-2=-51, 2-3=54, 34=54, 1.5=20
Concentrated Loads (Ib)
Vert 7=1622(8)
Job Mn Russ ype y
1833DA-LAN J2 JACK 14 1
Job Reference (optional)
aoumem vase, rc nerve, r�.,:wam Run: 923p a OG 21 2918 Pdr6: e230 s Ont 21 201e MITex Industries, Ina Fri Feb 1 M21:99 2019 Page 1
ID:ny4imnjpmNjBmTQZIUbwcynljv-mFbM3URBVisAH1 DZH6L6ZD?dn5Mf7mT16bHcY?zpZS
1t6 i 0-8-0
Plate Offsets (X.YF- (2.0-0.12
0-1-121 f2.0-1-11.1-2-81 16 0-0-0
0.1.121
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
Doc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.07
Vert(LL)
-0.00
5
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.06
Vert(CT)
0.00
5
>999
180
BCL4 0.0
Rep Stress Inv YES
WB 0.02
Horz(CT)
-0.00
3
nla
n/a
SCDL 10.0
Code FBC20177fP12014
Metrix-P
Weight 7lb FT=20%
LUMtlGR-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,4=Mechanical,5=04i-0 (min.0-1-8)
Max Horz5=43(LC 8)
Max UpIIR3=34(LC 1). 4=-43(LC 1). 5=124(LC 4)
Max Gmv3=15(LC 4), 4=29(LC 4), 5=223(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudlns.
SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Cpsf, h=15ft; Cat II; Pxp C; End., GCpI=0.18;
MWFRS (envelope); cantileverleft and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except ([I -lb) 5=124.
LOAD CASE(S) Standard
0
c MRT
MU
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in
Qoc)
Vdeff
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.02
Vert(LL)
0.00
4
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.01
Vert(CT)
-0.00
4
>999
180
BCLL 0.0
Rep Stress Inrr YES
WB 0.00
Hoa(CT)
-0.00
2
We
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix-R
Weight 4lb FT=20h
LUMBER-
TOPCHORD
BRACING.
2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc purlins, except
BQT CHORD 2x4 SP No.2 end verOpls.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 4-0-M (min. 0-1.6), 2=Mechanical, 3=Mechanical
Max Hom4=17(LC 8)
Max Uph!12=24(LC 8), 3=3(LC 8)
Max Grav4=31(LC 1). 2=22(LC 1), 3=16(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - Al forces 250 Vb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=S.Opsf; h=15ft; Cat it; Exp C; End., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pat bottom chord live load noncancurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3.
LOAD CASE(S) Standard
Ki
r
Tmw
Imss lype
y
1job
1833-DA- AN
J4
JACK 15
1
Job Reference (optlo 0
Truss, FL Pierce, FL. 34951
uQ1
1.O-0 4-0-0
1-D O 3 Rr I
Plate Offsets (XY>— 12:0-0-12
0-1-121.15:0-1-8.1-2-01
15:0-0-0
0-1-121
LOADING(psf)
SPACING- 240-0
CSI.
DEFL in
floc)
11deb
Lld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.09
Verl(LL) -0.DO
4-5
>999
240
MT20
244l190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT) -0.00
4-5
>999
180
BCLL 0.0
Rep Stress Ina YES
WB 0.03
Horz(CT) -0.00
3
n/a
r1a
BCDL 10.0
Code FBC20171TP12014
Matrix-P
Weight 13 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (sae) 3=Mechanical, 4=Mechanical, 5=0-8-0 (min. 0-1-8)
Max Horz5=83(LC 8)
Max Uplfff3=-59(LC 8), 5=90(LC 4)
Max Gmv3=54(LC 1), 4=40(LC 3), 5=220(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.OpsF, h=15ft; Cat 11; Exp C; Encl., GCpl=0.18;
MWFRS (envelope); cen6lever left and right 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 noncencument with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 5.
LOAD CASE(S) Standard
JOD
Truse
1rum lype wry
V1
1833-DA-LAN
J8
JACK 14
1
_
Jab Reference a 'one
n suto rnm aaou a v n mte mn ex mousmes, ma en ree t ua:n:ua aura as e t
ID:ny4imnjpmNjBmTCZIUjjwcynljv- FbM3UR8MsAH1DZH6L6ZD7am5KV7mwt6bHcY7ze
54-0
1-4-0 4-0-0
1-0-0 6-0-0
Plate Offsets Cl YI— (2:0-0-12,0-1-121
[5:0-1-8 1-2-0]
15:0-0-0
0-1-121
LOADING(psf)
SPACING- 2-M
CSI.
