HomeMy WebLinkAboutTRUSS PAPERWORKjoD
Truss
I russ lype
LAY
My 1150nl-TREFELINER-DAY
1593M
A01
GABLE
1
e Rn ODa
w�mma ruw aoww, nan,ne.
6.00 F12
axs
ST1 6
4x10 MMHS4 5x8 G
5
4x6 G 4
6x12 M720HSG 3
E
1
9
.1
1
1 1
10x14 = 53
5425 55 56 24 57 5823 22 6960
21 61 62 63 2019 64 65
1866 67
17 68 69 16 70 71 15
Sx6 = 6x12 MT20HS=
5x6 = 6x8 =
4x6 =
46 = 5x8 = 3x8 MTMHS II
6x8 =
4x10 MMHs=
SCANNED
BY
St. Lucie County
5S-2?3-6
1910
I 10.11-10J
1F1-1122
6-0
21.AI&J
7
3423154r1.l1,5
I I
4n-d41L1M1
I �Af8l I
C1
I IMov
Plate Offsets (X,1)--
[1:0-0-0,0-6-2], [7:05-0,0-2-6], [8:0-3-0,0-2-01,[10:0-6-4,0-1-0],116:0-0-12,0-2-0], [16:03-8,0-25], [20:0-4-0,0-0-0], [21:0-3-0,0-0-4], [23:0-3.8,0-4-41,
124:0-3-0.0-331[33:0-1-120-1-121.[34:0-0-150-1-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DER-
in (loc)
Well
Ud
PLATES
GRIP
TOLL 30.0
Plate Grip DOL 1.33
TC 0.71
Vert(LL)
0.3721-23
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.56
Verl(CT)
-0.4321-23
�>999
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress [nor NO
WB 0.68
Horz(CT)
0.15 15
n/a -
n/a
BCDL 10.0
Code FBC20171TPI2014
MatrizSH
Weight: 9131b
FT=20%
LUMBER-
BRACING
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 3.63 oc pudins, except
T3: 2x4 SP No.2, TI: 2x6 SP M 26
end verticals.
BOT CHORD 2x6 SP M 26
BOT CHORD
Rigid ceiling directly applied or 7-8-7 oc bracing.
WEBS 2x4 SP No.3 *Except*
JOINTS
1 Brace at Jt(s): 26, 27, 28, 29, 30, 31, 32
W 10,W 12,W25: 2x4 SP No.2, W26: 2x6 SP No.2
OTHERS 2x4 SP No.3
SLIDER Lett 2x8 SP 2400F 2.0E 2-10-5
REACTIONS. (Ib(size) 1=9048/Mechanical, 15=8578/Mechanical
Max Horz 1=393(LC 7)
Max Uplifl1=S640(LC 8), 15=3318(LC 8)
Max G2v 1=9072(LC 29), 15=8578(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-14382/8877,2-3=-14288/8901,3-4=-13569/8468,4-5=-13493/8492,5-6=-9601/5993,
6-7--8044/5159, 7-52=-6857/4515,852=-6857/4515,8-9=-7692(4949, 9-10=-7990/5047,
10-11=-7873/4944, 11-12=-10475/6601, 12-13=3526/5397, 13-14=-8678/5389,
14.15=8066/5009
BOT CHORD 1-53= 7657/12528, 5354- 7657/12528, 25-54- 7657/12528, 25-55=-7657/12528,
55-56=-7657/12528, 2456=-7657/12528, 24-57=-7500/12375, 57-58=-7500/12375,
23-58=-7500/12375, 22-23= 7101/11744, 2259=-7101/11744, 59-60=-7101/11744,
2150=-7101/11744, 21-61- 6211/10341, 61-62=-6211/10341, 6253= 6211/10341,
20-63=-6211/10341, 19-20=-6251/10191, 19-64=-6251/10191, 64-65=-6251/10191,
18-65=-6251/10191, 18-66=-5882/9559, 66E7=5882/9559, 17-67=-5882/9559,
17-68=-0707/7612, 6859=-470717612, 16-69=-070717612, 16-70= 214/337, 70-71=-214/337,
15.71--214/337
WEBS 3-25=-849/1251, 5-24-122511873, 5-23=-999/613, 23-26=-1495/2414, 6-26- 156512518,
6-27=-2660/1688, 21-27= 2649/1681, 21-28=-249814036, 7-28=-2499/4037, 7-29=-990/571,
20-29=-975/562, 20-30= 2012/3102, 830= 2012/3103, 20-31=-869/564, "I=-882/573,
1832=-480/465, 9-32=-080/465, 1834= 698/1285,10-34- 669/1238, 17-33=-645/320,
1033= 544/252, 12-17=-1690/2854,12-16=-2562/1551,14-16=-5094/8248, 5-26=3099/2063,
26-27=3082/2053, 27-28=3103/2067, 28-29=-2985/1990, 2930=3011/2006,
3031=3092/2060, 3132=-3064/2041, 3234=-3049/2031, 1133=-2851/1898,
3334=-2964/1972
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3) nails as follows;
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
Continued on page 2
ioD
IMS'S
I mss lype
1593M-TREFELINER-DAY
1593771
A07
GABLE
1
2
JobReference(orritonall
mnaa araww uxuus.wn1[LO1ar MKIr4urt ies,NG Fri Jan 40834 2019 Paget
ID:rGbsIG01aHUJmbhoic?8TzypGH-V8Cm6cH3nhkax8W MOX65wXHypzcMilphtzyoTP
2) All loads are considered equally applied to all plies, except ti 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=l60mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; eavesft; Cat. li; Exp C; Encl., GCpi=0.18; MWFRS
(directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSIRPI 1.
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) All plates am 2x4 MT20 unless otherwise indicated.
9) Gable studs spaced at 2-M oc.
10) This trusshas been designed for a 10.0 pst bottom chord live load nonconcurent with any other live loads.
11) • This truss has been designed for a live load of 2(1 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.
12) Refer to girder(s) for truss to truss connexions.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=5640, 15=531 B.
14) Hanger(s) or other connexion device(s) shall be provided sufficient to support concentrated load(s) 634 lb down and 447 lb up at 0-0-0, 626 lb dawn and 454 lb up at 2-3-4,
626 lb down and 454 lb up at 4-34, 626 lb down and 454 lb up at 6-3-4, 626 lb down and 454 lb up at 8-34, 626 lb down and 454 lb up at 1 D-3-4, 626 lb down and 454 lb
up at 12-34, 626 lb down and 454 Ito up at 1434, 626 lb down and 454 Ito up at 16-3-4, 6261b down and 454 lb up at 18-34, 626 lb down and 454 lb up at 20-34, 626 lb
down and 454 lb up at 22-34, 626 lb down and 4541b up at 2434, 62616 down and 454 lb up at 2634, 626 lb down and 454 lb up at 2834, 626 lb down and 454 lb up at
30-34, 626 lb down and 454 lb up at 3234. 626 lb down and 454 Ib up at 34-34, 626 lb down and 454 lb up at 363-4. and 626 lb down and 454 lb up at 3834, end 626
lb down and 454 lb up at 40-34 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: 1.7=-90, 7-8=-90, 8-14=-90, 1-15=-20
Concentrated Loads (lb)
Vert:1=-627(F) 22=-619(F) 24— 619(F) 21=-619" 19=-619(F) 53=-619(F) 54= 619(F) 55=-619(F) 56= 619(F) 57=-619(F) 58=-619(F) 60= 619(F) 61=-619(F)
63=-619(F) 65=-619(F) 66= 619(F) 67=-619(F) 68=-619(F) 69=-619(F) 70-619(F) 71=-619(F)
JOD
TMss
riuss I ype
Oly
ply
1593771-TREFElJNER-0AV
1593771
A02
Hip
4
1
Job Reference oDfiona
aw Qrs Fuss Source, Plain Giy, Ron a33566
SX6 = 5x8 =
Scale =1.75.5
6x12 MT20HS II 18 23 17 24
16 25
15 14 26 13
12
3x4 = 5x6 WB=
318 =
30 = 46 = 3x4 =
6x8 =
10-11910-8
7-8 5
3-15
45
10-i-0-0
9-3
I
I 8-2 I 7171
Plate Offsets MY)—
14:03-0,Edgel, 16:0341,0-2-01, r7:0-",0-2-81
LOADING (pso
SPACING 2-"
CSI.
DEFT.
in poc)
Vdel
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC
0.87
Ved(LL)
-OA216-18
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC
0.91
Vert(CT)
-0.7416-18
>684
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress ]nor YES
WB
0.93
Hoa(CT)
0.16 12
n/a
n/a
BCDL 10.0
Code FBC2017/rP12014
MatrixSH
Weight: 276 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP No.1, T1: 2x4 SP M 31
BOT CHORD 2x4 SP No.1 'Except'
83:2x4 SP No.2
WEBS 2x4 SP No.3'Except'
W4,W5: 2x4 SP No.2
OTHERS 2x4 SP No.3
SUMER Lett 2x8 SP 2400F 2.0E 3-11-4
REACTIONS. (lb/size) 1=2311/Mechanical,12=2311/Mechanical
Max Horz 1=396(LC 11)
Max Uphill 796(LC 12), 12=-605(LC 12)
BRACING
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc pur ins, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 5-16, 7-16, B-15, 8-13, 9-12
MTek recommends that Stabilizers and required crass bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (Ib) - Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=3849/1603, 2-19=5699/1608, 3-19=3668/1626, 3-4--3512/1573, 4-5-3446/1595,
5-20=-2698/1374, 6-20— 2676/1409, 6-21-2294/1376, 7-21-2294/1376, 7-8=-2563/1382,
8-22=-2566/1352,9-22= 2758/1349,11-12-276/263
BOT CHORD 1-18=-1370/3437, 18-23=-1198/8093,17-23=-1198/3093, 17-24-1198/3093,
16-24-1198/3093, 16-25-7412251,15-25=-741/2251, 14-15-946/2407, 14-26— 946/2407,
13-26-9462407, 12-13=-9122203
WEBS 3-18=-246/302, 5-18-115/501, 5-16=-1014/5811, 6-16-292(723, 7-16-1601445,
7-15=-222J632, B-15=492/358, 9-13— 2/478, 9-12-2895/1197
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=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; save=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-9, Intedor(1) 4-2-9 to 19-10-8, Extedor(2) 19-10-8 to
25-4-8, Interior(1) 31-4-1 to 42-03 zone; cantilever left and right exposed ;C-C for members and forces 8 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 psf bottom chord live load nonconcurrent with any other live loads.
6)' 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 =10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 GO lb uplift at joint(s) except Qt=lb) 1=796,
12=805.
LOAD CASE(S) Standard
truss
I ruse lype
1593771-TREFEUNER-DAY
1593T71
AMHe
1
1
Job Reference (optional)
a ers Firo Source, Plant Crty, Ronda 33566 6200 a Jun 12201 a M7 hdustries, ha Fri Jan 40854362019 Pagel
ID:rGbs0haH6ZJmbholc78TzypGH-hnUwOMPzC3jOmgsbhxj6MINGOUyhH17 wwual¢yoTE
8 1 13 /30.3 19.10 a 2r4-8_ _ 32-11-0 A, 5 _ -0-1
6-I 13 6.6.5 68S SE-0 743-e 7Lb lA]
6xl2 NIT20HS It
Sx6 = Sx8 =
s tr,r a 22
19 24 18 25 17 26
3x4 = 5x6 VVB= axe =
Stale =181.1
2
16 15 27 14 13 12
3x4 = 4x6 = 316 = 516 =
M MT20HS II
42-1-15
1a1-0 19-1a6 25-4-6 32-11-0 40.56 4isss
l al-e I 9-98 l Sfi0 l ]-a11 7$ 4� 171
oaa
Plate Offsets (X.Y)-
r4:030.Edae1. 16:030.0-2-01- F7:0-5-8.0-2<1,
19:0-3-O,Edgel
LOADING (psQ
SPACING- 24)-0
CSL
DEFL.
in (toe)
VdeO
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.85
Vert(LL)
-0.40 17-19
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.86
Vert(CT)
-0.7017-19
>716
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Ina YES
WS 0.81
Horz(Cn
0.15 12
n/a
n/a
BCDL 10.0
Code F1302017frP12014
MatrixSH
Weight: 276 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 31 'Except' TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc pudins, except
T3,T5: 2x4 SP No.2
end verticals.
BOT CHORD
2x4 SP No.1 'Except' BOT CHORD
Rigid ceiling directly applied or 5-2-8 oc bracing.
B3: 2x4 SP No.2 WEBS
1 Row at midpt 5-17, 7-17, 8-16
WEBS
2x4 SP No.3'Exwpt'
MTek recommends that Stabilisers and required cross bracing
W4,W5: 2x4 SP N0.2
be installed during truss election, in accordance with Stabilizer
OTHERS
2x4 SP No.3
Installation guide.
SLIDER
Left 2x8 SP 240OF 2.0E 3-11-4
REACTIONS.
(lb/size) 1=2311/Mechanical, 12=2311/Mechanical
Max Horz 1=389(LC 10)
Max Upliftl= 795(LC 12), 12=-806(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD
1-2=-3847/1601, 2-20---3683/1605, 3-20-3652/1623. 3-0=-0497/1571, 4-5=-M2(1593,
5-21- 269911367, 6-21- 2676/1402. 6-22_ 2286/1359, 7-22=-2286/1359, 7-23= 2448/1348,
8-23- 2621/1311. 8-9- 2621/1282, 9-10=-2894/1258,10-11-1125/461,11-12=-2320/930
BOT CHORD
1-19-1411/3418, 19-24=-1239/3077,18-24=-123913077,18-25= 123913077,
17-25-1239/3077, 17-26- 775/2226,16-26- 775/MS, 15-16-1001/2474,
15-27-1001/2474,14-27=-1001/2474,13-14=-475/1165
WEBS
3-19-242/300, 5-19=-1 l4/498, 5-17=-1016/591, 6-17= 304/727, 7-17= 161/444,
7-16=-151/532, 8-16-525/326, 8-14-381/d22, 1a14-577/1424, 10-13=-1877/897,
11-13=-899/2249
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=6.Opsf; BCDL-6.Opsf; h=25ft; B=45I; L-1211; eave=58; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 4-2-9, Interior(l) 4-2-9 to 19-10-8, Exterior(2) 19-10-8to
25-4-8, Interior(1) 31.4-1 to 40-5-8 zone; cantilever left and right 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) This Imes has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6)' This truss has been designed for a live load of 20.Opsf an 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) 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 joinl(s) except at -lb) 1-795,
12=806.
LOAD CASE(S) Standard
job
Truss
I fuss type
Fly
1593771-TREFEUNER-DAY
1593T11
A04
HP
1
1
Job Reference(oplionall
Builders Filet Source, Plant CM, Florida 33568 8200 a Jun 122018 M7ek indushies,Inc. Fri Jan 40855A12019 Paget
ID:rGbslGthaH6ZJmbhcic78rzypGH-VxsBgOUIavTAUIJk1 BgXIh7Nlp%F5_IOMSNDoOryoTB
_ _ 6-413 —13b3 9-�0-8 32-11-0 40.5$ 2-1-1
Et-13 G-03 665 Sd-0 ]d8 76-8 1-8-7
5x6 =
Sx8 =
44
12
Scale =1:802
is 1O w 11 L4 16 15 14 m zr la 12 11
ST1.5x8 STP= 314 = 5x6 V VB airs = 3x4 = 3z6 — Sx6 =
602 MT20HS= 46 = 3x8 MT20HS II
a2-045
10.1-0 19.1e8 I M 242-M 3b&14 4US8 4i6.15 10-1-0 I ssa I sso ITI s7-10 I s]-10 To3'�
aao
Plate Offsets MY)—
I5:0-3-0,0-2-01.16.0-5-8,0-241.18:0-3-0
Edoel
LOADING (psf)
SPACING 2-0-0
CSL
DEFL
in Voc)
Vdeg
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC
0.98
Vert(L-)
-OAO 16-18
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.33
BC
0.86
Vert(CT)
-0.69 16-18
>724
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress Incr YES
WB
0.88
Horz(CT)
0.14 11
n/a
Na
BCDL 10.0
Gods FBC2017/TPI2014
MatrixSH
Weight: 273 lb
FT=20M
LUMBER-
BRACING
TOP CHORD 2x4 SP ND.2 *Except*
TOP CHORD
T4: 2x4 SP M 31, T5:2x4 SP No.t
BOT CHORD
BOT CHORD 2x4 SP No.1
WEBS
WEBS 2x4 SP No.3'Except'
W6,W7,W8: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (Ib/size) 19=2303/0-8-0 (min. 0-2-11). 11=2303/1V!echanical
Max Hom 19=372(LC 10)
Max Upliftl9=-793(LC 12), 11=-802(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-20--596/365, 2-20=437/372, 2-3=384/384, 34=3531/1590, 4-21=-2674/1357,
5-21--2651/1392, 5-6=-2270/1353, 6-22=-2438/1339, 7-22=-2613/1302, 73= 2469/1183,
8-9=-2717/1158, 9-10= 1098/471, 1-19=494/388,10-11-2256/954
BOT CHORD 18.19_ 1416/3430,18-23=-1218/3042,17-23— 1218/3042,17-24=-1218/3042,
16-24-1218/3D42, 16-25-766/2230,15-25= 766/2230,14-15= 1009/2447,
14-26=1009/2447, 26-27-1009/2447,13-27-1009Y2447,12-13-484/1141
WEBS 3-18=-274/334, 4-18-131/551, 4-16-980/568. 5-16-292f708, 6-16-174/424,
6-15=-143/569, 7-15---491/348, 7-13— 49M62, 9-13=-498/1385, 9-12-1924/870,
Structural wood sheathing directly applied, except end verOcals.