DEFL
in
(loc)
Vdell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL)
-0.02
45
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.20
Vert(CT)
-0.04
4-5
>999
180
BCLE 0.0
Rep Stress Inv YES
WB 0.06
Horz(CT)
-0.02
3
n/a
n/a
BCDL 10.0
Code FBC2017/rP12014
Mafrilc-P
Weight 191b
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP NC.3
REACTIONS. (size) 3=1VIechanical, 4=Mechanical, 5=0-8-0- (min. 0-1-8)
Max Horz5=124(LC 8)
Max Up16O=104(LC 8), 5=94(LC 4)
Max Grav3=109(1-C 1), 4=81(LC 3), 5=283(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.0psf; h=15ft; Cat II; Fxp C; End., GCpl=0.18;
MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pat bottom chord live load nonconcunerd with any other live loads.
3) Refer to girder(s) for truss to truss Connections.
4) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 It, uplift atjolnt(s) 5 except &--lb) 3=104.
LOAD CASE(S) Standard
Job
Truss
Inuss lype
Fly
1&3 DA-LAN
J8
JACK
1LI1y I
U
1
Job Reference o 8ona1
I
'',
Dead Load Deft. = 118In
Plate Offsets KY)— 12:0-0-12.D-1-121.
f5:0.1.8 1.2-01
(5:0-0-0.0.1.121
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
Qoc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TO 0.61
Vert(LL)
0.10
4-5
>766
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.47
Vert(CT)
-0.18
4-5
>444
180
SCI,L 0.0
Rep Stress Ina YES
WB 0.09
Hom(CT)
-0.08
3
rda
n/a
BCDL 10.0
Code FBC2017f P12014
Matra-P
Weight 251b FT = 20%
° LUMBER -
TOP CHORD 2x4 SP No.2
Bd'r CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical,4=Mechanical,5-0-8-0 (min. 0-1-8)
Max Hmz5=165(LC 8)
Max Upl*3147(LC 8), 5=106(LC 8)
Max Grav3=161(LC 1), 4=120(LC 3).5=353(LC 1)
FORCES. Qb) - Max. CampJMax. Ten. -All forces 250 (Ile) or less except when shown.
WEBS 2-5=319/300
BRACING -
TOP CHORD Structural mod sheathing directly applied or 6-D-0 as pudlns.
BOT CHORD Rigid ceiling directy applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; Cat 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope); cantilever left and right 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 nonconcunenl with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 3=147,
5=106.
LOAD CASE(S) Standard
w
JOD
InIss
Imss type
ply
183 DA-LAN
V4
VALLEY
1
7
Job Reference (optional)
N69, FL Pierce, FL, 34951
2x4 i
5.00 F12
3x4 =
2x4 0
Plate Offsets (X.Y1—
12:0-2-0Edoel
LOADING(psf)
SPACING- 2-"
CSL
DEFL
in (loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
Vert(LL)
nfa -
n/a
999
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Inv YES
WB 0.00
Horz(CT)
0.00 3
nla
nla
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight 10lb FT=20%
LUMBER -
TO( CHORD 2x4 SP No.3
SOT CHORD 2x4 SP No.3
REACTIONS. (size) 1=4-0-0 (min. 0-1-8), 3=4-0-0 (min. 0-1-8)
Max Hom 1=10(LC 9)
Max Uplift1=33(LC 8), 3- 33(1-C 9)
Max Gmv1=94(LC 1), 3=94(LC 1)
FORCES. Qb) - Max. Compd]V[ x. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psF h=15f ; Cat II; Exp C; End., GCpl=0.16;
MWFRS (envelope); can0lever left and right exposed; 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 nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift atjoint(s)1, 3.
LOAD CASE(S) Standard
4 40 >
1833-0A4AN
2x4 G
40 =
2x4 1
7-"
7-4-0
8,0-0
0 u
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in Poe)
Mall
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.28
Vert(LL)
n1a -
n1a
999
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
,BC 0.18
Vert(CT)
n1a -
rda
999
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT)
0.00 3
rda
n/a
BCOL 10.0
Code FSC2017/TPI2014
Matrix-P
Weight 24 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP N0.3
BOT CHORD 2x4 SP Nc.3
OTHERS 20 SP N0.3
REACTIONS. (size) 1=8b0 (min. 0-1-8), 3=8-0-0 (min. 0-1-8), 4=8-0-0 (min. D-1-B)
Max Horz1=25(LC 8)
Max Upliftl=58(LC 8), 3=432(LC 9), 4=52(LC 8)
Max GMv1=t18(LC 1), 3=118(LC 1).4=248(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Pb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vuft--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf, h=15ft; Cat. If, Exp C; End., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1, 3, 4.