Rigid ceiling directly applied or 5-1-6 oc bracing.
1 Row at midpt 4-16, 6-16, 7-15
2 Rows at 113 pis 3-19
MTek recommends that Stabilizers and required cross bracing
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=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsh BCDL=6.Opsf; h=2511; B--458; L=42f ; eave=5h; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-1-12 to 44-5, Interi0r(1) 44-5 to 19-1041, EMedor(2)19-10-8 to
254-8, Interior(1) 314-1 to 40-5-8 zone; cantilever left and right exposed ;C-C for members and forces 8 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 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-" tall by 2-0-0 wide will fit
between the bottom chard and any other members, with BCDL=10.0psf.
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)19=793,
11=802.
LOAD CASE(S) Standard
"00
Truss
Inus type
ISWTr1-TREFE ER -DAY
1593T71
A05
Hip
6
1
Job Reference o 'on
aumersF Source, Plant Dity, Fbnaa 3356a tltVea Jun lL'401tl Fv lex mausags, he Fn Jan 40U5U82019 Pagel
ID:rGbslGthaH6ZJmbholc78TzypGHoHrg9pZ782MAggL4y9SA49vb2dxaE7m2zRZ4XUzyoT1
_O�BA 7-0-14 14.115 2LY0438
OA'1]- 64Lid I 611-1
i
618 =
a rnr
6x8 =
ST1.5x8 STP= 3x6 = 5x6 WB= 3x = 3x8 = 3x8 = 3x6 — ST1Sx8 STP= 5x8 11
2x4 It 4x12 If
6x8 =
,S-?'_ 0T-fF�X7
Plate Offsets (X,Y)—
11:0-2-11,0-2-01, f3:0S-QEdoel.15:0-54,03-01,
f9:0-5-12.Edoel,
f11:0-0.13,Edeel, fl l:0-0-9.1-241,
f11:0-1-1.0-0-101. 115:0-3-8.0-1-81
LOADING (psQ
SPACING. 2-M
CSI.
DEFL
in (loc)
Well
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.85
Vert(LL)
-0.3618-20
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.82
Vert(CT)
-0.6518-20
>777
180
BCLL 0.0 •
Rep Stress Incr YES
WB 0.93
Horz(CT)
0.13 12
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
MatdxSH
Weight: 338 lb
FT=20%
UUMBER-
BRACING -
TOP CHORD 2x6 SP N0.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 2-8-2 oc purlins.
T6,T1: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-6-9 oc bracing.
BQT CHORD 2x4 SP No.2 *Except*
WEBS
1 Row at midpt 4-18, 5-16, 7-16, 9-15, 2-21
B1,B2: 2x4 SP No.t
MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 *Except
be installed during thus erection, in accordance with Stabilizer
W5,W6:2x4 SP No.2
Installation guide.
OTHERS 2x4 SP No.3
WEDGE
Right: 2x8 SP 240OF 2.0E
REACTIONS (lb/size) 12=315910-8-0 (min. 03-12), 21-2390/03-0 (min. 0-2-13), 11=33/0-8-0 (min. 0-1-8)
Max Horz21=453(1_C 10)
Max Upliftl2= 1100(LC 12). 21=391(LC 12), 11=31(LC 23)
Max Grav 12=3159(LC 1), 21=2390(LC 1), 11=103(LC 22)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-22-489/4 2-22=420/0, 23=3409/1481, 3-23--3291/1511, 4-23=3176/1513,
45= 2542/1349, 5-24-2016/1290, 2425=-2016/1290, 6-25=201611290, 6-26— 2409/1295,
7-26=-2422/1254, 7-8— 2310/1164, 8-9= 2486/1141, 9-27=-433/1144, 10-27=436/1033,
10-11—207/652
BOT CHORD 1-21=01386, 20-21= 1223t3376, 2G-28-1050/3043,19-28= 1050/3043, 19-29=-1050/3043,
18-29-1050/3043, 17-18---626/2331, 17-30=-6262331, 1630= 626/2331, 16-31-742/2l l7,
1531-742/2117, 11-12= 53Z/235
WEBS 2-20=-222/294,4-20=-57/457,4-18=-1031/609,5-18=-345/1030,5-16=-522/210,
6-16=-226/580,7-16=-312/270,7-15=-647/425,9-15= 853/2134,9-12=-2916/1247,
10-12=-642/474, 2-21=3323/1628
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=6.Opsf; BCDL=6.0psf; h=25ft; B=45ft; L-51it; eave=6ft; Cat 11;
Exp C; Encl., GCpi=0.18: MW FRS (directional) and C-C Extedor(2) 0-" to 5-1-5, Interior(1) 5-1-5 to 21-3-0, Exterior(2) 21-3-0 to 26-9-0,
Interior(1) 33-11-11 to 41-10-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) All plates are 4x6 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads.
6) • 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=10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=11b)
12-1100, 21=891.
LOAD CASE(S) Standard
0
1
russ
1russ lype
1593]r1-TREFELIIIER-DAY
1593]11
A06
Hp
4
1
Job Reference o bona
Guiders Feat source, Plant Gty, Reads 33566 e.200 stun 12 201G MUTek Irxreables, InG Po Jan 40G55:172019 Pagel
ID:rGbslGthaH62Jmbholc78TzypGH-1 ogEl ugmOpUuPCXpzY6Hy3n9zr4wCPM1 LF3LTzyoSu
6-2-0 12-0.8 1]EA 24ae 30.6-0 32-]-8 36-10-15 41-10-8
SE-0 610.G SFO -1 61}O 6Oe 1-i1-8 b3-] 4-11-9
5xe =
STI Sxe STP=
WG
1
23
5x6 = 4.6 C
426 c
16 15 13 12 ST15x8STP=
2x411 3x6— ST15xe STP=
Ex8 = 3x8
Scale =1:832
Plate Offsets MY)—
13:D-6-0,0.2-81, f4:030.0-2-0l, fl
l:0.0-13,Edael,
fl
l:0-0-1.1-3-01.111:0-1-1,0-0-21,
f17:0-5-8,0-4-01
g a
LOADING (pst)
SPACING. 2-M
CSL
DEFL.
in Qoc)
Wall
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC
0.77
Ved(LL)
-0.13 11-12
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC
0.55
Vert(CT)
-0.2811-12
>472
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB
0.90
Horz(CT)
-0.06 23
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
MatrixSH
Weight: 3051b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-11-2 oc pudins, except
BOT CHORD 2x4 SP No2 *Except*
end verticals. 3x12 MT20HS II 3xe If axe =
B3: 2x4 SP No.3
BOT CHORD
Rigid ceiling dinrAylppplied or 64M oc bracing. Except:
WEBS 2x4 SP No.3 *Except*
1 Row at midpt 5-17
WI: 2x6 SP No.2
WEBS
1 Row at midpt 2-19, 3-18, 5-18, 6-15
WEDGE
M7ek recommends that Stabilizers and required cross bracing
Right: 2x8 SP 2400F 2.0E
be installed during truss erection, In accordance with Stabilizer
-
Installation guide.
REACTIONS. fib/size) 13=2644/0-8-0 (min. 0-3-2), 11=32410-8-0 (min. 0-1S),
23=1576/0-8-0 (min. 0-1-8)
Max Horz 13=-341(LC 10)
Max Upliftl3= 955(LC 12), 11=-66(LC 12), 23=-553(LC 12)
Max Grav 13=2644(LC 1), 11=346(LC 22). 23=1576(LC 1)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-24-1620f766, 2-24— 1405f784, 2.3=-15611910, 3-25=-1263/911, 25-26=-1263/911,
4-26-1263/911,4-5=-1442/1013,5-27=-14841918,6-27=-1610/890,6-7--943/510,
7-8-10591491, 8-9-285/556, 9-10=-327/5D7,10-11---398/119, 22-23=-1576l758,
1-22-1519f787
BOT CHORD 19-20— 584/1354, 19-28= 46011281,18-28=-060/1281, 17-18= 568/1366, 14-15= &63/270,
13-14= 663/270, 12-13= &77/534,11-12=-40/340
WEBS 2-20=-082/343,3-19=52/303,4-18=-265/360,5-18=-041/420,15-17=-441/956,
6-17=-196/633, 6-15-1210/670, 8-15— 752/1813, 8-12— 181/562, 10-12= 734/522,
1-20=-619/1426, 8-13=-2583/1131
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.0pst BCDL=6.Opsf; h=258; B=45tt; L-428; eave=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) G-2-12 to 4-5-0, Intedor(1) 4-5-0 to 12-0-8, Extedor(2) 12-041 to
17-6.8, Interim(1) 235-9 to 32-7-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) Pmvide adequate drainage to prevent water pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
6)' This tmss 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.Opst.
7) Bearing at joints) 23 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verity capacity
of bearing surface.
8) Provide mechanical connection (by others) of Muss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11 except Ut=lb)
13=955,23=553.
LOAD CASE(S) Standard
Joe
ws5
russ ype
1593T/1-TREFFIINER-0AV
1593771
A07
Hip
6
1
Job Reference(optionall
Succors FM Source, Plant City, Florida 33566 8200stun122el8f.NTeklnd s5iss,Inn Fri Jan 408di5232m9 Pagel
ID:rGbslGthaH67Jmbholc?8TzypGH-s9BVbd1(c1F277?zKpDhBK1 AWg7EFwjFOHiNY6ryoSo
F2-0 12-04
56-e 1i108 E-5171--113712 15
-0-18 30. 6
2 13-7 IA0— ---
Scale =1:832
5x8 =
5x6 = 5x6
6.00 FIT
324
45
ax4 G
26 3x4 C
STi.5x8 STP= Yd
6
Sx8 G
7
7
1
4
4.00[12
j
a
66k8
0
9
c� 20 19
18 27
17 6x8 =
11
11
HW2 Ib
i 3xs
22— = 3x6 =
axa =
3xe =
11N
tg
15
14
12 6x8 =
STI51S STP=
2c4 II
518 = 3,6 —
STI.6x8 STP= 3x6
3x8 II
2x4 II
3x12 MT20HS II
41.108
3C-00
41-2.0
a2-0
12A8 1]$8
66 2 7-12
32.7.8
33-".
40- -0 40G0, ,
bl
5108 I 569
5-1 611-12
I 6-11-12
506�
E1r-0 OWOf�{i�
Od-o
0ae
Plate Offsets(XY)—
13:0-6-0.0-2-81.14:030.0-2-01 T8:0-5-12.OS-0I
110:0-0-13.Edge1.
110:0-0-1,1ad1 (10:0-1-10-0-21
116:0-6-40-4-01
LOADING (psf)
SPACING- 2-M
CSL
DEFL
in (1oc)
Vdeg
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.83
Vert(LL)
0.12 15
>999
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.55
Ved(CT)
-0.21 14-15
>999
140
180
MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.85
Horz(CT)
-0.09 22
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
MatrixSH
Weight: 298 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 or 6-0-0 oc bracing.
B3: 2x4 SP No.3
WEBS
1 Row at micipt 2-18, 3-18, 3-17, 5-17
WEBS 2x4 SP No.3 *Except*
MTek recommends that Stabilizers and required cross bracing
WI: 2x6 SP No.2
be installed during truss erection, in accordance with Stabilizer
WEDGE
Installation guide.
Right: 2x8 SP 240OF 2.0E
REACTIONS. Ob/size) 11=2699/0-8-0 (min. 02-0), 10=6610-8-0 (min. 0-1-8), 22=177910-8-0 (min. 0-1-8)
Max Horz11=341(LC 10)
Max Uplift11=-975(LC 12), 10= 24(LC 21), 22=626(LC 12)
Max Grav 11=2699(LC 1), 10=96(LC 22), 22=1779(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-23=-1854/868, 2-23— 1639/885, 23=-1870/1043, 3-24= 1667/1085, 24-25-1667/1085,
4-25=-166771085,4-5— 1902/1224,5-26=-2022/1142,6-26= 2172/1109, 6-7= 15907799,
73=-1843/777, 8-9=-548/1047, 9-10=326/569, 21-22=-1779/846,1-21= 1722/875
BOT CHORD 18-19-672/1564, 18-27=579/1556, 17-27=-57911556, 16-17— 779/1819, 5-16=-219/516,
10-11= 469/346
WEBS 2-19=-580/d84, 3-17=-167/375, 4-17=392/580, 5-17"69/644, 14-16=-753/1615,
6-16---66/372,6-14= 1000/611,8-14---695/1648,8-11=-2417/1088,9-ll=-614/441,
1-19-716/1657
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=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=42ft; save=5ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-2-12 to 454, Interior(1) 4-5-0 to 12-03, Extedor(2) 12-0-8 to
17-6$ Intedor(1) 23-5-9 to 32-7-8 zone; cantilever left and right 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 pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 wig Td
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 100 lb uplift at joint(s) 10 except (jt=1b)
11=975,22=626.
LOAD CASE(S) Standard
o
run
cuss ype
" n1-mFtewuER-0nv
1593n1
Aae
Hip
2
1
'on
Job Retemnce
BUAtlers Fuss Source, Plant City, Florida 33566
Sx8 =
dx6 =
3 on 91A
4A
STI.5x8 STP= 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = Sx6 =
3x6 II 3X = 3x6 II
3eao
62-0 12-0b 1]tiA 2S1U ffiJ-a 23-9-0
na0
Scale =1.69.5
Plate Offsets MY)—
13:0-6-0.0-2-81, f4:03-4.0-2-01
LOADO4G (pst)
SPACING- 2-M
CSL
DEFT..
in (loc)
I/deO
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.81
Vert(LL)
-0.1311-13
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.68
Ved(CT)
-0.2411-13
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.97
Horz(CT)
0.06 9
n/a
n/a
BCDL 10.0
Code FBC2D177TPI2014
MatrixSH
Weight: 2471b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2'Exmpt*
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
T3,T4: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 6-11-1 oc bracing.
BQT CHORD 2x4 SP No.2
WEBS
1 Row at midpt 3-15. 5-13. 1-17
WEBS 2x4 SP No.3'Except'
M7ek recommends that Stabilizers and required cross bracing
W5,W6: 2x4 SP No.2
be installed during truss erectian, in accordance with Stabilizer
Installation guide.
REACTIONS pb/size) 17-1872/0-" (min. 0-2-3), 9-1872IMechanical
Max Horz 17--279(LC 10)
Max Upliftl7"63(LC 12), 9=-634(LC 12)
FORCES. (Ib) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown.
TOP CHORD 1.18=-1498/693, 2.18=-1360/712, 2-19=-1669/925, 3-19-1535/954, 3-20— 1510/1005,
20-21=-1510/1005, 4-21=-1510/1005, 4-22= 1686/983, 5-22— 1859/947, 5-6=-1995/968,
6.7=-2250/944, 7-8=-919/361,1-17= 1817/885,8-9— 18897722
BOT CHORD 16-17= 262/295,16-23=-037/1411,15-23=-437/1411,15-24=-414/1466, 14-24=-414/1466,
13-14=-414/1466, 12-13-719/1898, 12-25— 719/1898,11-25= 71911898, 10-11=374/955
WEBS 2-16=-8341485, 2-15-651343, 3-13=-199/459, 4-13-771d02, 5-13-638/369,
7-11=380/1021, 740-15107722, 1-16=-647/1557, 8-10= 705/1845
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=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=34ff; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; M W FRS (directional) and C-C Exterior(2) D-1-12 to 3-6-15, Intedor(1) 3-6-15 to 12-0-8, Exterior(2) 12-03 to
22-4-12, Interior(1) 22-4.12 to 32-7-8 zone; cantilever left and right exposed ;C-C for members and tomes & MW FRS for reactions
shown; 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)' 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=10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Gt=ib) 17=663,
9=634.
LOAD CASE(S) Standard
0
lusa
I mss type
Fly
1593771-TREFELWER-0AY
1593771
A09
Rip
1
1
Job Reference (national)
W Oare Fear Sauna, Rant City, Froriela W566 8201354M 122018 M IGK INJUMAes, Nc Moan 4 Ue:b5:3e Lu19 Pagel
ID:rGbslGthaH6ZJmbholc78TzypGH-_gT01 OvhYftCB7Ufb2ykD33L "Umon_9PoLZWszyoSb
-0-14 1b&15 _ a1�7b 26 30.9-8 41-18-043&8
68-14 "1-1 611-1 SE-0 16 7-68 1-&8
5x8 =
Sx6 =
a._
ST1.5x8 STP= 3x4 = 4x10 MI'N7HS= 3X4 = axe = 4x6 = 34 = 5,6 =
46 G
Scale -1:80.5
3x8 Mr2OHS II
t-6e 4368
tie 11512 9•s•4 215-0 P690 3438 atno-0 a2nod ,
I s9.4 I saa f 7se I Ise
nsn aea
Plate Offsets DLY)-
15:0-5A.D-2AI, 16:01 r8:0-3-0.Edgel
LOADING (psQ
SPACING 2-0-0
CSL
DEFL
in (too)
VdeO
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC
0.98
Vert(LL)
-0.3916-18
5999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.33
BC
0.84
Ved(CT)
-0.7016-18
>724
180
MT20HS
187/143
BCLL 0.0 •
Rep Stress lncr YES
WB
0.97
Horz(CT)
0.15 11
n/a
n/a
BCDL 10.0
Code F13C2017/TPI2014
MalrixSH
Weight: 277 lb
FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
Structural wood sheathing directly applied, except end vergcals.
T2,T4: 2x4 SP No.1, T5:2x4 SP M 31 BOT CHORD
Rigid ceiling directly applied or 5-1-6 oc bracing.
BOT CHORD 2x4 SP No.1 *Except* WEBS
1 Row at midpt 4-16, 5-15, 7-15, 2-19
B3: 2x4 SP No.2
MTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3 *Except'
be installed during truss erection, in accordance with Stabilizer
W5,W6:2x4 SP No.2
Installation guide.
REACTIONS. Qb/size) 19=247010-0-0 (min. 0-2-15), 11=2304/Mechanical
Max Horz 19=392(LC 10)
Max Upliftl9=914(LC 12), 11=-802(LC 12)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-089/0, 2-20=-430/0, 2-3=3535/1502, 3-4=3323/1536, 4-21=-2688/1347,
5-21=-253311381,6-22=-2186/1326, 6-22=-2186/1326, 6-23— 2437/1339, 7-23=-2609/1302,
BOTCHORD
17-25=-1243/3094,
34, 14-27— 9942464,
WEBS 2-18-253295, 4-18=58/476, 4-16=-1003/574, 5-16=323/1017, 5-15=-440/164,
6-15=-248/656, 7-15-5291332, 7-13=377/319, 9-13-571/1409, 9-12-1871/896,
2-19_ 3468/1666, 10-12=-899/2246
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=6.Opsh SCOL-6.Opsf; h=25ft; B=45ft; L-44ft; save=51t; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-M to 4-4-4, Intedor(1) 4-4-4 to 213-0, Exterior(2) 21-3-0 to 26-9-0,
Interfor(1) 32-10-14 to 41-10-0 zone; cantilever left and right 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 pending.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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 Tit
between the bottom chord and any other members, with BCDL-10.epsf.
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 Ito uplift at joint(s) except (jt=lb) 19=914,
11=802.
LOAD CASE(S) Standard
�on
i rUSS
I Wes Lype
1593771-TREFELINER-DAY
1593771
A10
ALE
1
2
Job Reference (optional
MHUM rV6WUrW,Y 1 fill'/, no1Wa:1J6EE
e=1:863
0
I
ST1Sx6 STP=
4,6 =
3x4 G
23 22
4x6 = 4x6 =
777821 20 79 80 at 8129 83 84 18W
5X = 416 = 518 =
416 = Sx8 =
16 87 88 89 15 90 91 9214 13
416= 4x6= 5x6=
3x8 II
1-68 43-6-8
1 IT-b81 &l 0 A &I , 156311e 213�0 Z6% 351-% 3653611 4100�-I
Plate Offsets (X.Y)-
f3:0-1-9.0-1-81, f6:0-6-0,0-231. 17:03-0.0-2-01.
f13:Edee.0331
f47:0-1-15 0-1-01,
f51:0-1-15,0-1-01
LOADING (pst)
SPACING- 2-0-0
CSL
DFFL
in (loc)
Well
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.46
Ver(LL)
0.1416-18
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.49
Ven(CT)
-0.1516-18
>999
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.75
Horz(CT)
0.03 13
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
MatrixSH
Weight: 1015 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
ROT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3'Except'
W8,W9: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-73 oc pur ins, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (Ib/size) 24- 171"-0 (min. 0-1-0),13=1330/Mechanical, 4=5810/0-0-2 (min. 0-1-8)
Max Horz 24=391(LC 6)
Max Uplif 24=-056(LC 25),13=-2785(LC 8), 4= 3675(LC 8)
Max Grav24=538(1-0 16), 13=4466(LC 30), 4=6022(LC 29)
FORCES. fib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-171/264, 23=.844/1307, 3-0=579/1463, 4-5= 2252/1442, 5-6=3116/2103,
6.76=3251/2280, 7-76--3251/2280, 7-8=3687/2469, 8-9=-4547/2908, 9-10-4600/2917,
10-11=4688/290Z 11-12- 2110/1309, 12-13=-42022597
BOT CHORD 23-24=-874/811, 22-23=378/865, 22-77--1227/833, 77-78= 1227/833, 21.78= 1227/833,
21-79= 1227/833, 20-79=-1227/833, 2030- 1029/2028, 8031--10292028,
81-82= 10292028, 1932-10292028, 19-83-74432754, 83-84=-14432754,
8435=-14432754, 1835=-14432754, 17-18- 232313928,17.86= 2323/3928,
86-87=-2323/d928, 16-87=-2323/3928, 1638-2495/4108, 8839=-2495/4108,
15-89=-2495/4108, 15-90=-13112125, 90-91- 1311/2125, 91-92=-13112125,
14-92=-1311/2125
WEBS 2-22=-632288, 4-22=536/963, 4-20=-2633/4294, 5-20-1970/1189, 5-19=-745/1442,
6-19=419/286, 6-18-746/1264, 7-18=346/1191, 6-18=-1514/1030, 8-16=302/1191,
9-16=-268258, 9-15=457/317, 11-15= 13872323,11-14=-2891/1771, 2-24=-6031738,
12-14--2467/4993
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.
Bottom chards connected as follows: 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 GASE(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=6.Opsh BCDL=6.Opsf; h=25ft; B=45ft; L=44R; save=5ft; Cat. 11;
Fxp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL-1.60
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-M oc.
Continued on page 2
Job
I res5
I Was I yp0
15937e1-TREFFIINER-DAV
1593T/1
A10
GABLE
1
2
Job Reference logonalt
GuildersF Source, Plant CV, Florida M566 8200sJun122m6N6fek Ndus M h4 Fd Jan 40555582019 Pa9e2
ID:rGbslGthaH67Jmbhoic78TzypGH-LuokevAUMOf4pWAfltfLuBl_EPa4Myo7PTDgklazyoSF
NO�ES-
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
10)' 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.
11) Refer to girder(s) for truss to truss connections.
12) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=456, 13=2785, 4=3675.
14) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4.
15) Gap between inside of top chord bearing and first dagonal or vertical web shall not exceed 0.5001n.
16) Hanger(s) or other connection devices) shall be provided suf icient to support concentrated load(s) 332 lb down and 275 Ito up at 113-9, 3321b down and 2751b up at 13-3-9
, 332 to down and 275 lb up at 153-9, 332 lb down and 275 Ito up at 173-9, 332 lb down and 275 lb up at 193-9, 332 lb down and 2751b up at 213-9, 332 lb down and 275
Ib up at 233-9, 3321b down and 2751b up at 253-9, 332 Ib down and 275 Ib up at 273-9, 3321b doom and 275 Ib up at 29-3 9, 332lb down and 275 Ib up at 313-9, 332
lb down. and 275 Ito up at 333-9, 332 to down and 275 Ito up at 35-3-9, 332 lb down and 275 lb up at 373-9, 332 lb down and 275 lb up at 393-9, and 332 lb down and 275
lb up at 413-9, and 341 Ib down and 266 lb up at 43.4-12 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 (plQ
Vert: 1-6=-90, 6-7=-90, 7-11=-90,11-12= 90,1-13=-20
Concentrated Loads (lb)
Vert: 19=314(B) 13---323(B) 17=-314(B) 77--314(B) 78=-314(B) 79=314(B) 80=314(B) 82=314(B) 83=314(B) 85=314(B) 86=314(B) 87=-314(B) 88=-314(B)
89=314(B) 90=314(B) 91— 314(B) 92=314(B)
eI
ruse
Inuss lype
1593771-TBEFEUN.E.-DAY
1593T71
Bin
Common Sbuxual Gable
1
1
Job Reference o tiona
Builders Final Source, Plant City, Ronda 33566 8200 a Jun 122018 Wek lndustnes, I= Fri Jan 40856U52019 Page t
ID:rGbslGthaHMmbholc78TzypGH-eFjN61Gti2X49bC2ndzXUAmLPcPW5uk04ptbl gzyos8
hs-0 7-1-10 13-10-8 �20-7.6 2T7 i 6a-1a I saga I 7-1-m -'
Scale =1.67.7
18 17 16 15 14 13 12 11 10 W = ST15xe STP=
3a4 =
27-1-0
ilib ]3a 1330 169-0 26-0a 2ai827-&e
�li8H�1�1 (r9a I 3a0 I5Qe�3§0 b
oafi
Plate Offsets(XY)—
[1:0-1-12.0-1-B].f4:e5-0.0-1-01.17:0-0-0A-0-51.120:0-1-15.0-1-01.121:0-1-15.0-1-01123:0-1-15.0-1-01.125:0-1-15.0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in (loc)
VdeO
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.86
Vert(LL)
-0.15 8-9
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.72
Ven(CT)
-029 8-9
>625
180
MT20HS
1871143
BCLL 0.0 '
Rep Stress Incr YES
WB 1.00
Horz(CT)
0.01 8
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
MatrixSH
Weight: 235 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 *Except'
10-0-0 oc bracing: 8-9,7-8.
W2: 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
WEDGE
Installation guide.
Left: 2x4 SP No.3
REACTIONS. All bearings 12-2-0 except at=length) 8=0-8-0, 10-oS-8.
(lb) - Max Hom 18=-407(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 17, 10 except 15=527(LC 12). 8=395(LC 12). 18=-262(LC 12)
Max Grav All reactions 250 lb or less at joint(s)12,13, 14,16,17, 10 except 15-1411(LC 1), 8=1119(LC 1),
18=371(LC 21)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-44=-74/330, 25=-835/388, 3-45=-773/408, 4-45=-T/2/428, 4-06=-914/481,
5-46-914/461, 55=-978/440, 7-07-306/0
BOT CHORD 17-18=380/315, 16-17=380/315, 15-16-380/315,14-15=-431/275, 13-14=-431/275,
12-13=-431/275, 11-12=-431/275, 10-11-4311275,9-10=-031/275, 8-9= 200/794,
7-8=-0/274
WEBS 2-15-1423/717, 2-9-1531808, 4-9— 1801402, 6-9--631/432, 6-8=4000/591
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=6.Opst BCDL=6.Opsf; h=25ft; 8=45ft; L=28ft; save --oft; Cat. II;
Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-10-8, Exterior(2) 13.10-8 to
16-10-8 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
4) All plates are MT20 plates unless otherwise Indicated.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-" oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10 except (jt=lb)
15=627, 8=395, 18=262.
LOAD CASE($) Standard
�ob
Truss
truss lype
Dry
1593771-TREFEUNER-DAY
1593771
B02
Common
]Ply
3
1
Job Reference o 'on
.ram mm Jource. Plant ury. maoaaUSee 82UUSJun1zzUla MIeKtrWUsmeS,MC Fa Jan 40856:122019 Pagel
ID:rGbslGthaHGZJmbholc78TzypGH-wbelahLG3iQ5VfFOicbAgfZXgQpLE9FShP3TnnzyoSl
13-10E
GS10 I 681a I 6-1< I 6d-12 i
ST1.5x8 STP=
3x6 41
4x6 If
8.00 Fl2
3x4 = 3x4 = 3x4 =
rt
ST1Sx8STP=
6x8 =
t<-61x88 910-0 17-11-8 258E 264.8
i I &t-9 8.1.8 I ].M1n �0.A
Scale =159.7
Plate Offsets MY)-
11:0-0-0,M-51
LOADING (psf)
SPACING- 2-0-0
CSL
DFFL
in
(loc)
Well
Uri
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.85
Ved(LL)
-0.22
8-10
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.70
Vert(CT)
-0.31
8-10
>959
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.63
Horz(CT)
0.05
7
nfa
n/a
BCDL 10.0
Code FBC20171FP12014
MarxSH
Weight: 1551b
FT=20q
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
BOTCHORD
WEBS
REACTIONS. (lb/size) 11=1532/0S-0 (min. 0-1-13),7=1354/0-8-0 (min. 0-1-10)
Max Horz 11=381(LC 10)
Max UpliR11=597(LC 12). 7= 468(LC 12)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-17001725, 3-13— 1637/746, 4-13--16377766, 4-14=-1686/811, 5-14=-17421774,
5-15=-424/299, 6-15=-474/275, 6-7=-489/317
BOT CHORD 10-11=-023/1473, 10-16-112/991, 9-16=-112/991, 9-17= 112/991, 8-17=-112/991,
73=394/1268
WEBS 2-10=-549/407, 4-10-266/681, 4-8=3171751, 53= 554/424, 2-11= I6707777,
5-7— 1383/412
Structural woad sheathing directly applied, except end verticals
Rigid ceiling directly applied or 6-0-0 cc bracing.
1 Row at midpt 2-11, 5-7
MTek recommends that Stabilizers and required cross bracing
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=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsh BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0to 13-10-8, EMedor(2) 13-1"to
16-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 24)-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 Gt=lb) 11=597,
7-468.
LOAD CASE(S) Standard
e
Nee
N55 typo
1593711-TREFELINER-GAY
1593771
B03
COMMON GIRDER
1
p
3
tion
Jab Reletence oaft
Batlers First sauce. Nara City, Ronda 336M
Scale =1:59.9
ST1Sx8STP= 3x6 ,\ EA
5x8 = 5x8 /' 416 =
1002- 10xl2- 3x6 It S'n`^aSTP_
10x12 =
1-4-8. 5-93 9-4-10 13-10-8 1 17-115 1 22-03 1 25A$ 26-4,8
1-4-8 4.4-11
3-7-7 4-5-14
14-0-13
4-0-13
5T-5---CI8
Plate Offsets (Y Y)—
11:0-4-0 0-1-91,15:0-2-5 Edgel, 19:0-0-0
0-7-21, f10:0-4-80-1-81
111:0-6-0.0-5-81
F2:0-6-0.0-641 116:0-4-00-1-01
LOADING (psQ
SPACING- 2-0-0
CSL
DEFL
in (loc)
Vdefl
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.57
Vert(LL)
0.1411-12
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.53
Vert(GT)
-0.2111-12
A99
180
BCLL 0.0 '
Rep Stress In" NO
WB 0.93
Horz(CT)
0.06 9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
MatrixSH
Weight:7451b
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2'Excepl'
T3: 2x6 SP M 26
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SP No.3'ExcepY
W6: 2x8 SP 2400F 2.0E
SLIDER Right 2x8 SP 2400F 2.0E 2-75
REACTIONS. (lb/size) 9=15984/0-8-0 (min. 0d-7), 16=9213/0-8-0 (min. 0-2-9)
Max Horz 16=395(LC 24)
Max Uplift9=-6790(LC 8), 16=-45o6(LC 8)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 Vla) or less except when shown.