LOAD CASE(S) Standard
�, a
O
Mae
NSS We
ply
1a38-0A-LAN
V12
VALLEY 1
1
Job Reference o tional
k
4x4 =
2
4
3z4 txb II 3x4
LOADING(psi) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) n/a - n1a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC OA5 Vert(CT) n1a - n/a 999
BCLL 0.0 Rep Stress Inv YES WB 0.06 Horz(CT) 0.00 3 rda n/a
BCOL 10.0 Code FBC2017[rP12014 MatrixS Weight 38lb FT= 20%
LUMBER- BRACING.
TOP CHORD 20 SP N0.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=12.0-0 (min. 0.1-8), 3=12-M (min. G-1-8), 4=12-0-0 (min. 0.1-8)
Max Horz1=40(LC 10)
Max Uplift1=78(LC 8), 3=85(LC 9), 4=115(LC 8)
Max Gmvl=175(LC 17), 3=175(LC 18), 4=439(LC 1)
FORCES. Qb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown.
WEBS 2-0=288/159
NOTES-
1) Unbalanced mof live loads have been considered for this design.
2) Wind: ASCE 7.10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh, h=15ft; Cat II; Exp C; End., GCp1=0.18;
MWFRS (envelope); cantilever left and right exposed; 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 nonconcunent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1, 3 except rib) 4=115.
LOAD CASE(S) Standard
Job
Inuss
imss lype Ury
Ply
1833-DA-LAN
V16
VALLEY 1
1
Job Reference o Sonal
4x4 =
3
3z4 8 7 6 3z4 c
1x4 II 1z4 II 1x4 II
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n1a - n1a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n1a - n1a 999
BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(CT) 0.00 5 We n/a
BC4L 10.0 Code FBC2017f P12014 MaftS Weight 55 lb FT= 20%
LUMBER- BRACING-
' TOP CHORD 2x4 SP No.3 TOP CHORD Structure[ mod sheathing directly applied or 6-0-0 so pudins.
SOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 16-0-0.
Qb)- Max Horz 1=55(LC 11)
Max Uplift All uplift 100 lb or less stjoint(s)1. 5,7 except 8=175(LC 8), 6=175(LC 9)
Max Grav All reactions 250 Ib or less at joint(s)1, 5 except 7=262(LC 1), 8=318(LC 17), 6=318(LC 18)
FORCES. (lb) - Max. CompWax. Ten. - All forces 250 Qb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsQ h=15ft; Cat 11; Exp C; End., GCpl=0.18;
MWFRS (envelope); cantilever left and right exposed; 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 bad nonconcument with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1. 5, 7 except &-lb)
6=175, 6=175.
LOAD CASE(S) Standard
a Ok 7
o
mss
tuss ype
y
1833-0A-LAN
V19
VALLEY 1
1
Job Reference o tonal
lem rvm , r .I , ..woo, mn: eaau s um n [uln mm e.zau s ua Chula mu ex,naee.On U" tjdupZe S1
cID:ny4imnjpmNjemTOLUjwcynljv4ej7UAT01M6uWLNXbe_nbf4
9-10-0 19-0-0 19-6-4
9-10-0 9-2-0 04Y0
4x4 =
3x4 4 8 7 6 3x4 c
1x411 5x4= 1x411
Plate Offsets(X.Y)— 17:0-2-0
0-3-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
In (loc)
Wall
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.34
Vert(CT)
n/a -
n/a
999
BCIJ.. 0.0
Rep Stress Inv YES
WB 0.08
Horz(CT)
0.00 5
n/a
r9a
BCOL 10.0
Code FBC2017/IPI2014
MabixS
Weight 69 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 19-8-0.
(lb)- Max Horz1=-69(LC9)
Max Uplift All uplift 1001b or less at joint(s)1, 5 except 8=-225(LC 8), 6=225(LC 9)
Max Grav All reactions 25D Ib or less atjoint(s) 1, 5, 7 except 8=416(LC 17), 6=416(LC 18)
FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown.
WEBS 2.8=29M67. 4-6=299/266
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.Opsf; h=15R CaL II; Exp C; End., GCpi=0.16;
M WFRS (envelope); cantilever left and right exposed ; 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 psi bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 DO lb uplift atjoim(s)1, 5 except Qt=1b) 8=225,
6=225.
LOAD CASE(S) Standard