TOP CHORD 1-2= 2963/1406, 2-3= 13319/6607, 3-4=13206/6634, 4-5-13869l7032, 5-6= 17392/8301,
6-7-1720617993, 79=-19670/8660, 8-9= 19671/8579
BOT CHORD 1-16=-1059/2368, 15-16=d527/9463, 14-15=-4362/9194, 13-14=-5220/10988,
12-13=-5220/10988, 12-17=-5207/11188, 17-18-5207/11188, 18-19=-5207/11188,
19-20=-5207/11188, 11-20-5207/11188, 11-21=-6695/15549, 21-22-6695/15549,
10-22=-6695/15549, 10-23=5695/15549, 23-24=-6695/15549, 9-24=-6695/15549
WEBS 2-15=-869/536, 2-14=-1304/2244, 4-14=-1 433/932,4-12= 998/1206, 5-12= 5638/9753,
5-11=-2892r7788, 6-11-746/499, 7-11=-16451411, 7-10=-1091/3520, 2-16=-9676/4730
NOTES-
1) Special connection required to distribute bottom chord loads equally between all plies.
2) 3-ply truss to be connected together with 10d (0.131'4') 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: 2x8 - 4 rows staggered at 04-0 ac.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.
3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
4) Unbalanced roof live loads have been considered for this design.
5) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd-124mph; TCDL--6.Opsf; BCDL=6.Opst h=25ft; B=45ft; L=261t; eave=4B; Cat II;
Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
6) This truss has been designed for a 10.0 pat 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-" wide will fit
between the bottom chord and any other members, with BCDL =10.Opsf.
8) Solid blocking is required on both sides of the truss at joint(s), 9.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 9=6790,
16-4506.
10) Habger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8558 Ib down and 5338 lb up at
13-6-1, 2291 lb down and 825 lb up at 15-5.4, 2291 Ib down and 825 lb up at 17-5-4, 2291 Ib down and 825 It, up at 19-5-4, 2291 lb
down and 825 lb up at 21.5-4, and 2291 lb down and 826 lb up at 235-4. and 2283 lb down and 822 lb up at 25-5-4 on bottom chord.
The designtselection of such connection device(s) is the responsibility of others.
Continued on page 2
lUs:
I n6a I ype
1593771-TREFEMER-DAY
1593171
B03
COMMON GIRDER
1
3
Job Reference (oofionaD
eu+aers Fug ueun ,Plan) uw, mneaJ w
e.2eU a Jun 12201 a NL rak MgInes, NC Fe Jan 4WbB212919 Paget
ID:rGbslGthaH6ZJmbholcl8TzypGH-AKhOTmSwUYp42RBLGHYYR9z3wCregn111RbIzyoRu
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (pIQ
Vert:1-5=-90, 5-9=-90,1-9= 20
Concentrated Loads (lb)
Vert: 12= 8558(B) 18= 2291(B) 20 2291(B) 21= 2291(B) 22=-1291(B) 23=-2291(B) 24=-2283(8)
e
Msg
I ms5 Type
ply
1593771-TREFELINER-0AY
1593T71
cot
Comnnn supported Gable
1
1
Job Reference (optionaQ
tmdoers ruse source, rum cey, mnea;ia55a 8200 a Jun 12201869Tek McNeAhes, Inc. Fd Jan 40836282019 Pagel
ID:rGbslGthaH6ZJmbholc78TzypGHSgc4xAxlleRgQTrSezuwK1 DRdINZ_UApMMJKrzyoRn
--
12-&8
3x4 =
31 30 29 28 27 2625 24 23 22 21 20 19 18
3x4 =
1$
Scale =1:66.1
LOADING (psf) SPACING- 2-M CSI. DTFL in floc) Well Ltd PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.33 TC 0.16 Vert(LL) n/a - We 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 18 n/a n/a
BCDL 10.0 Code FBC2017frP12014 MatrixSH Weight: 174 lb F7=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-6-13 oc purling.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-24
• MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 24-0-0.
(lb) - Max Horz31=a90(LG 10)
Max Uplift All uplift 100 lb or less at joint(s) except 25= 113(LC 12), 27=-141(LC 12). 28=131(LC 12), 29=-124(LC
12), 30=-187(LC 9), 31--153(LC 8), 23= 113(LC 12), 22=-140(LC 12). 21= 133(LC 12), 20=-116(LC 12),
19=193(LC 12), 18=-130(LC 9)
Max Grav All reactions 250 lb or less at joints) 27, 28, 29, 22, 21, 20 except 24=424(LC 12), 25=255(LC 17).
30=348(LC 17), 31=372(LC 18), 23=253(LC 18), 19=325(LC 18),18=335(LC 17)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-258/242, 3-4= 239/272, 6-7=-275/301, 7-8=-379/427, 8-9=471/535, 9-10=471/535,
10-11--379/427, 11-12--275/301
WEBS 9-24---446/312, 4-30=260/219, 14-19= 260/219
NOTES
1) Unbalanced roof live loads have been wnsidered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45111t; L=27R; save=2ft; Cat. 11;
Exp C; Encl., GCpi=G18; MWFRS (directional) and C-C Comer(3) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 134.8, Comer(3) 134-8 to 164-8
zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSUTPI I.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable studs spawd at 2-M oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonwnwrrent with any other live loads.
7) • This truss has been designed for a five 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 113 lb uplift at joint 25, 141 lb uplift at joint
27,131 Ib uplift at joint 28.124 Ib uplift at joint 29,187 lb uplift atjoim 30,153 lb uplift at joint 31,113 lb uplift at joint 23,140 lb uplift at
joint 22,133 lb uplift at joint 21, 116 lb uplift at joint 20,193 lb uplift at joint 19 and 130 lb uplift at joint 18.
9) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
0
'oss
mss ype
1593771-TREFELINER-0AY
1593771
CO2
Cor n
3
1
Job Reference o bona
Butlders Fuss Source, Ram City, Florpa335a6 ID:rGbslGlhaH6ZJmbholc48TzypGH-HgzLCDc3uUBz82wc_D71QRJUIJD08Aikq OOdrizy19 oRh
M VIEW
G2-10 I 631d I 65-14 E10.10
4x6 II
8.OD 12
m
d
STI.5x8 STP= 3x4 =314 = 3x4 = ST1Sx8 STP=
3x6 p 3x6 Q
Scale=1:57.8
LOADING (ps'
SPAGNG
2-0-0
CSL
DEFL in
(toe) VdeO L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.77
Ved(LL) -0.19
9-11 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.66
Ved(CT) -0.27
9-11 >999 180
BCLL NO '
Rep Stress Incr
YES
WS 0.47
Horz(CT) 0.04
8 n/a n/a
BCDL 10.0
Code FBC20171TP12014
MatdxSH
Weight:1531b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc pudins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 2-12, 6-8
WEDGE
MTek recommends that Stabilizers and required cross bracing
Left: 2x4 SP No.3, Right: 2x4 SP No.3
be installed during truss erection, in acoordance with Stabilizer
Installation quids.
REACTIONS. (lb/size) 12=1471/0-8-0 (min. 0-1-12), 8=1471/0-8.0 (min.0-1.12)
Max Ham 12=-390(LC 10)
Max Upliftl2=-577(LC 12), 8= 507(LC 12)
FORCES- (lb) - Max. Comp./Max. Ten. - All forces 250 Ob) or less except when shown.
TOP CHORD 2-3-1617/686, 3-14=-1558/706, 4-14=-1556/726, 4-15= 1556/726, 5-15-1558/706.
5-6=-1617/686
BOT CHORD 11-12=-327/1412, 10.11=-31/956, 10-17=-31/956,17-18=57/956, 9-18-31/956,
8-9-528(1211
WEBS 4-9-257/647, 6-9=-516/389, 4-11=-254/647, 2-11— 516/3W, 2-12= 1610/749,
6-8-1610/749
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=6.0psf; BCDL=6.Opsf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0. Interior(l) 3-0-0 to 13-4-8, Fxtedor(2)134-8 to 164-8
zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL-1.60 plate gdp
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 20.0psf 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=10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 @ uplift at joint 12 and 507 lb uplift at
joint 8.
LOAD CASE(S) Standard
You,
nlaS
I n6a I ype _
1593T71-1PEFELINEP-0AY
1593771
003
CAMMGN GIROEP
1
3
Job Referent¢ (optional)
ata ' Mani Uay,
ST15x8 STP= 3x6 II
Sxe =5x6 �i
LOADING (pall
SPACING-
2-0-0
TOLL
30.0
Plate Grip DOL
1.33
TCDL
15.0
Lumber DOL
1.33
BCLL
0.0 '
Rep Stress Incr
NO
BCDL
10.0
Code Fl3C2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SP No.3'ExcepC
W6,W71: 2x4 SP No2
OTHERS 2x8 SP 2400F 2.0E
4x6 = 6x8 = 10xl2 =
7x10
740 = 14na = ST1Sx8 STP=
7x10 =
[;
Scale =11.682
CSL
DEFL
in (loc) Vdeg Ud
PLATES
GRIP
TC
0.63
Vert(LL)
0.1911-12 >999 240
MT20
244/190
BC
0.36
Vert(CT)
-0.2711-12 >999 180
WB
0.98
Hom(CT)
0.04 9 n/a n/a
MatrixSH
Weight: 634 lb
FT=20q
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-15
oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. Qb/size) 16=8715/0-8-0 (min. 0-2-6), 9.1452510-8-0 (min. 0-1-8)
Max Horz 16= 359(LC 6)
Max Upliftl6= 4352(LC 8), 9= 6359(LC 8)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-3160/1542, 2-3=-12583/6398, 3-4=-12466/6414, 4-5= 12904/6709, 5-6=-12896/6712,
6-7--16003f7632,7-8=-167110463,8-9=-12363/5548
BOT CHORD 1-16— 1169/2531, 15-16=-4345/8800,14-15=-4345/8800,13-14=-5094/10373,
12-13=-5094/10373, 12-17=-6097/13253, 11-17=-6097/13253, 11-18=-6112/13800,
10-18=5712/13800, 10-19=-1096/2545, 9-19= 1096/2545
WEBS 2-15=-1177/688, 2-14= 1229/2075, 4-14=-1036/693, 4-12=-832/909, 5-12= 7210/13811,
6-12=-4865/1729, 6-11= I79015514, 7-11 =-804/24,7-10= 2191754, 2-16=-8489/4215,
8-10=-5183/11632
NOTES-
1) Special connection required to distribute bottom chard loads equally between a0 plies.
2) 3-ply truss to be connected together with 10d (0.131'x3' nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated.
4) Unbalanced root live loads have been considered for this design.
5) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd-124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
6) This truss has been designed for a 10.0 psf bottom chord live load nonooncument with any other five loads.
7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-" wide will fit
between the bottom chord and any other members.
8) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4352 lb uplift at joint 16 and 6359 lb uplift at
joint 9.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9028 lb down and 5660 lb up at
13-6-1, 2291 lb down and 816 lb up at 15-5-4, 2291 lb down and 816 lb up at 17-5d, 2291 lb down and 816 lb up at 19-5-4, and 2291
lb down and 816 to up at 21-5-4, and 2291 lb down and 815lb up at 23-5-4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
Continued on page 2
40b
liuss
ruseype
159MI-MEFEUNER-DAY
1593M
CJA
Jack -Open Sauceval Gable
1
1
Job Reference (op6ona11
e era Fusl Source. Plant Gly, flomla W566
u. „ S7r1Sx8 STP=
1-4-8 a4
11-e-121 2-412 1
,-aa -a aa0
Scale =1:124
Plate Offsets MY)—
fl:0d-6.0-0-101
LOADING fast)
SPACING-
2-M
CSL
DEFL in
(loc)
VdeO
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.16
Vert(LL) 0.00
5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.16
Vert(CT) 0.00
5
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.08
Horz(CT) -0.02
3
n/a
n/a
BCOL 10.0
Code FBG2017/rP12014
Matrix-P
Weight: 101b FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
GOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-4-12 oc puriins.
BOT CHORD Rigid ceiling directly applied or 1O-U oc bracing.
MiTek recommends that Stabilizers and requlrsd cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. Ob/size) 3=-101/Mechanical, 4= 122/Mechanical, 5=480/0-8-0 (min. D-1-8)
Max Horz5=100(LC 12)
Max Uplift3= 101(LC 1).4=422(LC 1). 5= 211(LC 12)
Max Grav3-18(LC 12), 4=35(LC 8). 5=480(LC 1)
FORCES. Vb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 2-5=-281/286
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Dpsf; BCDL=6.Opsf; h=25R; B=45ft; L=24ff; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces
& MWFRS for reactions sham; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcuffent 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 3, 122 lb uplift at joint 4
and 211 lb uplift at joint 5.
LOAD CASE(S) Standard
gob
I n6s
I nas Type
1593M-1REFELINER-DAV
1593M
003
COMMONGIRDER
ILay
1
jPlY
3
Job Reference LoptionaQ
Bwldws Fast Sou , Plain City, Fbrida 33568
LOAD CASE(5) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33
Uniform Loads (plf)
Vert: 1-5=-90, 5-8=-90,1-9=-20
Concentrated Loads (lb)
Vert: 12=-9028(F) 11 --2291 (F) 10=-2291(F) 17=2291(F) 18= 2291(F)19=-2291(F)
8200 aJun 122018 MRPk NtlusVias, Nc Fri Jan 40856:422019 Page2
ID:IGbslGthaHSZJmbholc?8-rzypGH-2MSNIyi4?xCg5G%9Sv8CL _ojkW7oGdlta3K3g1zyoRZ
JOD
Ttuss
mss ype
15937r1-TREFELINER-0AY
1593771
WS
Jack-0pm
1
i
Job Reference o tion
ewlaem Fust Sautes. Plan) Gly, Rorida33565
STI-RxSSIP=
1-0-8 11d8, &2-t2 V11612
1<-B f J 1-61 I m-n
Scale -1:175
Plate Offsets (X,Y)-
11:0.4-6,0-G-101
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(fee)
Vcle0
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL US
TC 0.18
Ved(LL)
-0.00
4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.14
Ved(CT)
0.00
4-5
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.08
Horz(CT)
-0.02
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 14 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=53/Mechanical, 4=-12/Mechanical, 5-380/0-8-0 (min. 0-1-8)
Max Harz 5=162(LC 12)
Max Uplift3=-80(LC 12), 4=-14(LC 18), 5= 135(LC 12)
Max Grav3=78(LC 17), 4=31(LC 10), 5=380(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 2-5=-274/269
BRACING
TOP CHORD Structural mod sheathing directly applied or 3-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Mrrek 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=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; S=45ft; L-241t; eave=oft; Cat. 11;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-" to 3-10-0 zone; cantilever left and
fight exposed ;C-C for members and forces 8 MW FRS 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 noncancument 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 80 lb uplift at joint 3,14 lb uplift at joint 4 and
1351b uplift at joint 5.
LOAD CASES) Standard
JOD
Truss
nSs I ype
1593M-TREFFIINER-0AY
1593771
cuo
Jack -Open
1
1
Job Reference o liana
wavers MIwr Mce, n.l 4ay, Mnaa: DbC aloe Stun 12 Lmtlha ICK a1NlaVl¢e, me. rn Jan 4e8:58:582019 Pagel
ID:rGbslGthaH6ZJmbholc?8TzypGHc3lfpMsEymOcdirOUS#JACAxtYAQXoFkoKDzyoRL
0-8-0- "-12 - --
08-0 1 4-8-12 l
3
STl.5x8 STP=
2x4 II
1-b8 1H3-8 4-8-12 1 n-sa 1&152 l 1-48 3-0-4
[a
Scale -124,8
Plate Offsets (X.Y)-
f1:0-4-6.0-0-101
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL
in
(loc)
Well
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.37
Vert(LL)
-0.02
4-5
>999
240
MT20 244/190
TCOL 15.0
Lumber DOL 1.33
BC 0.24
Vert(CT)
-0.03
4-5
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.10
Horz(CT)
0.06
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 19 to FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
ROT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=130/Mechanical, 4=25/Mechanical, 5-43210-8-0 (min. 0-1-8)
Max Horz5=224(LC 12)
Max Upii 3-- 138(LC 12), 4=-10(LC 12), 5= 129(LC 12)
Max Gmv3=157(LC 17), 4=56(LC 3), 5=432(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-6= 334/258, 2-0=324/275
BOT CHORD 1-5= 246/304
WEBS 2-5=376/342
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc puriins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Mi fek 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=160mph (3-second gust) Vasd=124mph; TCOL=6.Opsf; BCDL--6.Opsf; h=25h; B=45ft; L=24ft; eave=4h; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-0 zone; cantilever left and right
exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3)' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 3, 10 lb uplift at joint 4
and 129 Ib uplift at joint 5.
LOAD CASE(S) Standard
40b
Truss
rUss type
ply
1593M-TREFELWER-0AY
159MI
CJD
Jack -Open
1
7
Job Reference (optional)
aueders rvsl Sawce, PIaN Cdy, Rorida33566
LOADING (psf)
TCLL 30.0
TCDL 15.0
BOLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SPACING-
2-0-0
Plate Grip DOL
1.33
Lumber DOL
1.33
Rep Stress Inc-
YES
Code FBC2017JTPI2014
92005Jun 1221118 h5Tak lndustries,be Fri Jan 409:5]A12019 Pa9a1
ID:rGbslGlhaHeZJmbholc78TzypGH-706Y$Sx7%ntUBUc3O�9 SxzeaBDRGgyXRZ?RzyoRG
Sde=1902
ST1bxe STP=
Us II
CSI.
DEFL in
(foe) VdeO Ud
PLATES GRIP
TC 0.75
Vert(LL) 0.08
4-5 >788 240
MT20 2441190
BC 0.49
Verl(CT) -0.11
4-5 >581 180
WB 0.13
Horz(CT) 0.14
3 n/a n/a
Matrix-P
Weight: 241b FT=20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M oc pur ins.
BOT CHORD
Rigid ceiling directly applied or 9-1-14 oc bracing.
MiTek recommends that Stabilisers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation ouldo.
REACTIONS. (Ih(size) 3=197/Mechanical,4=54/Mechanical,5=501/0-0-0 (min. 0-1-8)
Max Horz 5=286(LC 12)
Max Uplift3=192(LC 12), 4= 12(LC 12), 5-130(LC 12)
Max Grav3=228(LC 17), 4=91(LC 3), 5--501(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown.
TOP CHORD 1-2=-429/367
BOTCHORD 1-5=-309/368
WEBS 2-5=500/429
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf BCDL=6.Opsf1 h=25ft; B=45ft; L=24ft; eave=4tt; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0to 6-10-0zone; cantilever left and
right exposed ;G-C for members and forces & MW FRS 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 nonconcument with any other live loads.
3)' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 3, 12 lb uplift at joint 4
and 130 lb uplift at joint 5.
LOAD CASE(S) Standard
0
ruse
n66 type
1593nl-TREFELINER-0AY
1593771
WE
Jadc-0pen
1
1
Job Reference o tion
Bustlers Post Sou .Plan)CHy.F nda 33566
2x4 =
Scale -19.6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in
(loc)
Vdefl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.08
Ven(LL)
-0.00
1
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.03
Vert(CT)
-0.00
1
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
1
n1a
Na
BCDL 10.0
Code FBC2017rrP12014
Matrix-P
Weight:5 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (Ib/size) 1=88/Mechanical, 2=72/Mechanical, 3=16/Mechanical
Max Hom 2=54(LC 12)
Max Upliftl=-05(LC 12), 2=-25(LC 12)
Max Grav1=88(LC 1). 2=72(LC 1), 3=32(LC 3)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 260 (lb) or less except when shown.
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
Installation outdo.
NOTES-
1) Wind: ASCE 7-10; Vult=i 60mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=O.t 8; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL-1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chord live load nonconcuvent 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 45 lb uplift at joint 1 and 25 lb uplift at joint 2.
LOAD CASE(S) Standard
Job
pruss
russ I ype
/593T/1-TREFELINER-DAY
15937/1
CJF
Jark-Open
1
1
Job Reference o tiona
Builders Fuet Source, Plant City, FMrida 33566 B200 s Jun 122918 ATek hdrs!Oln, ha Fri Jan 4 0857:11 2019 Page 1
ID:rGbsMaH67)mbholc?8TzypGH4)ikri3G"kFjfV9075VnHD5FZzw8F4s5MsrycR6
_0-8-0 4-"
Scale -1:15.1
1-48 91411g-8 F 3.7-8 I 438
' 1-48 64-0 1-11-0 0.&0
Plate Offsets (X Y)-
f1:0-0-15.Edgel
LOADING lost)
SPACING-
2-0-0
CSL
DEFL in
(too)
Well
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TO
0.19
Ven(LL) -0.00
4-5
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC
0.12
Vert(CT) 0.00
4-5
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.12
HoR(CT) -0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Weight: 15 to FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 3=74/Mechanical,4-1/Mechanical, 5=390/0-8-0 (min. 0-1-8)
Max Horz 6=135(LC 12)
Max Uplift3= 70(LC 12). 5— 175(LC 12)
Max Gmv3=85(LC 17), 4=28(LC 10), 5-390(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-261/108
BOT CHORD 1-5=-94/259
WEBS 2-5=287/387
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc puriins.
BOT CHORD Rigid ceilingdirectly applied or 10-" ac bracing.
MTek recommends that Stabilizers and required cross brecing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=451t; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-M to 3-0-0. Interior(1) 3-0-0 to 4-2-12 zone; cantilever left and
right exposed ;C-C for members and forces 8 MW FRS 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 nonconcument 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 3-641 tell by 2-G-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for buss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 3 and 175 Ib uplift at joint
5.
LOAD CASE(S) Standard
ms5
n159 I ypa
1593M-1REFWNE AV
1593771
r1
CJG
Jark-0p an
1
Job Reference (optional)
BWtlers FW Source, Rant C ly, Fbrds 33568
ST1.5x8 STP=
3x6 II
Scale: 10.1'
LOADING (pso
TCLL 30.0
TCDL 15.0
BCLL 0.0 '
BCDL 10.0
SPACING-2-0-0
Plate 'rip DOL 1.33
Lumber DOL 1.33
Re Stress Incr VES
Code IBC2017/TPI2014
I CSL
TC 0.72
BC 0.43
WB 0.16
MatrixSH
I
DEFIL T1 in
VertLL0.06
Vert(CT) -0.07
Horz C -0.07
(loc) Udell Ud
4-5 >999 240
45 >934 180
3 n/a n/a
I PLATES GRIP
MT20 244/190
Weight: 23lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purbns.
BOT CHORD 20 SP No.2
BOT CHORD
Rigid ceiling directly applied or IG-0-0 oc bracing.
WEBS 2x4 SP No.3
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ih(size) 3-199/Mechanical, 4=55(Mechanical, 5=504/043-0 (min. 0-1-8)
Max Horz5=218(LG 12)
Max Uplift3=-154(LC 12), 5=-186(LC 12)
Max Gcav3=204(LC 17), 4=92(LC 3), 5--504(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-416/184
BOTCHORD 15_ 142/331
WEBS 2-5=-071/536
NOTES-
1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B--45ft; L=2411; eave=4ft; CaL 11;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intmor(1) 3-0-0 to 6-10-12 zone; cantilever left and
right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 psf bottom chard 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-M 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 154 lb uplift at joint 3 and 186 lb uplift at joint
5.
LOAD CASE(S) Standard
ion
Truss
Inuss type
Ply
1593M
CJH
Jack -Open
1
=1�
awlEers Fuss Source, Hart City, Fbritla 33556 82G slim 63HBY w6l GOOF es, mn Fn Jan OvSpc 1 Hdh Page 1
ID:RSbsIGIhaHBZ S-7-8-c78TzypGH-Ps163HBYpw61HG0eEbLMZLY+PGFNWSpcYeHtlhHzyoOy
Scale =1 a1.1
ST7.5x8 STP= 3x4 =
3x6 II
LOADING lost) SPACING- 2-" I CSI. DEFL in (loc) Well Ud PLATES GRIP
TCLL 3D.0 Plate Grip DOL 1.33 TC 0.54 Ved(LL) -0.13 6-7 >742 240 MT20 244/190
TCDL 15.0 Lumber 1 1.33 BC 0.58 Vert(CT) -0.22 6-7 r416 180
BCLL 0.0 • Rep Stress lncr YES WB 0.22 Horz(CT) -0.06 4 n/a n/a
BCDL 10.0 Code FBC2017/rPI2014 MatrixSH Weight: 39 to FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation ouida.
REACTIONS. Qb/size) 4=196/Mechanical, 7=639/0-0-0 (min. 0-1A), 6=218/Mechanical
Max Horz 7=301(LC 12)
Max Uplift4=-139(LC 12), 7=210(LC 12), 6=-88(LC 12)
Max Gmv4=196(LC 1), 7=639(LC 1), 6=233(LC 17)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=525/0, 2-8=-042/92, 3-8=-390/107
BOTCHORD 1-7-0/32116-7=-367/345
WEBS 2-7= 396/455, 3-6=-087/413
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25f ; B-45ft; L=24ft; eave=4ft; Cat 11;
Exp C; Encl., GCpi=0.18; M W FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0. Interior(1) 3-0-0 to 9-6-12 zone; cantilever left and
right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 Ind bottom chord live load nonconcuaent with any other live loads.
4) • 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.
5) Refer to girders) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 in uplift at joint 4, 210 lb uplift at joint 7
and 88In uplift at joint 6.
LOAD CASE(S) Standard
Job
Im65
Inuss lype
Pry
1593771-TREF6LIN ER-0AY
1593771
oel
Common Supported Gable
1
1
Job Reference o tiona
Guilders Feel source, Plant Oily, Florida 33566
LOADING (psq
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
OTHERS 2x4 SP No.3
4x6 =
3x4 = 3x4 =
17 16 15
3x4 =
SPACING-
2-0-0
Plate Grip DOL
1.33
Lumber DOL
1.33
Rep Stress [nor
YES
Code FBC2017frPI2014
14 13
12 11
10
4
Scale =1 :34A
CSL
DEFL
in (foe) Vdefl Ud
PLATES GRIP
TC 0.15
Ved(LL)
n/a - Na 999
MT20 244/190
BC 0.18
Vert(CT)
r/a - n/a 999
WB 0.17
Hoa(CT) 0.00 10 n/a r/a
MatdxSH
Weight: 83 lb FT=20%
BRACING.
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 cc purlins.
BOT CHORD
Rigid ceiling directy applied or 6-M be bracing.
MiTek recommends that Stabilizers and required cress bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-4-0.
(lb) - Max Horz 17 233(LC 10)
Max Uplift All uplift 100 lb or less at joints) except 14=-142(LC 12), 15=-150(LC 9), 17=-250(LC 12), 12=-125(LC
12). 11=-161(LC 12), 10=477(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except 13=340(LC 1), 14=253(LC 21). 15=308(LC 17), 17=332(LC
21), 12=263(LC 22). 11=303(LC 18), 10--332(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 5-13= 302/29, 2-17= 263/249, 8-10= 263/249
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=6.0pst BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II;
Exia C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-0-0 to 3-0-0, Extedor(2) 3-M to 8-03, Comer(3) 8-0-8 to 11-0-8
zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
4) All plates are 2x4 MT20 undess otherwise indicated.
5) Gable studs spaced at 2-M oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
7) • This buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 142 Ib uplift at pint 14, 150 lb uplift at joint
15, 260 lb uplift at joint 17,125 to uplift at joint 12,161 lb uplift atjoint 11 and 1771b uplift at joint 10.
9) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
0
nlss
I m65 lype
FVTRFA
002
common
1
1
o onoJobReference
6uklers Rust source, Plant City, Ro dda 33566 820U sJun 122m81NTek Mauston Inc. Fri Jan 4 08:57322019 Pago 1
ID:rGbslGthaH6ZJmbholc78TzypGH-bUGN2JRDP&ZyMmbPl=XILHgB2 PeE4rSia8zyoOn
0-8-0 42-10 B-06 11-/06 --tG+s
'0e-0 3610 I 39-id I 39-1d I —4 0 l
4.6 =
CT
ST7.5x8 STP= - 3xe = ST1.5x8 STP=
3x6 4 3x6 \\
Is"
1 1-68 846 14a-9 Mil
p-&8 1Ft�a
' 1d8 6d-0 I 60�
Scale =1:36.4
Plate Offsets (X.Y)-
r1:6-0-6.0-0-21
LOADING (psQ
SPACING-
2-0-0
CSI.
OFFL
in
Qoc)
Vde0
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC
0.30
Vert(LL)
-0.03
6-7
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL
1.33
BC
0.35
Vert(CT)
-0.06
6-7
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.27
Horz(CT)
0.01
6
We
Na
BCDL 10.0
Code FBC2017/TPI2014
MatrixSH
Weight: 85 lb
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. Qb/size) 9=885/03-0 (min. 0-1.8), 6=885/O41-0 (min. 0-1-8)
Max Ho¢ 9= 233(LC 10)
Max Uplift9=-377(LC 12), 6=302(LC 12)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-680/283, 3-11=-043/306, 3-12=943/306, 4-12=-680/283
BOT CHORD 1-9= 140/283, 8-9=-120/611, 79= 120/611, 6-7 129/514, 5-6=-140/283
WEBS 3-7= 131/387, 2-9= 910/567, 4-6= 910/567
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o pudins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation outdo.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL--6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4f ; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-" to 3-D-0, Interior(1) 3-M to 8-0-8, Exterior(2) 8-0-8 to 11-0-8
zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp
DOL=1.60
3) This truss has been designed for a 10.0 lost bottom chord live load nonconcunent with any other live toads.
4) • 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 Ile uplift at joint 9 and 302 lb uplift at joint
6.
LOAD CASE(S) Standard
40D
Truss
inass lype
1593711-TREFMNER-0AY
1593A1
D03
Cammon
3
1
Job Reference (ootiona0
euildors First Sauce, Plant CM, Florida 33566
1
4x6 =
ST1.6xe STP= 6x6 = ST1.5x8 STP=
3x6 //
244 II
1-4-8 1r8.8 8-M 14-0$ 14-8-8
6-4-0
Scale =186A
Plate Offsets MY)-
11:0-0-6.0-0-21, f4:0S-8,Edael
LOADING (psf)
SPACING- 2-M
CSL
DFFL
in
(loc)
VdeO
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.91
Vert(LL)
-0.04
5-6
>999
240
MT20
2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.38
Ven(CT)
-0.08
5-6
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.28
Hom(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
MatnxSH
Weight: 79 lb
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOTCHORD
R-EACNONS. Qb/size) 5=705/0-8-0 (min. 0.1-8), 7-897/0-8-0 (min. 0-1-8)
Max Horz 7=-21 O(LC 10)
Max Uplift5=-243(LC 12), 7=-379(LC 12)
FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-9=-704/310, 3-9=-6"/333, 3-10=-615/289, 10-11=-619/266, 4-11-719/265,
4-5— 666/332
BOT CHORD 1-7= 150/290, 6-7=-192/599, 5-6=-172/290
WEBS 2-7= 924/583, 4-6=-04/324
Structural wood sheathing directly applied or 2-2-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cress bracing
be installed during buss 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=160mph (3-second gust) Vasd-124mph; TCDL=6.Opsf; BCDL-6.Opsf; h=25ft; B=45ft; L=24h; save --oft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-" to 3-D-0, Interior(1) 341-0 to 8-0-8, Exterior(2) 8-0-8 to 11-0-8
zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonconcument 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 243 lb uplift at joint 5 and 379 lb uplift at joint
7.
LOAD CASE(S) Standard
Job
N55
I rus9 I ype
1593711-TnEFELNER-DAY
1593771
D04
n
Comon Gkder
1
Joe
Reference o lion
Binders First Source, RNn Gty, Rpndaaasaa U2UU9JM 12 ZU1d M N eft MUUS .mG MJdn 4UUW:9 [ul`J reoO1
ID:rGbslGthaHBZJmbholc?8TzypGH-AgMrUEwbGln6OSCLHDUTSiSK UGbgllt rR4XzyoOZ
4-2-10— 8-06
3A-10
4x6 11
M It 1Ux12=
1-4-6 I 11-2-1I 14-0-84o-0 I 32
37
2-312
Scale =1-33.6
Plate Offsets (X,Y)-
rl:0-4-0,0-1-91. r5:1-2-15 Edgel,
16:0-0-0
0-2-121 r7:03-8
0-5-01
18:0-6-0.0-6-01
LOADING (psf)
SPACING- 2-M
CSL
DEFL
in
(too)
Ydefi
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC
0.44
Vert(LL)
0.07
7-8
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC
0.31
Vert(CT)
-0.10
73
>999
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB
0.94
Horz(CT)
0.01
6
n/a
n/a
BCDL 10.0
Code FBC2017/rPI2014
MatdxSH
Weight: 220 lb
FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x8 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except' BOT CHORD
W4:2x4 SP No.2, W8: 2x6 SP No.2
REACTIONS. (lb/size) 6=7333/0-8-0 (min. 0-3.1), 10=455810-8-0 (min. 0-1-14)
Max Ho¢ 10— 206(LC 23)
Max Upli(t6=3219(LC 8), 10= 2300(LC 8)
FORCES. (lb) - Max. Comp fMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2--1471/703, 23=-6174/3174, 3-4=5726/3179, 4-5= 7432/3409, 5E=-5757/2659
BOT CHORD 1-10= 516/1136, 9-10= 2019/4054, 8-9=-2019/4054, 8-11= 2753/6096, 7-11=-2753/6096,
7-02=-059/1048, 6-12=-059/1048
WEBS 2-9=-796/421, 2-8=-835/1339, 33---3333/6394, 43=-14921439, 4-7=433/1576,
2-10---4104/2067, 5-7= 2394/5267
Structural wood sheathing directly applied or4.5-14 oc purlins, except
end verficals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
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 be, 2x6 - 2 rows staggered at 0-9-0 be.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 03-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 be.
2) All loads are considered equally applied to all plies, except if noted as (rant (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 (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h-25ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL-1.60 plate grip DOL=1.60
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurtent 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 2k0 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 3219 lb uplift at joint 6 and 2300 lb uplift at
joint 10.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4310lb doom and 2805 lb up at
8-2-0, 2284 lb down and 822 lb up at 93-12, end 1852 lb down and 654 lb up at 11312, and 1852 lb down end 654 lb up at 133-12
an 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: 13=-90, 3-5=-90, 1-6= 20
Continued on page 2
Job
Imss 100
1593WI-TREFEUNER-DAY
1593771
Deb
Common GWw
1
2
Job Reference LopgonaD
emmers gust ware. Want cnY.
LOAD CASE(S) Standard
Concentrated Loads Qb)
Vert: 8=-431 D(F) 7=-1852(F) 11-2284(F) 12= 1852(F)
ID:rGbslGthaH6ZJmbholc78TzypGH�UxWAVsQa35iZ5 S1h7tC11G72Y6xha?ranryo"6Y
runs
liuss lype
1593771-TREFELINERUAY
1593771
E01
Roof Spedal Supported Gable
2
1
Job Reference o bona
Bwiders Friar Sowca, Plant Cry, FloMaW566 a.awu .1.ie cvie m,un,iuuauiw, u,ti n, .. r�o:ara<c�,a reyn,
ID:rGbslGthaH6ZJmbholcTeTrypGH-?ghgZUZ_WR0vV1 ucZcOdkldeBkuggUSAgylml _zyoOT
_B-O-a _ 1340-8— — —
0-8-0 l 7-4-0 5-10-8
13 12
10
124.7
LOADING (pso
TCLL 30.0
TCDL 15.0
BCLL 0.0 •
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Incr YES
Code FBC2017rrP12014
CSL
TC 0.81
BC 0.84
WB 0.16
MatdxSH
DEFL in floc) Well L/d
Vert(LL) n/a - n/a 999
Vert(CT) n/a - n1a 999
Horz(CT) -0.00 8 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 65 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation nuide.
REACTIONS. All bearings 12-6-0.
(to) - Max Harz 13=306(LC 12)
Max Uplift All uplift 100 lb or less at join(s) 8, 11 except 9=-100(LC 12), 10= l t 6(LC 12), 12=377(LC 1),
13= 234(LC 8)
Max Grav All reactions 250 to or less at Joint(s) 8, 10 except 9=316(LC 1), 11=384(LC 1).
13=1009(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-14= 510/189, 2-14=-501 /196, 2-3=-430/113, 3-4=380/137, 45=342(103
BOTCHORD 1-13=178/537
WEBS 6-9= 2351339, 4-11=-264/159, 2-13=509/521
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=241t; eave=2ft; Cat. II;
Fxp C; Encl., GCpi=0.18; MW FRS (directional) and G-C Comer(3) 0-0-0 to 3-0-0, Fxtedor(2) 3-0-0 to 13-8-12 zone; cantilever left and
right exposed ;C-C for members and farces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads.
6) • 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11 except Qt=lb)
9=100, 10-116,12=377,13=234.
8) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
000
lrusS
1russ lype
1593PI-TREFELINER-0AY
1593M
E02
Roof Special
11
1
Job Reference o tion
Builders FW Source, Plant Cdy, Rorida 33566
Scale: 3/e'=1'
ST1.5x8 STP= ur �� ST1.5x8 SrP=
5x6 =
&0_0 I 13.2-8 13-10-s
1-48 6-3-8 5-2-8 0-&0
Plate Offsets (X Y)--
f1:0-1-3 0-1-01
'
LOADING (psQ
SPACING-
2-0-0
CSI.
DEFL
in
(loc)
Well
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.88
Ved(LL)
0.11
1-6
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.61
Vert(CT)
-0.20
1-6
>810
180
SCLL 0.0 '
Rep Stress Incr
YES
WB 0.34
Horz(CT)
0.03
5
n1a
n/a
BCDL 10.0
Code FBC2017/TPI2014
ManxSH
Weight: 67 lb
FT=20N
LUMBER -
TOP CHORD 2x4 SP No.1 *Except'
T2: 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Left 2x4 SP No.33-65
REACTIONS. (lb(size) 1=737/0-8-0 (min. 0-1-8),5=737/0-8-0 (min. 0-1-8)
Max Ho¢ 1=306(LC 12)
Max Upliftl= 218(LC 8), 5=312(LC 12)
FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-7— 1447/300, 2-7-1382/301, 23-1367/315, 4-5-226/254
BOT CHORD 1-6= 538/1327, 5-6=-542/1314
WEBS 3-6=0/304, 3-5-13741564
BRACING
TOP CHORD
Structural woad sheathing directly applied or 2-2-0 oc puriins, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 75-10 cc bracing.
WEBS
1 Row at midpt 3-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation cuide.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-6.Opsh BCDL=6.Opsh h=25ft; B=45ft; L=24ft; eave=oft; Cat. II;
Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-4-0 to 3-4-0. Interior(1) 3-4-0 to 13-8-12 zone; cantilever left and
right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.
3)' 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.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11b)1=218,
5=312.
LOAD CASE(S) Standard
Job
iruss lype
1593771-TREFELMEB-0AY
3T7 /591
lyruss
i
Common Suppoded Gable
1
1
Job Reference fouttonall
Bustlers Fuss Soures, Rant City. Roritla 33566
20 19 18 17 16 15 14 13 12
12-10-0
Scats: IW=l'
LOADING (psQ
SPACING-
2-0-0
CSL
DEFL
in
(loc)
VdeO
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.31
Vert(LL)
-0.01
11
n/r
120
MT20
2441190
TCDL 15.0
Lumber DOL
1.33
BC 0.11
Vert(CT)
-0.02
11
n/r
120
BCLL 0.0 •
Rep Stress Incr
YES
WB 0.15
Horz(CT)
0.00
12
n/a
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix-R
Weight: 83 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 6-" oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required crass bracing
be installed during thus erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-6-0.
(lb) - Max Harz 20=-233(LC 10)
Max Uplift All uplift 100 lb or less at joints) except 20-225(LC 8), 12=-212(LC 9). 17=-128(LC 12),18= 138(LC
12), 19= 177(LC 11). 15=-128(LC 12),14— 138(LC 12), 13=-143(LC 10)
Max Grav All reactions 250 lb or less at joints) 16,18,14 except 20=339(LC 18), 12=306(LC 17), 17=252(LC 17).
19=291(LC 10), 15=252(LC 18), 13=257(LC 11)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-20= 258/310, 5-6 269/359, 6-7=-269/359, 10-12=-258/316
WEBS 6-16=-260/99,4-18= 254/212,3-19=-252/93,8-14=-254/212,9-13=-259/88
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=6.Opsf; BCDL=6.Opsf; h=25ft; B-45ft; L-2411; save=2ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -1-4-8 to 1-7-8. Exterior(2) 1-7-8 to 6-9-0, Comer(3) 6-9-0 to 9-9-D
zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip
DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (name] to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTP1 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing,
6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
9) ` 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 2-01 wide will fit
between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint 20, 212 lb uplift at joint
12, 128 lb uplift at joint 17, 138 to uplift at joint 18,177 lb uplift at joint 19, 128 Ib uplift at joint 15, 13B lb uplift at joint 14 and 143 lb uplift
at joint 13.
LOAD CASES) Standard
Job
ru55
Iniss lype
1593771
Got
ILAY
Jade-Cbsod
21
lei15937/1-TBFFELINFA-DAY
1
Job Reference Bona
ellaoers Fvst Solute. f9en Gq,FIOMdalSliS e - i= eye.
ID:rGbslGthaH6ZJmbholc?6TzypGH-XvftwM111M1 dOU6g VzhNN6MNIB04PXBXMSAcs2zyoO0
sa-14 1aa-6
--- 6-0-14 G]-10
Scale =153.6
8.00 FiF2 4 5
ST1Sx8STP= 2x411 6xa=
2x4 G
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-"
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress [nor YES
Code FBC2017/TPI2014
CSL
TC 0.80
BC 0.60
WB 0.96
MatrixSH
DFFL in
Ved(LL) -0.05
Vert(CT) -0.10
HDa(CT) 0.01
(lot) Well Ud
7S >999 240
7-8 >999 180
7 n/a n/a
PLATES GRIP
MT20 2441190
Weight: 84 lb FT=20/
LUMBER-
BRACING. '
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 be pudins, except
BOT CHORD 2x4 SP No.2
end vericals.
144EBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt 4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation uide.
REACTIONS (Ib/size) 7=6391Mechanicel, 9=816/OS-0 (min. 0-1-8)
Max Horz9=555(LC 12) _
Max Uplift7=434(1_0 12), 9=-138(LC 12)
Max Grav7=710(LC 17), 9=816(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-107/272, 4-7=339/279
BOT CHORD 8-9=393/696, 7-8=393/696
WEBS 2-8=0256,2-7=3321468,2-9=-741/34
NOTES-
1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave-4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to 13-4-8 zone; cantilever left and
right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
3) • 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-M 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 434 lb uplift at joint 7 and 138 lb uplift at joint
9.
LOAD CASE(S) Standard
Truss
I ra56 I ype
ply
15937)1-T EFELINEI+OAV
15937)1
Woo
Roof Spatial Girder
1
1
Job Reference (optional)
BW m Fesr Source, PLvn (;ity, Hodda33566 6200s Jun 122D18 A4Tek Eldustr,es, ola Fri Jan 40858:172019 Paget
ID:rGbslGthaH6ZJmbholc?BTzypGH-meiHpRsgd7AM7tIPW MLUEOEyopYMOjhsOLmgt rycO4
8-113 I 13 _ — — ---
at-12 at-13 aS5
4.80 12
3x4 i
3
3x6
-2
14
N
O
3x4 = 16 17 18 6 19 20 21 22
3x4 = 158 2x4 i 3x4 — 3X4 =
&2d
22A 771p3 )-11-12 12$ 13b13
2-M 67_11� b9-) I a41
Scale =1:48.8
Plate Offsets MY)-
f1:0-0-15 Edael
LOADING (psQ
SPACING-
2-M
CSL
DEFL
in
(loc)
Well
Ltd
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.63
Vert(L-)
0.03
SS
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.33
Vert(CT)
-0.04
5-6
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB OA7
Horz(CT)
-0.01
5
n/a
n/A
BCDL 10.0
Code F13C2017/TPI2014
MatiixSH
Weight: 82 lb FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-O oc bracing: 1-8.
MTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings Mechanical except Ut=fength) 8=135, 7=035.
(lb) - Max Horz 8=327(LC 8)
Max Uplift All uplift 100 Ill or less at joint(s) except 5=-4143(LC 8). 8=-560(LC 8). 7=-320(LC 17), 4= 214(LC 8)
Max Gmv All reactions 250 lb or less at joint(s) 7, 4 except 5=6458(LC 1), 8=1059(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-9=-242/322, 9-10= 231/379, 2-10=-222/376, 2-11=-823/362, 11-12= 750/361,
3-12=-075/358
BOT CHORD 1-15---308/275, 8-15=308/275, 7-8=-087/620, 7-16=-087/620, 16-17=-487/620,
17-18=-387/620,6-18=-087/620, 6-19=-458/626,19-20=u158/626,20-21= 458/626,
21-22=458/626, 5-22=-458/626
WEBS M=-811/593, 2-8=-11531582
NOTES-
1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); 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)' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4143 lb uplift at joint 5, 560 lb uplift at joint 8,
320 Ib uplift at joint 7 and 214 lb uplift at joint 4.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 44 lb up at 2-0-15,
80 Ib down and 213 to up at 4-0-14,138 lb down and 87 lb up at 5-4-15, 1241b down and 921b up at 64-14, 201 lb down and 191 lb up
at 8-8-15, 171 Ill down and 162 lb up at 9-0-14, and 214 Ib down and 225 lb up at 11-6-14, and 170 lb down and 171 lb up at 12-0-15
on top chord, and at 2-0-15, 241b down and 1471b up at 4-0-14,17lb down and 8lb up at 5-0-16, 27 lb down and 22lb up at 6-6-14,
41 lb down at 8-8-15, 361b down and 26 lb up at 9-0-14, 56 lb down and 37 Ib up at 11-6-14, and 190 lb down and 117 lb up at
12-0-15, and 5779 lb down and 3706 lb up at 133-1 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 from (F) or back (B).
LOAD CASE(S) Standard
1) Dead+ Root Live (balanced): Lumber Increase-1.33, Plate Increase=1.33
Continued on page 2
Was
imss lype
Fly
1593M-T EFELINER-DAY
1593M
IU01
Rml Spodal Girder
1
1
Job Reference LogonaD
to wsF SONNY FN Lay, FbrW233S55
ID:rGbsBaftHMmbhotc?8-rzypGH-EgG11nt[ORIDc tb93sjnDn7%DeblAx'N7b9GTWa
IAD CASES) Standard
Un-dorm Loads (pIQ
Vert: 1-4=-90,1-5=-20
Concentrated Loads (lb)
Vert: 3=-66(F=-49, B=-17) 5=-577910=82(B) 13=-84(B) 14=-68(F) 16=82(B) 17=8(F) 19=22(F) 20= 1(B) 21= 29(B) 22=-190(F)
ms5 type
1593T/1-TREFELINER-DAY
PNSS
1593771
J0a
Jack-Msad
17
1
Job Reference o Fiona
0umas Rrg Saaea, Plant Gay, Rsn0a 33566 acuvss— ie— is avian uwuu,w, nc rn sa, cuox cv,a rnyn,
ID:rGbslGthaH6ZJmbh0lc?6fzypGH-7bVAs8wpSfoe5e8N.Ivx63n1ag141M adZLLQMy
an _
Scale =1:34.7
STl.sxa STP= 34 _
2x4 O
LOADING (psf)
TCLL 30.0
TCDL 15.0
BCLL 0.0 '
BCOL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.33
Lumber DOL 1.33
Rep Stress Incr YES
Code FBC2017117P12014
CSI.
TC 0.30
SC 0.30
WB 0.17
MatrixSH
DEFL. in
Ven(LL) -0.04
Vert(CT) -0.07
Horz(CT) 0.00
(loc) Weill Ud
6-7 >999 240
6-7 >999 180
6 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 46 to FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid calling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation oulde.
REACTIONS. (lb/size) 6=334/Mechanical, 7=53410-8-0 (min. 0-1-8)
Max Horz7=334(LC 12)
Max Uplift6= 255(LC 12). 7=-116(LC 12)
Max Grav6=385(LC 17). 7=534(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8— 281/121, 2-8=-257P226
BOT CHORD 1-7--152/325, 6-7= 275/359
WEBS 2-6=-420/330, 2-7=-445272
NOTES
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd-124mph; TCDL=6.Opsf; BCDL=6.Opsh h-25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-M to 8-0-8 zone; cantilever left and right
exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live (cads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-64) 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 255 lb uplift at joint 6 and 116 lb uplift at joint
7.
LOAD CASE(S) Standard
nlsa
I rrss I ype
piy
1593771-TREFEUNER-DAY
1593771
NMI
GABLE
a
1
Job Reference o iona
scale =129-8
2.50112
2 3
17 16 14 4 6 12 11 10 34 =
516 =
Plate Offsets MY)-
13:0-0-2.Ed-qel,15:03-0,0-241.15:0-0-0.0-1-121
16:0-1-13.0-0-01
111:0-3-0 0-3-01
LOADING (psi)
SPACING- 2-0-0
CSL
DEFIL
in
(lac)
(deft
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.55
Vert(LL)
0.00
9
n1r
120
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.73
Vert(CT)
0.04
9
n/r
120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.11
Hom(CT)
0.00
17
n1a
n/a
BCDL 10.0
Code FBC20171TPI2014
MatrixSH
-
Weight: 76 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.3
BOT CHORD Rigid ceiling directly applied or 6-" oc bracing, Except:
WEBS 2x4 SP No.3
10-0-0 oc bracing: 16-17.
OTHERS 2x4 SP No.3
JOINTS 1 Brace at Jt(s): 15
MiTek recommends that Stabilizers and required cross bracing
be Installed during toss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 16-2-8.
(lb) - Max Horz 1= 284(LC 9)
Max Uplift All uplift 100 lb or less at joint(s)17, 14 except 1= 115(LC 1), 12-238(LC 9), 16=-237(LC 9).
11=-385(LC 1), 10=324(LC 9), 8=-274(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 1, 17, 11 except
12=573(LC 1), 16=404(LC 1), 14-325(LC 3).
10=712(LC 1), 8-407(LC 1)
FORCES. pb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-137/305.23=127/298
WEBS 3-16=398276.4-13--326247.7-10-516Li5B
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; B=45ft; L=24ft; save=4ft; Cat. II;
Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-M to 3-0-0, Intedar(t) 3-0-0 to 17-7-0 zone; cantilever left and
right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), sae Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1.
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
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 3S0 tall by 2-0-0 wide will tit
between the bottom chord and any other members.
8) Bearing at joint(s) 1 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
9) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 ib uplift at joint(s) 17,14 except (It=lb)
1=115,12=238,16=237,11=385,10=324,8=274.
10) Beveled plate or shim required to provide full bearing surface with buss chord at joint(s)1.
LOAD CASE(S) Standard
Job
rues
I rss I ype
IM771-TREFEUNERZAY
1593M
I
MVA
GABLE
1
1
Job Reference o eon
Bulders Fust Source, Plan) City, Florida 335a6
2x4 /,
Scale -1:7.7
LOADING (psf)
SPACING- 2-"
CSL
DEFL
in (loc)
Udell
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.03
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.02
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress [nor YES
WB 0.00
Horz(CT)
-0.00 2
We
Na
BCDL 10.0
Code FBC2017lrP12014
Matrix-P
Weight; 4lb FT-20%
LUMBER -
TOP CHORD 2x4 SP No.2
ROT CHORD 2x4SPNo.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-" oc pudins.
BOT CHORD Rigid ceiling directly applied or 1G-M oc bracing.
MiTek recommends that Stabilizers and required crass bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=56/1-6-0 (min. 0-1-8),2-46/1-6-0 (min.0-1-8),3=10/1-6-0 (min.0-1-8)
Max Hom 1=42(LC 12)
Max Upliftt=S(LC 12), 2=-40(LC 12)
Max Grav1=56(LC 1). 2s0(LC 17), 3=20(LC 3)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; save=4ft; Cat, 11;
Exic C; Encl., GCpi=0.18: MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces
8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord hearing.
3) This truss has been designed for a 10.0 psf bottom chord live load noncencument 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) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
LOAD CASE(S) Standard
AGO
Truss
mS4 ype
1111111-T EFELINER-0AY
1593771
MVB
valley
1
1
Job Reference(optionall
a ers RT source. Ram Oily, Roriea 33566
82005Junl22018MT0KM0USMa3,Te Frl Jan 4U858382019 Pagel
ID:rGbsYSMaH6ZJmbholc78TzypGH-IgTDDc6rhapNO5PRFGDPbRcriHmRKFyF6RB W zyoPI
3-0.n .
2c4 II
2
2x4 G 2x4 11
Sale =1:12.6
LOADING (pso
SPACING-
2-0-0
CSI.
OEFL
in (loc)
Well
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.16
Ved(LL)
n/a -
We
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.10
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Hom(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 11 lb FT-20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOTCHORD
REACTIONS. (lb/size) 1-130/2-11-10 (min. 0-1-8),3=130/2-11-10 (min.0-1-8)
Max Hom 1 <98(LC 12)
Max Upliftl= 12(LC 12), 3— 78(LC 12)
Max Grav 1=130(LC 1).3=141(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 3-0-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 10-" oc bracing.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opst h=25ft; B=45ft; L=24tt; eave=4ft; Cat. II;
Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces
8 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 nonconcument with any other live loads.
4)' This thus 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 240-0 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
40D
Truss
Iruss type
ply
1593T/1-T11EFa1NER DAY
1593M
Mvc
vagey
1
1
Job Reference (optional)
BuDdem First Source, Fart Cgy, Ronda 33566 8208sJun12201b NET vxx,stnes,Mm Fn Jan 4WZB:422019 Pagel
ID:rGbslGthaH62Jmbholc?8rzypGH-XSi"MIpJpVjDU61UHmM1u9bN75XAkPPl4zyoPh
0-8_0 41.11 --
.
2x4 II
3
5 4
2x4 G 2x4 II 2A II
R=�1
Sde-1:16.4
LOADING (pst)
SPACING- 2-0-0
CS].
DEFL
in (too)
Well
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.10
Ved(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.05
Ved(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.07
Horz(C)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 17 lb FT=20q
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=60/4-15 (min. D-1-8), 4=84/4-1-5 (min. 0-1-0), 5=242/4-15 (min. D-1-8)
Max Horz 1-145(LC 12)
Max Uplift4=50(LC 12), 5=-144(LC 12)
Max Gmv 1=64(LC 18), 4=91(LC 17), 5=262(LC 17)
FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=282(250
Structural wood sheathing directly applied or 4-1-11 oc pudins, except
end verlicals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
Mirek 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=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Ops1; h=25ft; B=451t L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) D-5-12 to 3-5-12, Intedor(1) 3-5-12 to 3-11-15 zone; cantilever left
and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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=144.
LOAD CASE(S) Standard
JOD
rasa
truss type
1593771-TRUEUNEt1-0AY
15937/1
MvD
valley
1
1
Job Reference o bona
BuJders FW Source, Rant M1. Ronoa 33566
2t4 G
30 =
2 3
h
Scale -1:7.6
LOADING IV
SPACING-
2-M
CSL
DEFL
in (lot) VdeO L/d
PLATES GRIP
TOLL 30.0
Plate Grip DOL
1.33
TO 0.03
Vert(LL)
We - n/a 999
MT20 244/190
TCDL 15.0
I
Lumber DOL
1.33
BC 0.03
Vert(CT)
I
We - n/a 999
BCLL 0.0
Rep Strass Incr
YES
W13 0.00
Horz(CT) 0.00 4 n/a n/a
BCDL 10.0
Code FBC2017/rP12014
Maid
Weight: 6lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP N0.2
TOP CHORD
Structural wood sheathing directly applied or 2-" oc pudins, except
BOT CHORD 2x4 SP N0.3
end verticals.
WEBS 2x4 SP N0.3
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.
REACTIONS. (lb/size) 1-7511-11-10 (min. 0-1-8),4=75/1-11-10 (min.0-1.8)
Max Horz 1=28(LC 12)
Max Uplift1=-22(LC 12), 4=-31(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) 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-secand gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24tt; eave=4ft; Cat. II;
Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and tortes
8 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 to uplift at joint(s) 1, 4.
LOAD CASE(S) Standard
OD
N6s
I nls5 I ypa
Vly
1593771-1REFFUNER-DAY
I693771
WE
Valle/
7
1
Job Reference o 'on
Binders Fus1 Source, flan City, floMa 33566
3T4 II
2x4 G 2a4 II
0�1.6 2-10.0 3£-0
2-9-10
Scale=1:12.6
Plate Offsets (X.Y)—
12:0-2-O,Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL in (too) Well Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.13
Vert(LL) n1a - n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.16
Vert(CT) n/a - n/a 999
BCLL 0.0
Rep Stress finer YES
WB 0.00
Horz(CT) 0.00 4 n/a We
BCDL 10.0
Code FBC2017/TP12014
Matrix-R
Weight: 13lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOTCHORD
REACTIONS. (lb/size) 1-158/3-5-10 (min. 0-1-8),4=158/3-5-10 (min.0-1-8)
Max Horz 1=90(LC 12)
Max: Upiiftt=32(LC 12), 4=-77(LC 12)
Max: Grav 1=158(LC 1), 4=160(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 3-6-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and required cross bracing
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=160mph (3-second gust) Vasd=124mph; TCDL--6.Opst; BCDL=6.Opsf; h=25ft; B=45ft; tr24ft; eave=411; Cat II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exteriog2) zone; cantilever left and right 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 noncancurrent 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) 1, 4.
LOAD CASE(S) Standard
Ob
Truss
I ru59 I yp0
ply
1593771-TREFFLNER-DAY
1593771
MVF
Vagay
1
1
Job Reference o 'on
Builders First Source, %ant City, Ror 33566
a
d
d
3 4
6 5
9t4 4,9t4 II 2x4 II
0-0-6 4-4-0 54}O
4310 I 010 '
Stale =1:175
Plate Offsets MY)—
f3:0.2-O,Edgel
LOADING (psf)
SPACING 2-M
CSI.
DEFL in floc) Well Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.13
Vert(LL) n/a - n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.08
Vert(CT) n/a - n/a 999
BCLL 0.0
Rep Stress Ina YES
WB 0.08
Horz(CT) 0.00 5 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
MatrixSH
Weight: 211b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc pudins, except
BOT CHORD 2x4 SP No.3
end verticals.
WEBS 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installationguide.
REACTIONS. (Ib/size) 1=88/4-11-10 (min. 0-1-8), 5=110/4-11-10 (min. 0-1-8), 6=283/4-11-10 (min. 0.1.8)
Max Harz 1=152(LC 12)
Max Upfift5=-50(LC 12), 6=-163(LC 12)
Max Grav 1-88(LC 1), 5=110(LC 1), 6=305(LC 17)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-6=328/283
NOTES-
1) Unbalanced mot live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. 11;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-5.12 to 3-5-12, Interior(1) 3512 to 4-6-0, Exterior(2) 4-6-0 to
4-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shaven; Lumber DOL-1.60 plate grip
DOL=1.60
3) Gable requires confinuous bottom chord bearing.
4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument 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) 5 except (jt=1b) 6=163.
LOAD CASE(S) Standard
400
Iruss
I N55 I ype
ply
1593M-3RFFELNER-DAY
1593771
MVG
valley
1
1
Job Reference (opfionan
Buffers Full Sousa, flan) City, Ronda 336M
3x4 = Scale =125.4
2x4 II
3 4
5
2x4 2x4 It 2x4 II
OgE 5-10-0 6fi-0
Wf-G 5-9-10 IOA-0'
Plate Offsets KY—
13:0-2-O.Edael
LOADING (psq
SPACING 2-0-0
CSI.
DEFL
in (too)
Vdefl
Vd
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.22
Vert(LL)
n/a -
n1a
999
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.14
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.11
Horz(CT)
0.00 5
n1a
n/a
BCDL 10.0
Code FBC2017/TPI2014
MatrixSH
Weight: 281b FT=20%
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural mod sheathing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SP No.3
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 bracng
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=120/6-5-10 (min. 0-1-8),5=142I6-5-10 (min. 0-141), 6=384/65-10 (min.0-1-8)
Max Horz 1=214(LC 12)
Max Uplift5=59(LC 12), 6= 225(LC 12)
Max Gr-av1=120(LC 1).5=143(LC 17), 6=414(LC 17)
FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 259/236
WEBS 25=-043/355
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=6.Opsf; BCDL=6.0psf; h=25ft; B=451t; L-24ft; eave=4tt; Cat. II;
Exp C; End., GCpi=0.18: MW FRS (directional) and C-C Exterior(2) 0-5-12 to 3-3-0, Intedor(l) 3.3-0 to 6-0-0, Exterior(2) 6-0-0 to 6-4-4
zone; cantilever left and right exposed ;C-C for members and tomes 8 MW FRS 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 20.0psf 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.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=1b) 6=225.
LOAD CASE(S) Standard
JOD
Iwo
Iwo lype
1593711-MUIKINER DAY
1593711
t4VR
valley
1
1
Job Reference (optional)
Builders First Source, Plant OM, Ronde 3356a
2x4 G
214 II
3x4 = Scale =1 21.1
2,411
3 4
524 II
aV-5 7-4-0 8-0-0
0. 7310 F08
Plate Offsets (X,Y)—
(3:0-2-0,Edcel
LOADING (pso
SPACING 2-M
CSL
DEFL
in am)
Udell
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.32
Vert(-L)
n1a -
We
999
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.22
Vert(CT)
We -
n/a
999
BOLL 0.0
Rep Stress Incr YES
WB 0.12
Horz(CT)
0.00 5
n/a
n/a
BCDL 10.0
Code F13C2017[rP12014
MatrixSH
Weight: 35 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.3
and verticals.
WEBS 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ih/size) 1=15277-11-10 (min. 0-1-8),5=174/7-11-10 (min. 0-1A),6--484f7-11-10 (min.0-1-8)
Max Horz 1=276(LC 12)
Max Uplift5=-88(LC 12), 6=-285(LC 12)
Max Grav 1=152(LC 1), 5=177(LC 17), 6=523(LC 17)
FORCES. (Ib) - Max, CompJMax, Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-7--318/258, 2-7=-297/292
WEBS 2-6=-531/408
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=6.Opsf; BCDL.6.Opsh h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Fxp C; Encl.. GCpi=0.18: MW FRS (directional) and C-C Exterior(2) 05-12 to 35-12. Interior(1) 3312 to 7-6-0, Exterior(2) 7-6-0 to
7-1 GA zone; cantilever left and right exposed ;C-C for members and forces & MW FRS 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 nonwricurrent 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 100111 uplift at joint(s) 5 except (jt=lb) 6=285.
LOAD CASE(S) Standard
Job
I fuss
truss type
1593ni-TREFEUNER-DAY
1593771
Mvl
GABLE
ILM jVly
1
1
Job Reference (optional)
Buldem Feet Bounce, Plant City, Flonda33566
314 =
br4 II
3 4
3x4 6 9 524 II
2x4 II
8-10-0
8.10.0
Scale =127.3
Plate Offsets (X,Y)—
13:0-2-0,Edgel
LOADING (psQ
SPACING- 2-"
CSI.
DEFL
in (loc)
Udell
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.47
Ven(LL)
We -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL 1.33
SC 0.42
Ven(CT)
We -
n1a
999
BCLL 0.0•
Rep Stress [nor YES
WB 0.15
Horz(CT)
0.00 5
n/a
WE
BCDL 10.0
Code FBC20171TP12014
MatrixSH
Weight: 431b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP Ne.2 TOP CHORD
BOT CHORD 2x4 SP No.3
)MESS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=22519-6-0 (min. 0-1-8), 5=145/9-6-0 (min. 0-1-8), 6=606/9-6-0 (min. D-1-8)
Max Horz 1=338(LC 12)
Max Uplift5=-70(LC 12), 6=-359(LC 12)
Max Grav 1=225(LC 1), 5=198(LC 17). 6=699(LC 17)
FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-7--356/300, 2-7=-336/345
WEBS 2-6=-6411470
Structural wood sheathing directly applied or 6-0-0 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) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45111; L=241q eave=4ft; Cat. II;
Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 9-0-0, Exterior(2) 9-0-0 to 9-4-4
zone; cantilever left and right exposed ;C-C for members and farces & MW FRS 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 nonconcunent w4h 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 = 10.0psf.
6) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=Ib) 6=359.
LOAD CASE(S) Standard
Jou
nS8
1russ Iwo
1593771-TREFELINER-DAY
1593771
MVJ
VaW
1
1
Job Refemnce o tiona
Bulders Full Source, Rant City, Florida 33566
2x4 G
alao
82M 8" 122018 NTek ldustrias, fec Fd Jan 40859:182019 Pagel
ID:rGbsnihaH6ZJmbhotc78TzypGH-Y_mbCcahkFb_wJIUFvKBSABImmBLWfY71eCE6zyoP0
Scale =1:7.7
Plate Offsets(XY)—
12:0-2-2.0-0-01, f2:0-5-0.0-1-81 f3:0-1-7.0-1-01
LOADING (psQ
SPACING- 2-"
CSL
DEFL
in (too)
VdeO
Ud
PLATES GRIP
TOLL 30.0
Plate Grip DOL 1.33
TC 0.02
Ved(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL 1.33
BC 0.01
Vert(CT)
n/a -
n/a
999
BCLL 0.0 •
Rep Stress [nor YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix-P
Weight: 5lb Fr=20/
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
®EACTIONS. (lb/size) 1=4811-5-10 (min. D-1-8),3=46/1-5-10 (min.0-1.8)
Max Horz 1=36(LC 12)
Max Upliftl= 5(LC 12), 3= 29(LC 12)
Max Gmv l=48(LO 1), 3=52(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 1-6-0 oc pudins, except
end verticals.
Rigid ceiling directly applied or 104)-0 oc bracing.
MTek 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-160mph (3-second gust) Vasd=124mph;TCDL=6.0psf; BCDL=6.Dpsf; h=25ft; B=45ft; L=24tt; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces
8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This buss has been designed for a 10.0 psf bottom chord live load nonconcunent 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
40b
I ma5
I runs i ype
15MM-TREFELWER-DAY
1593Tr1
MVK
Valley
1
1
Jab Reference Logon
Source, Rem filly, Fb�ba33566 aeu"" ieeu,orx ieR umusnes, no. rn�m cvaaat'<u'a raga'
ID:rGbs0haH6ZJmbholc48TzypGH-uyZTFJdpYnEHgiBiGoUVrWu?soMmvH&ILzwJzyoP4
3-0-0 I
LOADING (pso
TCLL 30.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
Y
d
SPACING-
2-0-0
Plate Grip DOL
1.33
Lumber DOL
1.33
Rep Stress [nor
YES
Code FBC2017/rP)2014
2R4 II
2
2r4 d 2X4 11
(SI.
DEFL
in (ioc)
VdeO
Ud
TC 0.16
Vert(LL)
n/a -
n/a
999
SC 0.10
Vert(CT)
n/a -
Na
999
WB 0.00
Horz(CT)
0.00
n/a
n/a
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOTCHORD
REACTIONS. (lb/size) 1=130/2-11-10 (min. 0-1-8),3=130/2-11-10 (min.0-1-8)
Max Hom 1-98(LC 12)
Max Uplift1=-12(LC 12), 3=-78(LC 12)
Max Grav 1=130(LC 1). 3=141(LC 17)
FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 fib) or less except when shown.
Scale=1:12.6
PLATES GRIP
MT20 244/190
Weight: 11 lb FT=20/
Structural wood sheathing directly applied or 3-0-0 oc pudins, except
end verticals.
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.
NOTES
1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;G-C for members and forces
& MWFRS for reactions shown; Lumber DOLU1.60 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.Opst 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 10016 uplift at joints) 1, 3.
LOAD CASE(S) Standard
ion
I mSS
I Was lype
1593"VIREFELINER41AY
1593771
MVL
Val"1
1
Job Reference Logone
Bultlem Fust Source, Plant City, Fbrlda335ae a200 a Jun 12 20le M le VWustries, ma Ftl Jan 4 0a59262019 Pagel
ID:rGbslG[haH6ZJmbholc?BTzypGH-FvMMlthyNKsZnT4g3L4gXlbtGdAjhOs01a3kb)LyoP?
--
2x4 II
3
5 4
2x4 G 2x4 II 2M II
3910
Scale -1:175
LOADING (psQ
SPACING 2-0-0
CSL
DEF E
in (loc)
Vdefl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.12
Veri I_L)
n1a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.06
Vert(CT)
We -
n/a
999
BCLL 0.0
Rep Stress Incr YES
WB 0.08
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 19 lb FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
GOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
JOTHERS 2x4 SP No.3
BRACING
TOPCHORD
BOTCHORD
REACTIONS. (Ib/size) 1=68/4-5-10 (min. 0-1-8),4-91/4-5-10 (min. 0-1-8), 5=26714-5-10 (min. 0-1-8)
Max Ho¢ 1-160(LC 12)
Max Uplift4=55(LC 12), 5=-159(LC 12)
Max Grav 1=72(LC 18), 4=99(LC 17). 5=289(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=-311/276
Structural wood sheathing directly applied or 4-6-0 oc puriins, except
end verticals.
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; save=411; Cat. 11;
Fxp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) D-5-12 to 35-12, Interior(1) 3-5-12 to 4-4-4 zone; cantilever left and
right exposed ;C.0 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 nonconcunent with any other live loads.
4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0-0 vnde 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=159.
LOAD CASES) Standard
Nss
Inuss lype
1593711-TREFELINE"AY
159MI
MvM
Valley
1
1
.lab Reference (optional)
6uAtlera FM Smace. Rant City, RoMa W566
g
d
ID:rGbslGlhaH62Jmbh� Y78TzypGHH ctA id5CsUes, me Fn Jan aOMHHRsn0t9 rage l
Fydsu9rE,lar, 408,59312019 Page
I
2[4 113
2x49r411 4
G 2x4 II
53-10
Scale -1235
LOADING (pst)
SPACING- 2-0-0
CSI.
DEFL
in (too)
Wall
Lid
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.21
Vert(ILL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL 1.33
I
BC 0.12
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.11
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC20177rP12014
Matrix-P
Weight: 26 to FT=MY.
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except
BOT CHORD 2x4 SP No.3 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
QTHERS 2x4 SP No.3 Iii recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=99/5-11-10 (min. 0-1-8),4=12215.11d0 (min. 0-1-8), 5=37015-11-10 (min. 0-1-8)
Max Hom 1=222(LC 12)
Max Uplift4=-73(LC 12), 5=-220(LC 12)
Max Grav1=102(LC 181 17), 5=400(LC 17)
FORCES. (to) - Max. Compili Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-6=-310/243, 2-6= 297/270
WEBS 2-5=-429/371
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eaves CaL fl;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) O-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-10-4 zone; cantilever left and
right exposed ;C-C for members and tomes & 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-" wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 to uplift at joints) 4 except (jt=1b) 5=220.
LOAD CASE(S) Standard
iou
Truss
I nAs type
Piy
1593171-TFEF ER -DAY
1593771
MVN
V-Oey
1
1
Job Reference 'ono
Bwmem Rrs1 Souroe. Plant City, Ronda 335M
82W a JM 12 2a18 MTeK NWSteeS, MC RI Jan 4 W:59:: 2019 Pa9a 1
ID:rGbslGthaH6ZJmbholc78TzypGH-ym$OSpD0078zOrbfRGOxgOXzE41 YhUbBUGxyzyoOr
2K4 II 3
94 i 5 4
2x4 II 2K4 II
Scale -127.9
LOADING (psf)
SPACING-
2-0-0
CSL
DEFL
in (loc)
Vdefl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.30
Ved(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.19
Ver (CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WS 0.12
Horz(CT)
0.00 4
n/a
n/a
BCDL 10.0
Code FBC20177TPI2014
MatdxSH
Weight: 33 lb FT=20/
LUMBER-
BRACING
TOP CHORD
2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 6-" oc purlins, except
BOT CHORD
2x4 SP No.3
end verficals.
WEBS
2x4 SP N0.3 BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
OTHERS
2x4 SP No.3
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACRONS.
(lb/size) 1=13717-5-10 (min. 0-1-8),4=16077-5-10 (min. 0-1-8), 5=45917-5-10 (min. 0-1-8)
Max Horz 1=285(LC 12)
Max Uplift4=-96(LC 12), 5= 273(LC 12)
Max Gravl=138(LC 18), 4=173(LC 17), 5=496(LC 17)
FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown.
TOP CHORD 1-6--360Y284, 2-6=-340/316
WEBS 2-5=-508/414
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph;TCDL=6.OpsY BCDL=6.Opsf; h=25ff; B ASft; L-24ft; eave=off; Cat. II;
Exp C; End., GCp1=0.18; MWFRS (directional) and C-C Exterior(2) 0-5-12 to 3-9-0. Intenor(1) 3-9-0to 7<-0zone; cantilever left and
right exposed ;GC 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 nonconcument with any other live loads.
4) • 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.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib upfift at joint(s) 4 except (jt=Ib) 5=273.
LOAD CASE(S) Standard
JOD
I m55
I cuss I ype
1593771-TREFELWER-DAY
1593771
MVO
GABLE
1
1
Job Reference o tion
Balears Fort Sauce, Plantcay, Ronda 33566
g
d
3x4 i
8-4-D
8200 sJun 122018 Wek mmrstnes, hm Fd Jan 40859A12019 Pagel
ID:rGbslGlhaHe2Jmbholc?8TzypGHJom1 R91MrxIR4nYR?rBelgMngDBingDIOC1 c9zyoOm
Mill11
2x4 113
42x4 II
Scale -124.4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (too)
VdeO
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.42
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.32
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.14
Hom(CT)
0.00 4
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
MatrixSH
Weight 411b FT-20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
,OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=199/9-0-0 (min. 0-13), 4=154/9-0-0 (min. 0-1-8), 5=568/9-0-0 (min. 0-1-8)
Max Horz 1=347(LC 12)
Max Uplift4= 92(LC 12), 5=339(LC 12) '
Max Gmvl=199(LC 1).4=216(LC 17), 5=647(LC 17)
FORCES. Qb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-6-402/327, 6-7=375/362, 2-7=372/369
WEBS 2-5-610/471
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and mquired cross bracing
be installed during Wss erection, in accordance witll Stabilizer
Installation Guide.
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=451t; L=24ft; eave=oft; Cat. II;
Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 8-10-4 zone; cantilever left and
right exposed ;C-C for members and forces 8 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 nonconcument with any other live loads.
4)' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chard 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 0=1b) 5=339.
LOAD CASE(S) Standard
JOD
LaLM
I n69 Type
uly
Fly
1593771-TREFELINER-0AY
1593771
MVP
GABLE
1
1
Job Reference (optional)
Builders FUN Source, Plan CAy, Florida 33586
a
d
d
8200 s Jun 1220181%Tek OMushies Inc, MJan 408:59A82019 Pagel
ID:rGbslGlhaH62Jmbholc?STzypGH-hnawVb,VgTNjAYCW EYFIMLnOEehrnN2NyuivoHNryoOh
2011
4
Scale =1:392
3x4 /i
7
6
RZK4 11
2x4 II
2x4 11
9-10-0
9-10-0
LOADING (psl)
SPACING-
2-0-0
CSL
DEFL
in (Too)
Well
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.35
Ven(LL)
n/a -
n/a
999
MT20
244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.17
Ven(CT)
n/a -
n/a
999
BCLL 0.0 •
Rep Stress Inc:
YES
WB 0.17
Horz(CT)
0.00 5
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
MabixSH
Weight: 501b
FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 1D-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cress bracing
be installed during truss erection, in acwrdance with Stabilizer
Installation guide.
REACTIONS All bearings 10-6-0.
. (lb) - Max Horz 1=409(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)1 except 5-103(LC 12), 6=-289(LC 12), 7— 219(LC
12)
Max Grav All reactions 250 lb or less at joint(s)1. 5 exwpt 6--597(LC 17), 7-383(LC 17)
FORCES. Via) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2--542/499, 2-8=-378/290, 8-9-354/333, 3-9=.%1/340
WEBS 3-6--548/430, 2-7=408/319
NOTES
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd-124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=411; Cat Ih
Exp C; End., GCpi=0.18; MW FRS (directional) and G-C Exterior(2) 0-6-12 to 3-5-12, Interior(1) 3512 to 10-4-4 zone; cantilever left and
right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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£-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 at joint(s)1 except (jt=1b) 5=103,
6=289, 7=219.
LOAD CASE(S) Standard
000
Truss
iruss lype
My
1593771-TREFEUNERDAY
15937]7
MVO
GABLE
JUly
1
1
Job Reference (optional)
BuaCem Feel source. Meet City, Florida 33566
4
0
a290 aJun 122a1a MTek ee4istrie5, ha Fri Jan 4 a6:51512019 Paga 1
ID:rGbslGthaH62Jmbhulc?8TzypGH-0jNpYa?eU?OOHJUT15lM74fihu21Mh2zdZzaryoOc
aN II
4
3x4 G 7 6 5
20 II 2x4 II 2x4 II
11-4-0
Scale=1.44.7
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL
in (too)
Well
Ld
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.33
TC 0.33
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.33
BC 0.17
Vert(CT)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Ina
YES
WB 0.25
Horz(CT)
0.00 5
n/a
n1a
BCDL 10.0
Code FBC2017ITP12014
MatrixSH
Weight: 601b FT=20Y
LUMBER- BRACING
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
.OTHERS 2x4 SP No.3 WEBS
1 Row at midpt 4-5
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
-REACTIONS. All bearings 12-0-0.
(lb) - Max Hom 1=471(LC 12)
Max Uplift All uplift 100 Ib or less at joint(s)
except 5=-105(LC 12), 6— 279(LC 12), 7= 272(LC
12)
Max Grev All reactions 250 Ib or less at
joint(s)1, 5 except 6=578(LC 17), 7=481(LC 17)
FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-8-565/497, 2-8= 544/530, 2-9=367/325, 3-9---341/331
WEBS 3-6=-529/412,2-7=-480/347
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf;, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II;
Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) G-5-12 to 3-5-12, Interior(1) 3-5-12 to 11-104 zone; cantilever left
and light exposed ;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 beating.
3) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent 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 fall 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 1051b uplift at joint 5, 279 lb uplift at joint 6
and 272 lb uplift at joint 7.
LOAD CASE(S) Standard
N65
m66 Typo
1593771-MEFELINER-GAY
1593771
FBD1
GABLE
27
1
Job Reference o ton
Bu9ders Post Source, Flam City, Florida 33566
3x4 =
3x4 =
3x4 =
Scale =1:113
Plate Offsets MY)—
13:0-2-0.Edgel
LOADING (psQ
SPAdNG- 2-0-0
CSL
DEFL
in Poe)
Udeg
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.33
TC 0.15
Ven(LL)
n/a -
n/a
999
MT20
244/190
TCDL 15.0
Lumber DOL 1.33
BC 0.31
Ven(CT)
rda -
n/a
999
BCLL 0.0 '
Rep Stress Ina YES
W8 0.00
Horz(CT)
0.00 5
n/a
rJa
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 15 It,
FT=20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
BRACING-
TOPCHORD
SOTCHORD
REACTIONS All boarings 5-6-0.
(lb) - Max Horz 1-- 43(LC 10)
Max Uplift All uplift 100 Ill or less at joint(s) 1, 5 except 2= 115(LC 12), 4= 115(LC 12)
Maz Grav All reactions 250lb or less at joint(s)1, 5 except 2=291(LC 1), 4=291(LC 1)
FORCES. (Ib) - Max. CompJMax. Ten. - All forces 260 lb) or less except when shown.
TOP CHORD 2-3--186/26313-4= 186/263
Structural wood sheathing directly applied or 5-6.0 oc purlins
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) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45t; L=24ft; eave=2f ; Cat. II;
Exp C; Encl., GCpi=0.18; MIN FRS (directional) and C-C Comer(3) zone; cantilever let and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL--1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (none] to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-M oc.
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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Previde mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb)
2=115, 4-115.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard