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i
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
RE: Job XCAS65190 A-1 Roof Trusses
4451 St Lucie Blvd
Site Information: Fort Pierce, FL 34946
Customer Info: CALATLANTIC HOMES - S FL DIVISION Project Name: MASTER MODELS
Lot/Block: 16 Model: 6519 C
Address: Subdivision: RIVERBEND
City: County: MARTIN State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 170 MPH
Roof Load: 45.0 psf Floor Load: 0.0 psf
This package includes 88 individual, dated Truss Design Drawings and 16 Additional Drawings.,
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index shee i/ r
conforms to 6]G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal,#
Truss Name
Date
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
1
A0225291
A01G
3/31/17
13
A0225303
A14G
3/31/17
25
A0225315
B11
3/31/17
2
A0225292
A02
3/31/17
14
A0225304
A15G
3/31/17
26
A0225316
B12G
3/31/17
3
A0225293
A03
3/31/17
15
A0225305
601
3/31/17
27
A0225317
B13
3/31/17
4
A0225294
A04
3131/17
16
A0225306
B02
3/31117
28
A0225318
B14
3/31/17
5
A0225295
A05
3131/17
17
A0225307
B03
3/31/17
29
A0225319
B15
3/31/17
6
A0225296
A07
3131/17
18
A0225308
B04
3/31/17
30
A0225320
B16
3131/17
7
A0225297
A08
3/31/17
19
A0225309
B05
3/31/17
31
A0225321
B17
3/31/17
8
A0225298
A09
3/31/17
20
A0225310
B06
3/31/17
32
A0225322
B18G
3/31/17
9
A0225299
A10
3/31/17
21
A0225311
B07
3/31/17
33
A0225323
C01G
3/31/17
10
IA0225300
All
3/31/17
22
A0225312
B08
3/31/17
1 34
A0225324
CO2
3/31/17
11
A0225301
Al2
3131/17
23
A0225313
B09
1 3/31/17
35
A0225325
CO3
3/31/17
12
A0225302
A13
3/31/17
24
A0225314
B10
13131/17j
1 36
1 A0225326
C04.
3/31/17
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based,on.the parameters proyided.byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solelyfor the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSI/TPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents)
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents) are specialty structural component designs and may be pAothor
projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represe acceptance of professional
engineering responsibility for the design of the Ingle ss depicted on the TDD onl .1 Q m
Building Designer is responsible for and shall oordinata and review the TDDs for
compatibility with their written engineering req imments. Please review all TDDs ALL
related notes.
PT
n�N
,.., Pa e 1 of 2
0
t
A4 ROOF
TRUSSES
A, FLORIDA CORPORATION.
RE: Job XCAS6519C
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
37
A0225327
C05
3/31/17
75
A0225365
P1307
3/31/17
38
A0225328
C06
3/31/17
76
A0225366
PB08
3/31/17
39
A0225329
C07
3/31/17
77
A0225367
PB10
3/31117
40
A0225330
C08
3/31/17
78
A0225368
VM02
3/31/17
41
IA0225331
C09
3/31/17
79
A0225369
VM04
3/31/17
42
A0225332
C10G
3/31/17
80
A0225370
VM06
3/31/17
43
A0225333
CJ1
3/31/17
81
A0225371
VM07
3/31/17
44
A0225334
CJ1P
3/31/17
82
A0225372
VM08
3/31/17
45
A0225335
CJ3
3/31/17
83
A0225373
VM10
3/31/17
46
A0225336
CJ3A
3131/17
84
A0225374
VM11
3/31/17
47
A0225337
CJ3C
3/31/17
85
A0225375
VM13
3/31/17,
48
A0225338
- CJ3P
'3131/17
`86 -
A0225376
VM3
3131/17
49
A0225339
CJ5
3/31/17-
87
A0225377
VM3A
3/31/17
50
A0225340
CJ5A
3/31/17
88
A0225378
VM6A
3/31/17
51
A0225341
CJ5P
3/31/17
89
STDL01
STD. DETAIL
3/31/17
52
A0225342
CH
3/31/17
90
STDL02
STD. DETAIL
3/31/17
53
A0225343
D01
3/31/17
91
STDL03
STD. DETAIL
3/31/17
54
A0225344
E01
3/31/17
92
STDL04
STD. DETAIL
3/31/17
55
A0225345
E02
3/31/17
93
STDL05
STD. DETAIL
3131/17
56
A0225346
E03
3/31/17
94
STDL06
STD. DETAIL
3/31/17
57
A0225347
FG01
3/31/17
95
STDL07
STD. DETAIL
3/31/17
58
A0225348
FG02
3/31/17
96
STDL08
STD. DETAIL
3/31/17
59
A0225349
HJ5
3/31/17
97
STDL09
STD. DETAIL
3/31/17
60
A0225350
HJ5C
3/31/17
98
STDL10
STD. DETAIL
3/31/17
61
A0225351
HHP
3/31/17
99
STDL11
STD. DETAIL
3131/17
62
A0225352
HJ9
3/31/17
100
STDL12
STD. DETAIL
3131/17
63
A0225353
J5
3/31/17
101
STDL13
STD. DETAIL
3131/17
64
A0225354
J5C
3131/17
102
STDL14
STD. DETAIL
3131/17
65 IA0225355
J5G
3/31/17
103
STDL15
STD. DETAIL
3/31/17
66 IA0225356
J7P
3/31/17
104
STDL16
STD. DETAIL
3/31/17
67
A0225357
J9
3/31/17
68
A0225358
J9A
3/31/17
69
A0225359
PB01
3/31/17
70
A0225360
PB02
3/31/17
71
A0225361
PB03
3/31/17
72 IA0225362
PB04
3/31/17
73
A0225363 I
P1305
3/311/17
74 IA0225364
1
PB06
3/31/17
Page 2 of 2
M
Job
Truss
Truss Type
Qty
Ply
A0225291
XCAS6519C
A01G
GABLE
1
1
Job Reference (optional)
Al hcooT i russes, ron rserce, rL awavo, oe5191]La iuuss.wni
ID:PU4MrygZ_tyuGVhn�
,14-0 3-10-13 7-6-3 11-11-6 , 15-10-0 , 19-8-10 , 24-1-1'
312016 MiTek Industries, Inc. Fri Mar 31 09:12:45 2017 Page 1
1-4-0 3-10-13 ' 3-7-5
4-5-3 3-10-10
' 3-10-10 " 4-5-3
3-/-b
3-1U-14 1-4-U
4x4 =
7.00 12
1.5x4 I I
Dead Load DeB. = 5/16 in
1.5x4 11
7 1.5x4
11
1.5x4 11
4x4 iX4x4
5x6 G 1.5x4 11 6 T
1.5x4 11
3x6 41,
3x4 i
5 S
29
3x4
1.5x4 II 4
110
i
3x4 T
63x41.5x4
II 5
11
ST14
1.5x4 11
2
12 1.5x4 II
2
1
n
13 E�
52 53 54 55
20 19
56 57 5859 60
18
17 61
16 62
15 63
14 64
48 = 6x6 = 6x6 =
7x10 =
3x6 =
3x4 =
3x6 =
3-10-13 7-6-3
11-11-6 15-10-0
19-8-10
24-1-13
27-9-3
31-4-8 31rs-0
3-10-13 3-7-5
4-5-0 3-10-10
3-10-10
41
3-7 6
3-7-6 0- -8
Plate Offsets (X,Y)— [2:0-4-0,0-1-11], [3:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-3-0,0-3-0], [6:0-0-12,0-2-0], [8:0-0-12,0-2-0],
[10:0-1-12,0-1-8], [11:0-1-12,13-1-8], [17:0-3-8,0-4-8],
[18:0-3-0 0-4-41 [19'0-3-0 0-3-121
LOADING(psf)
SPACING- 2-0-0
CS1.
DEFL.
in floc)
I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.68
Vert(LL)
-0.18 18-19
>999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.72
Vert(TL)
-0.52 18-19
>733 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.96
Horz(TL)
0.13 12
n/a n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.25 18-19
>999 240
Weight: 365 Ito FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E *Except*
132: 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
W7,W5: 2x6 SP No.2
OTHERS 2x6 SP No.2 *Except*
01: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-13 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 7-1-3 oc bracing.
WEBS
1 Row at midpt 6-17
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quid -
REACTIONS. (lb/size)
2 = 2995/0-8-0 (min. 0-2-8)
12 = 2129/0-8-0 (min. 0-2-8)
Max Harz
2 = 414(LC 43)
Max Uplift
2 =-1237(LC 8)
12 =-791(LC 9)
Max Grav
2 = 2995(LC 1)
12 = 2129(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5403/2232, 3-51=-5085/2096,
4-51=-4990/2069,4-5=-3941/1578,
5-6=-3862/1594, 6-7=-2669/1159,
7-8=-2720/1169, 8-9=-2995/1211,
9-10=-3073/1196, 10-11=-3462/1300,
11-12=-3730/1357
BOT CHORD
2-52=-2012/4615, 2-53=-2023/4635,
20-53=-2023/4635, 20-54=-2023/4635,
54-55=-2023/4635, 55-56=-2023/4635,
BOT CHORD
2-52=-201214615, 2-53=-2023/4635,
20-53=-2023/4635, 20-54=-2023/4635,
54-55=-2023/4635, 55-56=-2023/4635„
19-56=-2023/4635, 19-57=-1776/4310,
57-58=-1776/4310, 58-59=-1776/4310,
18-59=-1776/4310, 18-60=-1220/3336,
17-60=-1220/3336, 17-61=-786/2587,
16-61=-786/2587, 16-62=-898/2943,
15-62=-898/2943, 15-63=-1058/3187,
14-63=-1058/3187,14-64=-1058/3187„
12-64=-1058/3187,12-65=-1048/3171
WEBS
7-17=-1 033/2386, 8-17=-641/396,
8-16=-168/483, 10-16=-498/300,
10-1 5=-66/376, 11-15=-345/207,
11-14=0/257, 6-17=-2171/1079,
6-18=-963/2211, 4-18=-1364/778,
4-1 9=-581/1204, 3-19=-428/290
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf;
h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); end vertical left and right exposed; Lumber
DOL=1.25 plate grip DOL--1.25
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 ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) * 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.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 1237 lb uplift
at joint 2 and 791 lb uplift at joint 12.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 213
lb down and 212 Ito up at 4-8-0 on top chord, and 258
lb down and 136 lb up at 4-8-0, 180 Ito down and 136
lb up at 6-8-12, and 180 lb down and 136 lb up at
8-8-12, and 1440 lb down and 567 lb up at 10-7-4 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-7=-70, 7-13=-70, 2-12=-20
Concentrated Loads (lb)
Vert: 51=-99(B) 54=-208(B) 56=-170(B) 57=-170(B)
59=-1440(B)
Wranr-flu«@eneS«rrerca@e'1�1 i0u.npSSfl(Std!i'�vTr3M ifltlf 6GispIIIGA5fpt104riDrR'j1aCi5irraYilrb:n ierdrfuip pn..an rdred ulru!is inn hsippnebr�T4;m1@e rdiorl.Lxhe,rt.Ir�eas Sie±tlefue n!. pebn o'lmhe sMelu@e 1p4alT
MTek—A,FW,s, lawd1.VTppurrs.I.Asrtn:son:,etgas{,,5r«,stsbq 4ftsMnz,yTasgmms..Mranaror@treupdcesby,Tmssymxsro:rponry.«to MI. Ntrsys—nryus.W41—rtnns.somtar.', Anthony T.Tomlw111,P.E.
rrdredhsi,m Wrurreiexrb@e rtspnitiydde O.ev,Ea pads eaTn�iegedn M>raTEq png«,b@ewledd@eliw@e lx ul!irbal �efag sdrrdR4l.flxefl:nrid@rlpaur agrfi:umd@e inss,¢drral!usT«g.strge,hsbpeaued hear sSdik@snsrusb0iryd : ' #80083 @e H!Aorpsipxal6>+rAn, rlluteael eq ie@:IpC nl@s poCiasnl rri:M7ue!!sleiSqrteysenlSa!e¢ldase!wa1tS�roVfxlal lrRl nl SSrS rtndnn!e!!xflavd pila«e.lTnliefius@e«srns'kii5n nrlCfiesd@annpsg«,Tars ksireryseerzrdlnssY3efi�m,wlsn l 4451 St. Lucie Blvd.
r@nmeuraryeTxacdep tgn@w, elTtltrtlbsbntrz!!prnnDtnbrealsrgl@ermAbrp«Ip«,«TmsSMearerR«o!urb7trdparadtrel«asrrusddndxnn. Fort Pierce, FL 34946
�Cappight�1416A-09aolimssas-Aathpsryi,Tam5a111,P.E. pepsadanianalihisdommeat,inapyfosm,isprp6iEhzdwa6ounhe«rineopesmissicafromA�lAsafTmsses-AnshoayT.Tamlaill;P.E.
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
A02
COMMON
10
1
A0225292
Job Reference (optional)
i Root i russes, Pori Pierce, FL 34940, oesignLalrruss.com {tun: MU2u s Aug 31 Zulu mint: 8.UZU s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:46 2017 Page 1
I D:PU4MrygZ_tyuGVhnMdh2ZPyH?LO-YMALJpjb9jXLAgSEJkmF?lb7PPnDugsjE2d?gxzVTkl
i1I 7-11-13 1510-0 23-8-4 31-0-0
1-4-0 7-11-13 7-10-3 7-10 4 7-3-12
7.00 12 4x6 =
Dead Load Defl. = 3/8 in
1.5x4 11Pill2
1.Sx4 \\
3
4x6 i
4
T
2
3
3x4
6 1.5x4
1
7
Rq
3x4•:
8
��.� 9 ppc
20 21
22 11
23 24
25 10
26
27
5x6 =
5x6 =
4x8 I i
3x6 G
i
114-14
20-3-3
30-8-8
11-4-14
8-10-4
10-5-5
_31-0-0
— — 0-1-8
Plate Offsets (X,Y)— [2:0-2-4,0-1-81, [4:0-3-0,Edge],
[9:0-4-15,Edge],
[10:0-3-0,0-3-0]
[11:0-3-0 0-3-4]
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.95
Vert(LL)
-0.42 11-15
>881
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.87
Vert(TL)
-0.81 11-15
>457
240
BCLL 0.0 '
Rep Stress Incr YES
WB
1.00
Horz(TL)
0.09 9
n/a
n/a
BCDL 10.0
Code FBC20141TP12007
Matrix -MS
Wind(LL)
0.10 10-11
>999
240
Weight: 153 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except`
T3: 2x4 SP M 31
BOT CHORD 2x4 SP M 30 *Except*
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
SLIDER
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 7-0-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1505/0-8-0 (min.0-1-12)
9 =
1379/Mechanical
Max Horz
2 =
404(LC 9)
Max Uplift
2 =
-510(LC 12)
9 =
-449(LC 13)
Max Grav
2 =
1505(LC 1)
9 =
1379(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2639/1385, 3-4=-2427/1318,
4-5=-2362/1346, 5-6=-2317/1320,
6-7=-2381/1284, 7-8=-2483/1354,
8-9=-1198/75
BOT CHORD
2-20=-1034/2117,20-21=-1034/2117,
21-22=-1034/2117,11-22=-1034/2117,
11-23=-424/1197,23-24=-424/1197,
24-25=-424/1197, 10-25=-424/1197,
10-26=-989/2044, 26-27=-989/2044,
9-27=-989/2044
WEBS
3-11=-836/665, 5-11=-484/965,
5-10=A41/884, 7-10=-773/621
WEBS
3-11=-836/665, 5-11=-484/965,
5-10=-441/884, 7-10=-773/621
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,-
h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-0-2,
Exterior(2) 5-0-2 to 15-10-0, Corner(3) 15-10-0 to
22-2-2 zone; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 510 lb uplift at
joint 2 and 449 lb uplift atjoint 9.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Qty
Ply
A0225293
XCAS6519C
A03
HALF HIP
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
A-4-0 8-8-2
Run: 8.020 s Aug 312016 Print: 8.020 s
7.00 FIT 4x8 =
2016 MiTek Industries, Inc. Fri Mar 31 09:12:47 2017 Page 1
,H?LO-OYkkX9jDwl fCn_l QtRHUYV7Lgp6gdKpsTiNZCNzVTkk
3x4 = 1.5x4 11
Dead Load Defl. = 5116 in
tc IV �
3x8 i 1.5x4 11 3x4 = 30 11
48 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.71
Vert(LL)
-0.33
9-10
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.91
Vert(TL)
-0.64
9-10
>579
240
BCLL 0.0
Rep Stress In
YES
WB 0.82
Horz(TL)
0.09
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.10
12-16
>999
240
Weight: 197 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2 *Except*
133: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
W3: 2x4 SP No.2
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-6-15 oc bracing.
WEBS
1 Row at midpt
3-10, 8-10, 4-8, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1370/Mechanical
2 = 1500/0-8-0 (min.0-1-12)
Max Horz
2 =
548(LC 12)
Max Uplift
7 =
-564(LC 9)
2 =
-482(LC 12)
Max Grav
7 =
1370(LC 1)
2 =
1500(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2128/1175, 3-4=-1550/1005,
4-5=-1268/994
BOT CHORD
2-17=-1480/2188,17-18=-1480/2188,
12-18=-1480/2188, 12-19=1481/2186,
11-19= 148V2186, 10-11=-1481/2186,
8-9=0/278, 5-8=-227/679, 8-21=-984/1270,
21-22=-984/1269, 7-22=-985/1269
WEBS
3-12=0/339, 3-10=-1014/635,
WEBS
3-12=0/339, 3-10=-1014/635,
4-10=-50/381, 8-10=-1021/1431,
5-7=-1721/1339
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-3,
Extedor(2) 5-5-3 to 30-10-4 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20 ;Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 564 lb uplift at
joint 7 and 482 Ib uplift at joint 2.
8) This truss has been designed for a moving
concentrated load of 200.0Ib live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type Ory
Ply
XCAS6519C
A04
HALF HIP 1
1
A0225294
Job Reference o tional
s Row s russes, Pori Pierce, FL 34946, aessgn@aiiruss.com Run: 8.02U s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:48 2017 Page 1
ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-Uk16kVkrhKn2P7bcR9pj4jgSYDUnMIOOiL66kgzVTkj
8-4-6 17-2-0 24-0-0 31-0-0
4-6 8-9-10 6-10-0 7-0-0
7.00 FIT 7xB 11
3x4 = 2x4 11
- 13 '` 11 10
3x6 =
1.5x4 11 4x4 = 48 =
84-0
1.5x4 II
m
0
M
Dead Load Defl. = 114 in
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
-0.36 11-13
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.80
Vert(TL)
-0.63 11-13
>589
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.93
Horz(TL)
0.09 8
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.10 11-13
>999
240
Weight: 202 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 31 *Except*
T3: 2x4 SP No.2, T1: 2x4 SP M 30
BOTCHORD 2x4 SP No.2 *Except`
B3: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
Rigid ceiling directly applied or 4-6-4 oc bracing.
WEBS
1 Row at midpt
7-8, 3-11, 5-9, 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, m
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
1375/Mechanical
2 =
1496/0-8-0 (min. 0-1-12)
Max Horz
2 =
622(LC 12)
Max Uplift
8 =
-570(LC 9)
2 =
-487(LC 12)
Max Grav
8 =
1375(LC 1)
2 =
1496(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2271/1180, 3-4=-1395/808,
4-5=-1321/849, 5-6=-1125/847
BOTCHORD
2-18=-1609/2422, 13-18=-1609/2422,
13-19=-1609/2422, 12-19=-1609/2422,
11-12=-1609/2422, 6-9=-355/841,
9-21=-852/1136, 8-21=-852/1134
WEBS
3-13=0/372, 3-11 =-1 294/813, 5-11=-8/320,
9-11=-942/1379, 5-9=-262/133,
6-8=-1670/1255
WEBS
3-13=0/372, 3-11 =-1 294/813,
5-11=-8/320, 9-11=-942/1379,
5-9=-262/133, 6-8=-1670/1255
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,-
h=19ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-3,
Exterior(2) 5-5-3 to 30-10-4 zone; end vertical left
exposed;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
I O.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 570 lb uplift at
joint 8 and 487 lb uplift at joint 2.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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PY er Y P Y- P P Y
a
v
Job
Truss
Truss Type
Qty
Ply
A0225295
XCAS6519C
A05
HALF HIP
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:49 2017 Page 1
ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-zxsUyriTRevvlHAp_sKydwCdHdo_5Cf9w?sfHGzVTki
7.00 12 5x8 � 2x4 11 500 = Dead Load Defl. = 5/16 in
4x4 = 3x4 = 4x4 = 4x8 = 1.5x4 II
LOADING (psf)
SPACING-
2 4-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
-0.31 12-14
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.93
Vert(TL)
-0.64 12-14
>580
240
BCLL
0.0 '
Rep Stress Incr
NO
WB 0.93
Horz(TL)
0.07 20
n/a
n/a
BCDL
10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.12 12-14
>999
240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2 `Except`
Bl: 2x4 SP M 30, B3: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
2-0-0 oc purlins (3-1-8 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 4-5-2 oc bracing. Except:
1 Row at midpt 7-10
WEBS
1 Row at midpt
4-12, 6-10, 8-10
REACTIONS. (lb/size)
2 =
1744/0-8-0 (min. 0-2-1)
20 =
1573/Mechanical
Max Horz
2 =
725(LC 12)
Max Uplift
2 =
-566(LC 12)
20 =
-653(LC 9)
Max Grav
2 =
1744(LC 1)
20 =
1573(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2810/1477, 3-4=-2638/1438,
4-5=-1651/993,5-6=-1644/1035,
6-7=-1289/957, 7-8=-1300/967,
9-16=0/292, 8-16=0/292
BOT CHORD
2-21=-2020/3016, 14-21=-2020/3016,
14-22=-169712502, 22-23=-1697/2502,
13-23=-1697/2502, 12-13=-1697/2502,
7-10=-623/669
WEBS
3-14=-496/399, 4-14=-211/621,
4-12=-1295/846, 6-12=-203/642,
10-12=-1012/1561,6-10=-429/206,
8-10=-1332/1798
WEBS
3-14=-496/399,4-14=-211/621,
4-12=-1295/846, 6-12=-203/642,
10-12=-1012/1561, 6-10=-429/206,
8-10=-1332/1798
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-,
h=19ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-12,
Exterior(2) 5-5-12 to 30-6-12 zone; end vertical left
exposed;C-C for members and forces 8a MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 566 lb uplift at
joint 2 and 653 lb uplift at joint 20.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) Graphical purlin representation does not depict the
size or the orientation of the purin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
31
3x4 = 1
20
PLATES GRIP
MT20 244/190
Weight: 221 Ito FT = 0%
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Job
Truss
Truss Type
Qty
Ply
XCAS6519C
A07
JACK -CLOSED
7
1
A02252915
Jab Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:51 2017 Page 1
ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-vJ_EMXnkzF9dGbKB6HMQiLIOLQX3Z5KSOJLmL8zVTkg
1�4-p 6-10-14 14-2-9 21-5-10
4 6-10-14 7-3-11 7-3-1
7.00 12 3x8 =
6
3x4 3x4 : T
5 41 3x4 =
4i 1
E' to
3x4 G
3 4 5� 3x4 ,N
2
1.Sx4 11 v 1 j � i €
1 2 111 15 3x4 = .a
`t
16 9 17 8 18 19 20 7
44 = 1.5x4 II 5x6 = 44 =
6-10-14 14-2-9 21-2-2 21-5-10
LOADING(psf)
SPACING-
2-4-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
-0.21
7-8
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.76
Vert(TL)
-0.36
7-8
>721
240
BCLL
0.0
Rep Stress Incr
NO
WB 0.92
Horz(TL)
0.07
15
n/a
n/a
BCDL
10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.07
8-9
>999
240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W5: 2x4 SP No.2
OTHERS 2x4 SP No.2 *Except*
01: 2x4 SP No.3
BRACING -
TOP CHORD
2-0-0 oc purlins (4-8-4 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 5-1-6 oc bracing.
WEBS
1 Row at midpt 6-11, 3-8, 5-7
REACTIONS. (lb/size)
2 =
1250/0-8-0 (min. 0-1-8)
15 =
1067/Mechanical
Max Horz
2 =
862(LC 12)
Max Uplift
2 =
-296(LC 12)
15 =
-676(LC 12)
Max Grav
2 =
1250(LC 1)
15 =
1067(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1660/399, 3-4=-955/107,
4-5=-685/130, 7-11=-712/1274,
6-11=-712/1274
BOT CHORD
2-16=-1256/2031, 9-16=-1256/2031,
9-17=-1256/2031, 8-17=-1256/2031,
8-18=-648/1046,18-19=-648/1046,
19-20=-648/1046,7-20=-648/1046
WEBS
3-9=0/355, 3-8=-1115/694, 5-8=-245/724,
5-7=-1543/956
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,-
h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-3,
Extedor(2) 5-5-3 to 21-0-6 zone; end vertical left
exposed;C-C for members and forces $ MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) : This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 296 lb uplift at
joint 2 and 676 lb uplift at joint 15.
7) This truss has been designed for a moving
concentrated load of 200.OIb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/8 in
PLATES GRIP
MT20 244/190
Weight: 153 lb FT = 0%
- .. ifu;•ntWl'vr„,lMt?<dl°bdlui ilp$$a�$EIS'y(2S$}S('[ty$6ieB.ii�4$1}}FL�i�i7!Irl:'.Sri��:l:rdi�'115R.rttdrdlC{£t6:¢t;f:[S'�IFI{W1t5f4134 iRif$.YiJltiWi6it1$jC$LtitlStS§F.14G397wtf.lt!gn[f$¢MEJrtn BSL ImESS KH�M;Je SlStep'�Bi�, nlj
!!IlhtttH7#§V""ff1t4=Ni5!A(n GtICEUNnW. I.tT9Sf'rtS Et$Ultl1:.6 tFEiiJc'tji:tttp¢S Sed itWJFGAniUN^ri!ri>.tt�3s:SiRlfiEtt;•.:eafleepulria§;ts§:ts:+'ctkt k0p@5e 5iFgttian5itp edride l3ffrih,alnittd, hrhstpvsSnpKzMlntz§:ut6sts,s �t!(; Anthony T. Tombo Ilf, P.E.
xene a'65t rnnMueh ntan;<u;dinedtS..staJ,ls:Ccet{tW'wutly;WWRe 6ilup3t5iptt,bhesaz`sns'ftt 1(,�t4,tsa lurdlatiga:eadlill. ibgaEJdd16v 1'.puf W§5eN ,fd FrstLui rc92;m�& .stage,aJtGuiatrl6txs$skvChetarutpatA$i3§tt 380083
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Job
Truss
Truss Type
Qty
Ply
A0225297
XCAS6519C
A08
JACK -CLOSED
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:51 2017 Page 1
I D: PU4 MzygZ_tyu GVh n Mdh2ZPyH?LO-vJ_EMXnkzF9dGbKB6 H M Qi Ll_nQZ6Z73 S OJLmLBzVTkg
1-4 p 6-10-14 14-2-9 21-5-10
�4 6-10-14 7-3-11 7-3-1
7.00 12 3x8 =
3x4 i3x4 -i
4 581113x4 =
3x4
3 4 3x4 =
1
W2
1.5x4 II 1
in 3x4
1 2 �{115to
� it
16 9 17 8 18 19 20 7
4x4 = 1.5x4 II 5x6 = 3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.91
Vert(LL)
-0.21
7-8
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.63
Vert(TL)
-0.34
7-8
>763
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.81
Horz(TL)
0.06
15
n/a
n/a
BCDL
10.0
Code FBC2014/fP12007
Matrix -MS
Wind(LL)
0.06
8-9
>999
240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T1: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W5: 2x4 SP No.2
OTHERS 2x4 SP No.2 *Except*
01: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-5-3 oc bracing.
WEBS
1 Row at midpt 6-11, 3-8, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1072/0-8-0 (min. 0-1-8)
15 =
915/Mechanical
Max Horz
2 =
766(LC 12)
Max Uplift
2 =
-271(LC 12)
15 =
-608(LC 12)
Max Grav
2 =
1072(LC 1)
15 =
915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1422/363, 3-4=-819/101,
4-5=-587/120, 7-11=-641/1117,
6-11 =-641/1117
BOT CHORD
2-16=-1122/1778,9-16=-1122/1778,
9-17=-1122/1778,8-17=-1122/1778,
8-18=-581/918, 18-19=-581/918,
19-20=-581/918, 7-20=-581/918
WEBS
3-9=0/332, 3-8=-973/618, 5-8=-221/629,
5-7=-1356/858
WEBS
3-9=0/332, 3-8=-973/618, 5-8=-221/629,
5-7=-1356/858
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf;
h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-3,
Exterior(2) 5-5-3 to 21-0-6 zone; end vertical left .
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,,with BCDL =
10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 271 lb uplift at
joint 2 and 608 lb uplift at joint 15.
7) This truss has been designed for a moving
concentrated load of 200.OIb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Defl. = 118 in
PLATES GRIP
MT20 244/190
Weight: 152 lb FT = 0%
sisrds;•Rere�txi}uliex dr't•lriitAS'x'>i Efttk'y E�Tts!Rtu:LEOl�iik]tSr4:IJp{'}u!gjFEU7k':i3E�otli'hm,sefilrrec}ra.+ns edretfadn�lYs inss C;aprs+iq}1C:jWGe#iks}I.IesixFJ.l:.kh:unS2eAtdrene Ca:nso?ssr�e fi~e!tt@e R9,nl)
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e E(?RItE9FlthireL^YSTjttd4}fII 641:U?]EY ali}&11tSlfthaE. ]ftT!SS ]ifapfa S: �5 ��r6af}LYLj93'aa reff5)f57aLlfFfiEaf: i)Q)t1 P.j.26R}HLQtEiiiCStn Gt'°..S:d}�i )}W. Fort Pierce, FL 34946
ropyrigti02016Uloollaessu-Ambey/.TomboIl1,P.E. ReptodeakoOf0isdommeoyiacoy hm,isprobCitedrilbomIke wri)seapermission homA-1lodirsssts-AnIhayl.TocboIII: P.L
Job
Truss
Truss Type
Qty Ply
XCAS6519C
A09
HALF HIP
1 1
A0225298
Job Reference o tional
Al roof Trusses, Fort Pierce, FL 34946, eesignLaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:52 2017 Page 1
I D:PU4Mzyg;UyuGVhnMdh2ZPyH?LO-NVXdatnMkZHUulvOg?tfFZgAvggMldfbdz4KtbzVTkf
�1 4 p 6-6-5 12-9-3 19-0-0 ,21-5-1q
-0 fi-6-5 6-2-13 6-2-13 2T- 0
7.00 F12 4x4 = 5x10 =
Dead Load Defl. = 5/16 in
9 "8
4x4 = 3x4 = 5x6 WB=
1.5x4 II
3x8 =21-5-10
9-2-12
19-0-0
21-2-2
9-2-12
9-9-0
2-2-2
0-3-8
Plate Offsets (X,Y)— f6:0-2-4,0-2-01, (7:0-3-8,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.89
Vert(LL)
-0.40
9-11 >650
360
MT20 244/190
TCDL '15.0
Lumber DOL 1.25
BC 0.89
Vert(TL)
-0.70
9-11 >369
240
BCLL 0.0
Rep Stress Incr YES
WB 0.59
Horz(TL)
0.05
17 n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.06 11-16 >999
240
Weight: 169 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP Nc.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-9-5 oc bracing.
WEBS
1 Raw at midpt
7-13, 5-9, 6-9, 7-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
2 =
1073/0-8-0 (min.0-1-8)
17 =
914/Mechanical
Max Horz
2 =
690(LC 12)
Max Uplift
2 =
-299(LC 12)
17 =
-523(LC 12)
Max Grav
2 =
1073(LC 1)
17 =
914(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-18=-1403/377,3-1B=-1284/393,
3-19=-1208/358, 4-19=-1162/361,
4-5=-1122/377, 5-6=-347/49,
6-7=-273/154
BOT CHORD
2-20=-1004/1751,11-20=-1004/1751,
11-21=-634/1034, 10-21=-634/1034,
10-22=-634/1034,9-22=-634/1034
WEBS
3-11=-638/450, 5-11=-300/794,
5-9=-11681733, 6-9=-287/296,
7-9=-743/1349
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-3,
Intedor(1) 5-5-3 to 19-M, Exterior(2) 19-0-0 to 21-0-6
zone; end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 299 lb uplift at
joint 2 and 523 lb uplift at joint 17.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
.... ii=1.11"Sl �stt'Pylf'' (t!MS1ES�{I LV1MZrSWErif�-M'Ta{14 tQ�. ;St�11l �t�![I�d:[taw(�7.%t{�iJq.tttiYdtL'dEfC➢e•:'!t[44rtf{Sd35i1113f334 elila [yt�1Y(tl[t W{ StAa,, 11,kV.e1by'SSS, W16M OL MIS ew4isa Iced ISSISTt{.lr
tSiiet;c dxt'.:is:k'kn!i6!betC@knnlSialne:ty &qu!o{=y acaigigme:i;. is srfnsgl6Rmtnrs«asrulta{ eirekt zad r{aeniet:rtcat�C@t�katnipyf6r ngilLntisld!iaa(:t 130att,utn SFH. iva r}aas,+al�a:, tx a �as,s desu-`,r Anthony T. Tombo III, P.E.
sd3ud61sinctla anerJd�utan;lttstlrErktl �.eer, Csxsfra fitairxda;eatatL la'ivy 7a:tixyl36sra¢ teidE2f,Rt 8,'aup hudE dtt::�ad;Ftt. Tketptrddlhl ai utSd?rtd t'n:t,.0 die9SsSat,shrcle,afl¢[6�.z�dlret si lefitrxyufifi d - 60083
' of EiT{LL'i0SI,2S!WS{I3nt FL i�t 271i ad&i 6�11+6Q{�t(�i.'JS ta{stldS`JBSS'i118 tCtd.'.LJ{4:SYfiF`Sd.<(t (Sdli:O!,S{St�(Vttlfi?def ilt i£d$i:{qi id!!fNSdill,CS:I�fiAdfll t. lei dE!IitS lrtipC82 `A/i Rdt113941:StR55 �tEGpfSi1J31litt atFa.Wft G{iRiS Y2r✓SQati,Fd05f 4451 St, LUde 6lVd,
vh!eea{raaedNt a fryardosa h+natyEYdaattes saahrA iSA ns03stptepxa it KJI ie tdleR;tEstEy„mi�asSnbr EESiaeet dgfesinR d>'¢ttla:nedrrssan aat�el etlWl.
to r tI02616 A-1 toafitasei-Antba l.lombo III, P.L Pe mdatflon ofthis dommeat. in an ftm, is mhibited.ahout the wtinen erelssioafromA-1 Rootimssas-Amhee l.lem6o 11L P.E Fort Pierce, i•7. 34445
PY<g Y P Y' P P Y
4-
Job
Truss
Truss Type
Qty
Ply
A0225299
XCAS6519C
A10
HALF HIP
1
1
Jab Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:53 2017 Page 1
I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-ri5?nDo_VtQLVvUaDiOunmNKrECtl3ElydgtQl zVTke
14- 8-16 17-0-0 21-5-10
8-10-11 4-5-10
7.00 12 7x6 �- 6x8 =
X4 = o
FT
w a r
3x6 =
1.5x4 11 4x4 = 3x8 = 1.5x4 11
17
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL,
in floc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
-0.33 8-10
>780
360
TCDL
15.0
Lumber DOL
1.25
BC 0.74
Vert(TL)
-0.57 8-10
>454
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.70
Horz(TL)
0.06 16
n/a
n/a
BCDL
10.0
Code FBC20141TP12007
Matrix -MS
Wind(LL)
0.06 10-15
>999
240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-10-9 oc bracing.
WEBS
1 Row at midpt
6-12, 3-8. 5-8, 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
2 =
1074/0-8-0 (min.0-1-8)
16 =
912/Mechanical
Max Horz
2 =
612(LC 12)
Max Uplift
2 =
-326(LC 12)
16 =
-442(LC 12)
Max Gray,
2 =
1074(LC 1)
16 =
912(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-17=-1386/447, 17-18=-1264/466,
3-18=-1252/469, 3-4=-584/118,
4-5=-413/159, 5-6=-492/299
BOTCHORD
2-19=-969/1643, 10-19=-969/1643,
10-20=-969/1643, 9-20=-969/1643,
8-9=-969/1643
WEBS
3-10=01377, 3-8=-1296/752, 5-8=-387/415,
6-8=-732/1218
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-3,
Interior(1) 5-5-3 to 17-0-0, Exterior(2) 17-0-0 to 21-0-6
zone; end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus O' degree
rotation about its center.
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.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 326 lb uplift at
joint 2 and 442 Ib uplift at joint 16.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/4 in
PLATES GRIP
MT20 244/190
Weight: 153 lb FT = 0%
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Job
Truss
Truss Type
Qty
Ply
XCAS6519C
All
HALF HIP
1
1
A0225300
Job Reference (optional)
! scooi f russes, Fort Pierce, FL 34e46, eesign@aluuss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:12:55 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-n4DICugE1Ug31CezL7RMtBSi42uhV_k2JxJ_UwzVTkc
11-4-Q 6-7-12 15-0-0 21-5-10
i 4 6-7-12 8 4-5 6-5-10
7x10 MT20HSi
7.00 12
5x6 =
lu -_ — 8 _— _. 7
3x4 = 1.5x4 II
3x4 =
3x4 =
21
3x4 =
Dead Load Defl. = 3/16 in
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.83
Vert(LL)
-0.30
8-10
>869
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.72
Vert(TL)
-0.51
8-10
>499
. 240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.63
Horz(TL)
0.07
16
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.07
8-10
>999
240
Weight: 142 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except`
T3: 2x4 SP No.2
BOTCHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-6 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-7-10 oc bracing.
WEBS
1 Row at midpt 3-8, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
2 =
1067/0-8-0 (min. 0-1-8)
16 =
919/Mechanical
Max Horz
2 =
542(LC 12)
Max Uplift
2 =
-332(LC 12)
16 =
-380(LC 12)
Max Grav
2 =
1067(LC 1)
16 =
919(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-17=-1545/617,3-17=-1461/623,
3A=-750/264, 4-5=-610/295,
7-12=-536/962, 6-12=-536/962
BOTCHORD
2-18=-1065/1766, 10-18=-1065/1766,
10-19=-106511766, 9-19=-1065/1766,
8-9=-1065/1766, 8-20=-416/680,
20-21=-416/680, 7-21=-416/680
WEBS
3-10=0/352, 3-8=-1208/718, 5-8=-215/660,
5-7=-1106/669
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-3,
Interior(1) 5-5-3 to 15-0-0, Exterior(2) 15-0-0 to 21-0-6
zone; end vertical left exposed;C-C for members and
forces $ MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) All plates are MT20 plates unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 332 lb uplift at
joint 2 and 380 lb uplift at joint 16.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type Qty
Ply
A0225301
XCAS6519C
Al2
HALF HIP 1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
3x4 = 1.5x4 11 3x4 = 3x6 =
Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MI I ek Industries, Inc. Fri Mar 31 09:12:55 20i / 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-n4DICugE1Ug31CezL7RMtBSkf2vyV??2JxJ_Utn
7.00 12 4x6 3x4 = 5x6 =
3x4 =
r;
3x4 =
17 0
Y
3x8 =
13-0-0 21-2-2 21,5-10
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
-0.27
8-10
>935
360
TCDL
15.0
Lumber DOL
1.25
BC 0.70
Vert(TL)
-0.43
8-10
>593
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.55
Horz(TL)
0.05
17
n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.06 10-11
>999
240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-12 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-6-0 oc bracing.
WEBS
1 Row at midpt 3-10, 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 1064/0-8-0 (min.0-1-8)
17 =
922/Mechanical
Max Horz
2 =
470(LC 12)
Max Uplift
2 =
-335(LC 12)
17 =
-368(LC 9)
Max Grav
2 =
1064(LC 1)
17 =
922(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-18=-1652f731,3-18=-1584/748,
3-4=-913/392, 4-5=-811 /427,
5-6=-827/506, 8-13=-547/901,
7-13=-547/901
BOT CHORD
2-19=-1118/1813, 11-19=-111811813,
11-20=-1118/1813, 10-20=-1118/1813,
9-10=-335/490, 9-21=-335/490,
21-22=-335/490, 22-23=-335/490,
8-23=-335/490
WEBS
3-11=01318, 3-10=-1067/659,
6-8=-935/651, 6-10=-388/737
WEBS
3-11=0/318, 3-10=-1067/659,
6-8=-935/651, 6-10=-388/737
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=17ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-2,
Interior(1) 5-5-2 to 13-0-0, Exterior(2) 13-0-0 to 21-0-6
zone; end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any,other live
loads.
5) + This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
I O.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 335 lb uplift at
joint 2 and 368 lb uplift at joint 17.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Defl. =118 in
PLATES GRIP
MT20 244/190
Weight: 143 lb FT = 0%
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{
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
A13
HALF HIP::
1
1
A0225302
Al R—fTnesses Fort Piorrp
PI g4QA6 !to�r,.on�{r.,,«
�.,,., o,..... t,ri„ _ A.
Job Reference . ti . .
__---_____,._._._, ___.�..�_.................,..,,,..,..,.,sr,..y,,<�wr,un.o.ucu arsu9— ZU10 MIIeK If10l15Ine5, Inc. rn Marrii 09:i2:5ti 201/Page'
ID:PU4Mzyg4_tyuGVhnMdh2ZPyH?LO-FHn7QEgs000wMMD9vgybPP?uJRC7ETCBXb2X1MzVTkI
F14-0, 6-0-10 11-0-0 16-1-1 21-5-10
1-4-0' 6-0-10 4-11-7 5-1-1 5 4-9
3x4 =
4x4 = Dead Load DeFl. = 5/16 in
3x4 = 5x6 =
I
i
I�
j
3x8 = 3x4 = 4x4 =
4x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.51
7-9
>507
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.83
Vert(TL)
-0.82
7-9
>314
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.49
Horz(TL)
-0.04
15
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.05
9-14
>999
240
Weight: 129 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2'Except'
B1: 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-3-7 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 7-3-3 oc bracing.
WEBS
1 Row at midpt 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1073/0-8-0 (min. 0-1-8)
15 =
913/Mechanical
Max Horz
2 =
398(LC 12)
Max Uplift
2 =
-333(LC 12)
15 =
-366(LC 9)
Max Grav
2 =
1073(LC 1)
15 =
913(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-16=-1407f724,16-17=-13681735,
3-17=-1332f749, 3-4=-1039/564,
4-5=-942/568, 7-11=-509/805,
6-11=-509/805
BOT CHORD
2-19=-988/1481,9-19=-988/1481,
8-9=-460/621, 8-20=-460/621,
20-21=-460/621, 7-21=-460/621
WEBS
3-9=-653/505, 5-9=-224/530,
5-7=-906/689
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-0-9.
Interior(1) 5-0-9 to 11-0-0, Exterior(2) 11-0-0 to 20-0-5
zone; end vertical left exposed;C-C for members and
forces 8t MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 333 lb uplift at
joint 2 and 366 lb uplift at joint 15.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Saaq-Fletsemro;Yl re!kx &e F t FittDSLs(sE(trJ'tf,piYs!'tt416tDG6rDRtE11C#1{'.8!�F.1K1eii f3t,-'YI'4!a, ttetedccle tcfzeY!sc¢itee(esksteVTs!Nil6!apNS�eniilDC}ezi s f#en, t.!eciam,ft.6"xnnAtetEefm est, hostFmist sk4.91'-Krdt
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Job
Truss
Truss Type Qty
Ply
A0225303
XCAS6519C
A14G
Half Hip Girder 1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, I-L 34946, destgn(ooaltruss.com
Kun: MUM S AUg Jl Luia F'nni: o.uzu s Hug J t GU 10 Will UK Ir1UUSUlub, 111U. rll IvIdl J I uo. 14.ue Lu It rdyU
4x8 =
4x6 =
Dead Load Defl. = 3/16 in
46 = 2x4 11 7x6 = MID = 6x8 = 5x6 11
15-T-8
LOADING (psf)
SPACING-
2-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
10
TC 0.72
Vert(LL)
-0.10
8-10
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.88
Vert(TL)
-0.30
8-10
>870
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.80
Horz(TL)
0.08
16
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.18
8-10
>999
240
Weight: 153 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except*
T2: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 *Except*
132: 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W6,W5: 2x4 SP No.2
OTHERS 2x6 SP No.2 `Except*
01: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-8-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-11-7 oc bracing.
WEBS
1 Row at micipt 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uid-
REACTIONS. (lb/size)
2 =
2276/0-8-0 (min. 0-2-11)
16 =
2834/0-3-8 (min. 0-1-8)
Max Harz
2 =
366(LC 8)
Max Uplift
2 =
-1217(LC 8)
16 =
-1670(LC 5)
Max Grav
2 =
2276(LC 1)
16 =
2834(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3997/2162, 3-4=-3672/2069,
4-17=-2643/1555, 17-18=-2643/1555,
18-19=-2643/1555, 5-19=-2643/1555,
5-20=-2643/1555, 20-21=-2643/1555,
21-22=-2643/1555, 6-22=-2643/1555,
7-13=-203/479, 6-13=-203/479
BOT CHORD
2-23=-2093/3401, 2-24=-2105/3418,
11-24=-2105/3418,11-25=-2105/3418,
10-25=-2105/3418, 9-10=-1887/3149,
BOTCHORD
2-23=-2093/3401, 2-24=-2105/3418,
11-24=-2105/3418,11-25=-2105/3418,
10-25=-2105/3418, 9-10=-1887/3149,
9-26=-188713149, 26-27=-1887/3149,
27-28=1
1887/3149, 8-28=-1887/3149,
8-29=-196/321,29-30=-196/321,
30-31=-196/321, 31-32=-196/321,
7-32=-196/321
WEBS
3-11=-37/289, 3-10=-498/408,
4-10=-1065/1830, 4-8=-654/476,
5-8=-652/605, 6-8=-1835/3135
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf;
h=25ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); cantilever left and right exposed ; end
vertical left exposed; Lumber DOL=1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Concentrated loads from layout are not present in
Load Case(s): #101 1st Moving Load; #201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load; #1001 10th
Moving Load; #1101 11th Moving Load.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Bearing atjoint(s) 16 considers parallel to grain
value using ANSI/TPI 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 1217 Ib uplift
at joint 2 and 1670 Ib uplift at joint 16.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)156
Ib down and 118 Ib up at 11-0-12, 156 Ib down and
118 Its up at 13-0-12, 156 Ib down and 118 Ib up at
15-0-12, 156 Its down and 118 Its up at 17-0-12, and
156 Ib down and 118 Ib up at 19-0-12, and 151 Ib
down and 119 Ib up at 20-3-12 on top chord, and
1258 Ib down and 863 lb up at 9-0-0, 264 Ib down and
143 Ib up at 11-0-12, 264 Ib down and 143 Ib up at
13-0-12, 264 Ib down and 143 Ib up at 15-0-12, 264 Ib
down and 143 Ib up at 17-0-12, and 264 Ib down and
143 Ib up at 19-0-12, and 265 Ib down and 142 Ib up
at 20-3-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
12) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-4=-70, 4-6=-70, 2-7=-20
Concentrated Loads (lb)
Vert: 9=-262(F) 1 0=-1 258(F) 17=-47(F) 18=-47(F)
19=-47(F) 20=-47(F) 21=-47(F) 22=-50(F)
27=-262(F) 28=-262(F) 29=-262(F) 31=-262(F)
32=-264(F)
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maxintrFaetlrstaerA!pelpnmw�rrg4e!Pvonn1111A Fort Pierce, FL 34946
Copyright 0 2016 A-1 toallmsses- Amhooy f.Tembo ill, P.P. lieplodudion of this dolament,in onyform, isptohibiled wahoutthe mirten permission from A4 Aaof Trusses-Anthooyr. Tomball], P.E.
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
A15G
HIP GIRDER
1
3
LbA0225304
Reference (optional)
A! nuui 1 cusses, run rlerce, FL 34946, aesignLaiiruss.com Run: ts.uzu s Aug 31 zu16 vnnt: 6.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:59 2017 Pagel
ID:PU4Mzyg2_MuGVhnMdh2ZPyH?LO-gsTG2Gt15jAVDgxkazVl l l dS3fJKRlbd EZHBdhzVTkY
5-9-15 1 11-4-6 15-11-3 1 0-4-5 2411-22 -2
5-9-15 5-6-7 4-6-13 4-5-1 4-6-13 1-3
7.00 12
5x6 ::� 1.5x4 II 3x10 =
3 4 __ 5
4x4 =
ilIKt1
4x8 I I 7x6 = JUS26 5x6 = 3x6 11 4x10 :::::
JUS26 JUS26 JUS266x6 = 7x8 = JUS26 7x8 =
JUS26 JUS26 JUS26 JUS26 JUS26
JUS26 JUS26 JUS26 JUS26 JUS26 JUS26
Dead Load Defl. = 3/16 in
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.51
Vert(LL)
-0.10 13-14
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.48
Vert(TL)
-0.28 13-14
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.77
Horz(TL)
0.04 8
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.17 13-14
>999
240
Weight: 1036 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W6: 2x6 SP No.2, W1,W8: 2x8 SP No.2
W2,W7: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 5-9, 7-8
REACTIONS. (lb/size)
15 =
13979/0-6-12 (min. 0-3-14)
8 =
13842/Mechanical
Max Horz
15 =
458(LC 5)
Max Uplift
15 =
-7059(LC 8)
8 =
-8092(LC 5)
Max Grav
15 =
13979(LC 1)
8 =
13842(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-9130/4846, 2-3=-9211/5233,
3-4=-7710/4543, 4-5=-7710/4543,
5-6=-1245/742, 6-7=-1883/1096,
1-15=-11149/5892, 7-8=-11289/6618
BOT CHORD
15-16=-482/405,16-17=-482/405,
17-18=-482/405, 14-18=-482/405,
14-19=-4409/7802, 19-20=-4409/7802,
20-21=440917802,13-21=-4409/7802,
13-22=-4601/7916,12-22=-4601/7916,
12-23=4601/7916,11-23=4601/7916,
11-24=-3310/5587, 24-25=-3310/5587,
25-26=-3310/5587, 26-27=-3310/5587,
10-27=-3310/5587, 10-28=-3310/5587,
28-29=-3310/5587, 29-30=-3310/5587,
Continued on page 2
BOT CHORD
15-16=-482/405, 16-17=-482/405,
17-18=-482/405, 14-18=-482/405,
14-19=-4409/7802, 19-20=-4409/7802,
20-21=-4409/7802, 13-21=-4409/7802,
13-22=-4601/7916, 12-22=-4601/7916,
12-23=-4601/7916,11-23=-4601/7916,
11-24=-3310/5587,24-25=-3310/5587,
25-26=-3310/5587, 26-27=-3310/5587,
10-27=-3310/5587, 10-28=-3310/5587,
28-29=-3310/5587, 29-30=-3310/5587,
9-30=-3310/5587
WEBS
2-14=-787/702,2-13=-747/817,
3-13=-2658/4765, 3-11=-544/271,
4-11=300/262, 5-11=-3350/5767,
5-10=-3118/5225,5-9=-11795/7001,
6-9=-940/1464, 1-14=-5180/9890,
7-9=-5736/9730
NOTES-
1) 3-ply truss to be connected together with 10d
(0.131"x3') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
2x6 - 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vuit=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=23ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); end vertical left exposed; Lumber
DOL=1.25 plate grip DOL=1.25
5) Provide adequate drainage to prevent water
ponding.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
I O.Opsf.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 7059 lb uplift
at joint 15 and 8092 lb uplift at joint 8.
11) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
12) Use USP JUS26 (With 1 Od nails into Girder & 1 Od
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 0-9-8 from the left end to 24-9-8 to connect
truss(es) C08 (1 ply 2x4 SP), C07 (1 ply 2x4 SP), C06
(1 ply 2x4 SP), C05 (1 ply 2x4 SP), C04 (1 ply 2x4 SP)
CO3 (1 ply 2x4 SP), CO2 (1 ply 2x4 SP) to front face
of bottom chord.
13) Use USP JUS26 (With 10d nails into Girder & 1 Od
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 0-11-8 from the left end to 24-11-8 to
connect truss(es) A13 (1 ply 2x4 SP), Al2 (1 ply 2x4
SP), All (1 ply 2x4 SP), A10 (1 ply 2x6 SP), A09 (1
ply 2x4 SP), A08 (1 ply 2x4 SP), A07 (1 ply 2x4 SP) to
back face of bottom chord.
14) Fill all nail holes where hanger is in contact with
lumber.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-6=-70, 6-7=-70, 8-15=-20
Concentrated Loads (lb)
.. 6mer•Nnst•.ntAWe Mfik'V 10-HRDr$rMlEry031tUss 6(orM— 45 t€SIDNrG1!ejA:SBDfi'.fDE4 Wt1. Pair dtcpep;fat;esmitaltsNsn KS Ttiff Fni,t 3t6rf1CD1 rJ�f StWtli.:'lcxin,riillnelnitraElfrrctst. Ca4s: t:1a>s ftsMria:e ItO,npt
4i`:ft;f:eilt pYn ss ktsdin6t lDik5l nrd rftT:nsle:gtrgbeepyfre4tGj ue1•}:en€ltn7lDDnant„tnrnraflt'Rtslkst lnt ssrtnnti afpsll:+{sbt fx{fsytefdr strileLfn{LpmNmr1ti30ah,nta)fla.ltrGfrpnl+spti�;,fa'sitnG`nl s:ldf.3t Anthony T. Tot:Ibo]Ii, P.E.
1:{nta'P.h lntf (a ltrt { lf$'fY>fnSlttC!Y.�1 iSitft. �!('t'n(SIB 14li3Sint�tlk°{Vp�t1Ip3(P,UrX(X1ml k�♦ki��tdFMa 6i A?ftf4t8.{k't:f?16�1rn. r36irptFiff&t 1�t 3:36f n(Jtt{Yd tf a:t iltSS, JIRfYp p.flFftlt, 351iFStrS�!(tlkpifirif 6f tp(i.W.9p #80083
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�lftitin{uittt7ptrtti¢f�ulgtE 4 rtlp!lpDDpuarsanLtl itel.ss Dlti�tf'r3braitHll:kA inalq 3efigu,eeCasfSxftlll E'tpitta d¢S1�n1, rlainf ntdtizim of t�,e!dk1 ppl, 4451 5t, itlCie 61Vd.
Coprrigt101016d-1lot] Lnsses-AmEnayl.I4mbelil,P,Et!prod4icnaiffiisdowmentinanyfsln,isproDi6itrdrfAoaThe wlitttopetmissianitamA-Itooilmssef•Amhneyl,tem5oiif:P.L Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
A15G
HIP GIRDER
1
3
AO225304
Job Reference (optional)
Al Roof Trusses, Fort fierce, M 3494ti, aesignLa1Iruss.com
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 9=-2032(F=-988, B=-1044) 16=-1884(F=-990,
B=-893) 17=-1891(F=-988, B=-902) 18=-1887(F=-988,
B=-899) 19=-1 881 (F=-988, B=-892) 20=-1882(F=-988,
B=-894) 21 =-1 881 (F=-986, B=-895)22=-2030(F=-986,
B=-1 044) 23=-2030(F=-986, B=-1044)
24=-2030(F=-986, B=-1044) 27=-2030(F=-986,
B=-1044)28=-2030(F=-986, B=-1044)
29=-2030(F=-986, B=-1044)
Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:59 2017 Page 2
ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-gsTG2Gt15jAVDgxkazV111 dS3fJKRIbdEZHBdhzVTkY
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y47rkra mrpldasiltkssdtxdxtOChhrd:/.IseLnsen6T�•.w(z,STem[ptrpcaaaderslrsmymgryrtrmsamry»xrdrrnt;surilagloerru7rupa:�EdJTk,deeetipdecestry'eTmseepi�luReN9edT,einTfFLiihsl7euaape;kdupmlCiee4s7s1=q-, Anthony T. Tombo III, P.E.
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ztwerrdf©yheslpaadha ran. Allalnrdedir12l6gnllspmeirnedprihlindi*14 ap6efennw`d±l4erael'we(I±SQrelfft�elr111.1s(A.1Wa-iforp onreP...IIIlithe's@ensp.NiSts69MAndrU1wrr:srwTteno-,iptycennnmsvmnena,aen:' 4451 St. Lucie Blvd.
rncrAnirfiadtyeTwhedryedgnuvihsgd±prtin unhel ttre mass hes:nT+pexris r]Tflrtaluln3Rrdgna,nhnr5tnra[rpeu o!uybntr4. a!!npndmt,yacwe ss ld�riaientl. Fort Pierce, FL 34946
(apyright?J1016AARoofTrusses-ArdianyLTom3oIII,P.E. Regmdudiooalibisdommanijaanyform,isptohibitedwlthomlhewrittenpermissionframURoofLasses-AmhunyT.Torah III, F.F.
Job
Truss
Truss Type Qty
Ply
XCAS6519C
B01
COMMON 3
1
A0225305
Job Reference (optional)
Ruin i ruses, ruri ritsme, ru 34946, aesign@aTTruss.com Run: 8.020 s Aug 31 2W6 Print: 6.(I20 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:12:59 2017 Page 1
I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-gsTG2Gt15jAVDgxkazVl I I dQ2fBSRg8dEZHBdhzVTkY
,-1-4-0, 5-9-15 11-0-0 16-2-1 22-0-0 .23-4-n
4x4 =
Dead Load Defl. = 5/16 in
1.5x4 II
Iv
0
4x4 = 5x8 = 4x4 =
11-0-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.63
Vert(LL)
-0.45
8-16
>592
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.99
Vert(TL)
-0.75
8-16
>351
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.48
Horz(TL)
0.05
6
n/a
n/a
BCDL 10.0
Code FBC2014lrP12007
Matrix -MS
Wind(LL)
0.05
8
>999
240
Weight: 106 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-6 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation nuide.
REACTIONS. (lb/size)
2 =
1083/0-8-0 (min.0-1-8)
6 =
1083/0-8-0 (min.0-1-8)
Max Horz
2 =
295(LC 11)
Max Uplift
2 =
-366(LC 12)
6 =
-366(LC 13)
Max Grav
2 =
1083(LC 1).
6 =
1083(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1753/950, 3-4=-1380/748,
4-5=-1380/748, 5-6=-1752/950
BOT CHORD
2-17=-625/1414,8-17=-625/1414,
8-1 8=-627/1417, 6-18=-627/1417
WEBS
4-8=-423/901, 5-8=-637/496,
3-8=-637/496
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 4-3-15,
Exterior(2) 4-3-15 to 11-0-0, Corner(3) 11-0-0 to
16-7-15 zone; end vertical left and right exposed;C-C
for members and forces $ MWFRS for reactions
shown; Lumber DOL=1.25 plate grip DOL=1.25
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 366 lb uplift at
joint 2 and 366 lb uplift at joint 6.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
tWral-ft..M epelrnnrrn'61lor,E TIME IyEM1-.(1311 I.RI(s641SD;RC7 Cd3(OY�{C93')t([i;%?[PSY?fPIwo Tntl7tulry px,b!¢!mlw'i!nrtisin¢h!itaDneirQt.`jrAd, 16.11.iulaN,r'.1!5:na5knretnr w. Cetano3naise'VdmRe Re,¢Ii
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r1ln:nnirtxmdlya (eenunrgedgnie w,mr.0 7 dl p!ties pnh:! iN irr;s Dren tiyh!,! Is R6ttlrsa!IIio3 orsipv,nunsstd,cGlm!el a!nT ranog. wmrttdnei Mrzc ue n deroral>sma. 4451 St. Lucie Blvd.
Copyright 02016 A4 Roalfiussa.s- AnthaayL famba III, P.L Repladurlian d1his document, in onyfarm,is prohibitad rilhoutthe ninen pumissice from A4 RoofBussas-AmhonyLbmba Ill, P.E. FortPlerce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225306
XCAS6519C
B02
COMMON
g
I
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:00 2017 Page 1
ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-820eFcuNs01 LrzWw8gOXaFAbx3YAAHPnSD01A7zVTkX
14-011-0-0 16-2-2 214-0
"moo 5-9-15 5-2-1 5-2-2 5-1-14
44 =
Dead Load Defl. = 5/16 in
4x4 = 5x8 = 3x8 i 1
11-0-0
11-0-0
21-0-8
10-0-8
_21,4-0
04' 8
Plate Offsets (X,Y)—
[2:0-1-9,Edge), [7:0-4-15,Edgej, [8:0-4-0,0-3-0)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
-0.45
8-16
>569
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.95
Vert(TL)
-0.77
8-16
>333
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.48
Horz(TL)
0.05
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.06
8-16
>999
240
Weight: 102 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
SLIDER
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
943/Mechanical
2 =
1070/0-8-0 (min. 0-1-8)
Max Harz
2 =
284(LC 9)
Max Uplift
7 =
-302(LC 13)
2 =
-359(LC 12)
Max Grav
7 =
943(LC 1)
2 =
1070(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1716/927, 3-4=-1345/726,
4-5=-1339/721, 5-6=-1606/897,
6-7=-1113/6
BOT CHORD
2-17=-686/1371, 8-17=-686/1371,
8-18=-639/1311, 7-18=-639/1311
WEBS
3-8=-636/494, 4-8=-389/851,
5-8=-565/439
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf-,
h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 4-5-5.
Exterior(2) 4-5-5 to 11-0-0, Comer(3) 11-0-0 to 16-9-5
zone; end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5)' This truss has been designed for live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 302 lb uplift at
joint 7 and 359 lb uplift at joint 2.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom. Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
>iiroxT�ntf¢ ate, ls,•�.e:•!! (e,rnuss:>[sul2'y nnoti;lw: a msrasstGsteal'am'{xuo�usuls!^m¢, r,l!lle�l:•fstrs�artat.,,: ¢n;,:n:, cf�n rnaipc ¢lnt tns::.T. ittsoa.rf,ut�t�, stttntr:n nt. ra,e,�<ts�e eetlpat Tu,¢!1
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�PYrigttQti916A-Itoeflmcses-AmbncyT.TomboIll,P.E faptadudicnailhisdomment,inonyram, ispfohiWed.ithaonhawrineopetmissk0tomk-ltodTrusts -Ambcny1,Torb1%.P.E
Job .
Truss
Truss Type
Qty
Ply
XCAS6519C
B03
HALF HIP
1
1
A0225307
Job Reference o tional
nt+wut ttuaa , uu rict , -� ova , wiyn�a nivaawni
Ruff: o.uzu s Nu9 3 t Gu to rmni; et.uzu s Hu9 3l Lulb mi 1 eK Inaustnes, inc. r-n mar 31 ua:13:ul
7.00 1z 7x8 ii 3x4=
5 17 6
4x4 = 1.5x4 11 3x4 =3x4 = 5x6 =
21-0-8
Dead Load Defl. = 3/16 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.90
Vert(LL)
-0.34
7-9
>742
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.74
Vert(TL)
-0.58
7-9
>437
1240
BCLL 0.0
Rep Stress Incr
YES
WB 0.89
Horz(TL)
0.05
7
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MS
Wind(LL)
0.05
9-10
>999
240
Weight: 123 lb FT = 0%r,
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-9-3 oc bracing.
WEBS
1 Row at midpt 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
940/Mechanical
2 =
1060/0-8-0 (min. 0-1-8)
Max Horz
2 =
452(LC 12)
Max Uplift
7 =
-375(LC 9)
2 =
-336(LC 12)
Max Grav
7 =
940(LC 1)
2 =
1060(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-15=-1468/675, 15-16=-1428/676,
3-16=-1389/691, 3-4=-906/459,
4-5=-844/488, 6-7=-300/310
BOT CHORD
2-18=-1000/1585, 10-18=-1000/1585,
10-19=-1000/1585, 9-19=-1000/1585,
8-9=-550/849, 8-20=-550/849,
7-20=-550/849
WEBS
3-10=0/305, 3-9=-866/525, 5-9=-1731603,
5-7=-1081/692
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=S.Opsf;
h=17ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-3-12,
Interior(1) 5-3-12 to 12-6-0, Exterior(2) 12-6-0 to
21-2-4 zone; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 375 lb uplift at
joint 7 and 336 Ib uplift at joint 2.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
. .. 1ptRti •Btt1li%! Itdrx ttt'.ki FJJrTIUS$'.-i�$(ll�'Cffkir{F-er[I($ j{Qua{$rt]1lFit'iC!B�F.iS?3A:''v'GS7i�T'6t9, rEft! {ti{E (Cori'??I�It6{G1+�6[�3 ift13 P:t7f.tSwirlC[; n{%t {tC3i6yT, i¢AM IItr/. %(t:lttl $}ttiFt(Ct ESS. Ck44i R*intilt {ICt{pQ! iC{5ph
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TOiT1bO I::a P.E.
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' 4epn!tiai lulpaw(vmm. Pent id Rf®QITCCa{(}?1taY;tlStr.`�t1319tS3if14{adtdpiiSfii+t'$ei>'ji..'?'Fi+�441T(S(jt�4'fL,{trj%tt% MCik'(tttL[i$ir p—lokl' T%�l afro %t?ttfftfLj'x.'t.116% ft T[nsNip,, GYf;(i?p, lift.?.4 iltiSY,Px-0diht#,&.itff
•
80083
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topyrigbi 0 2016 A-1 tootirasses-AnibuylAwbo 111, P•f, Aepradudion d1his damment in anyrum' it pmbibited.ithounhe ariuen permission fromA-1 foof irutses-AnlWyt. iomla lilt P.L Fort Plerce, FL 34946
Job
Truss
Truss Type
Qly
Ply
A0225308
XCAS6519C
B04
HALF HIP
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:02 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-4RBOgHvdOeY34HgJF53?fgFvksJge8M4wXVrEOzVTkV
1-4 7-0-12 A -0 21-4-0
4 7 6-12 6-11-3 6-10-0
7.00 Fi2 48 = 3x3 11
4x4 — 1.5x4 II 3x4 = 5x6 =
3x4 =
7-6-12
Dead Load Defl. =1/8 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.19
8-10
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.62
Vert(TL)
-0.29
8-10
>890
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.64
Horz(TL)
0.05
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.06
10-14
>999
240
Weight: 129 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2'Except'
Ti: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-4-4 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-10-8 oc bracing.
WEBS
1 Row at midpt 6-7, 3-8, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
936/Mechanical
2 =
1064/0-8-0 (min.0-1-8)
Max Horz
2 =
524(LC 12)
Max Uplift
7 =
-375(LC 9)
2 =
-335(LC 12)
Max Grav
7 =
936(LC 1)
2 =
1064(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-15=-1374/563, 15-16=-1306/569,
3-16=-1277/582, 3-4=-737/331,
4-5=-647/363
BOT CHORD
2-17=-968/1553, 10-17=-968/1553,
10-18=-968/1553, 9-18=-968/1553,
8-9=-968/1553, 8-19=-446/684,
7-19=-446/684
WEBS
3-10=0/342, 3-8=-1041/621, 5-8=-251/697,
5-7=-10921707
NOTES-
1) Unbalanced roof live loads have been considered
for this design. 1
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf;
h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-3,
Interior(1) 5-5-3 to 14-6-0, Exterior(2) 14-6-0 to 21-2-4
zone; end vertical left exposed;C-C for members and
forces $ MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 375 lb uplift at
joint 7 and 335 lb uplift at joint 2.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
. ifusq•Hnsc^.aroarJ; nsae nt't-1 t9r ILOSS5ntlsa'p MULL RN iNkS[Tau IESlC4j'LT![MlCSR7Ri:5�iA1'dsrs. iedlkti[alrcxr s�sedr.#N>satts?nnC:npGnU;pCf,r3tls 3fncnt.:'caao lytElSeuuS4edltrut.st. r"�•ssc rxsseuesktdn3a T-0,alT
Hstetnaae,trap.es Askodfn #r10iu4r ndl lse T7ss:s�es,mett(:a„ptdtr(rePmrpAtsette �p7P4rnmxz7nx;ytw,txrMged; halt euiapnspescdtiryta htissped6e aisTiaTrna isri:telupai30nil,ectsi SFia.i'a#sgaasssltira: t:itlm.6`oas,s+se:e;! Anthony T. Tombo lii, P.E.
tdestdWs lnsshrnrgrySlaptt ns(nsiU,ra'UsO+nr,EaCaxh aanaa'tde;eHnAar la;7esi7ar.,ie rxs artana�t,ffieU'Waelxd la fa;cc�md;Hd. rxelptvrlddtPOu[ulfell,td3t ins.u&iivy ia6'mystwepa,a4vEcoaslh<a<s3 s4at.le fxnsptc.w'7!d j80083
at lmLryCa;t sa vad ttdra .f0a::ecsetes14na 100¢!htlrases¢lr:.#daesa'.Mtalis7i6^}anaw SdtY fa'atna4n StSPsslfis#dlp tar SSts sn sehseatdtxge:calprlvea,iFi.l#en:s lensrcvsnSC.se:d t4iestfatrressPm�sy Gsss M4g [e ust¢licesc Ya„Jsaortr aLss 4451 St. Lude Blvd..
a4ssant#!aed4lelselr#exedgsdh+naupE;tl;peidss'siu.rL iEeT:ns 6tshp&peta is N7l tr r+PtbrGs�,alRsslNeea i4leeetdoryielu;, l¢{i?faed•t.csme:l.SedalfEi, Fort PlelC2, FL 34940
* to r h142016 Ad Fool Tscsses•Amhce l.lomho 111, PI "at nhdlen dihit datumtat, in an fair, is mbi6aedrdheal The wriCea etmissitc from A-i taO{TfatSES-AOl4a5 1. Iamb111;P,L
P)TD Y P Y- P P Y
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
B05
HALF HIP
1
1
LbA0225309
Reference (optional)
.LOU F 1 Ia,SS, ��t[ �tG , r� ��=vo, uesi911Ld s uuss.Wm mun: es.uzu s Aug 31 zu1G i-nnt: d.u2U s Aug 31 2016 MITek Industries, Inc. Fri Mar 31 09:13:03 2017 Page 1
ID:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-YdinudwF8xgwiRFVpoaEBto2XGbLNb1D8BFPmSzVTkU
1-0-0 8-10-5 16-6-0 21-4-0
1 4 8-10-5 7-7-11 4-10-0
7.00 f 12 4x8 = 1.5x4 11
.. ._ 10 ... .. 8 — 7
3x8 1.5x4 11 3x4 = 3x4 -::: 5x6 =
ii
8-10-5
Dead Load Dell. = 3116 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
f PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.86
Vert(LL)
-0.24 10-14
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.86
Vert(TL)
-0.41 10-14
>622
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.68
Horz(TL)
0.05 7
n/a
n/a
BCDL 10.0
Code FBC2014/TPl2007
Matrix -MS
Wind(LL)
0.08 10-14
>999
240
Weight: 136 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-11-14 oc bracing.
WEBS
1 Row at midpt 6-7. 3-8, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
929/Mechanical
2 =
1071/0-8-0 (min. 0-1-8)
Max Horz
2 =
597(LC 12)
Max Uplift
7 =
-429(LC 12)
2 =
-328(LC 12)
Max Grav
7 =
929(LC 1)
2 =
1071(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-15=-1294/414, 15-16=-1166/419,
3-16=-1127/436, 3-4=-574/172,
4-5=-432/207
BOT CHORD
2-17=-897/1484, 17-18=-897/1484,
10-18=-897/1484,10-19=-897/1484,
9-19=-897/1484, 8-9=-897/1484,
8-20=-322/507, 20-21=-322/507,
7-21=-322/507
WEBS
3-10=0/371, 3-8=-11901699, 5-8=-315/786,
WEBS
3-10=01371, 3-8=-1190/699,
5-8=-315/786, 5-7=-1158/732
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf;
h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-3,
Interior(1) 5-5-3 to 16-6-0, Exterior(2) 16-6-0 to 21-2-4
zone; end vertical left exposed;C-C for members and
forces $ MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 429 lb uplift at
joint 7 and 328 lb uplift at joint 2.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at allmid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Qty
Ply
A0225310
XCAS6519C
B06
HALF HIP
1
1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:03 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-YdinudwFBxgwiRFVpoaEBto3VGaHNdmDBBFPmSzVTkU
1-4- 5-3-11 12-5-3 18-6-0 21-4-0
5-3-11 7-1-8 6-0-13 2-10-0
7.00 F12 4x4 = 3x4 =
3x4
3x4 = 3x8 = 3x8 II
=
3x4 =
21-4-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.80
Vert(LL)
-0.42 9-11
>599
360
TCDL
15.0
Lumber DOL
1.25
BC 0.93
Vert(TL)
-0.78 9-11
>327
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.57
Horz(TL)
0.04 8
n/a
n/a
BCDL
10.0
Code FBC20141TPI2007
Matrix -MS
Wind(LL)
0.07 9-11
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2 `Except`
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-2-7 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
7-8, 5-9, 6-9, 7-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
943/Mechanical
2 =
1057/0-8-0 (min. 0-1-8)
Max Horz
2 =
671(LC 12)
Max Uplift
8 =
-516(LC 12)
2 =
-296(LC 12)
Max Grav
8 =
943(LC 1)
2 =
1057(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1519/489, 3-16=-1249/372,
4-16=-1192/373,4-5=-1150/391,
5-6=-377/85, 6-7=-302/174,
7-8=-1322/807
BOT CHORD
2-17=-1110/1915,11-17=-111011915,
10-11=-663/1066, 10-18=-663/1066,
18-19=-663/1066, 19-20=663/1066,
9-20=-663/1066
WEBS
3-11=-677/481, 5-11=-262/743,
5-9=-1174/747, 6-9=-219/269,
WEBS '
3-11=-677/481, 5-11=-262/743,
5-9=-1174/747, 6-9=-219/269,
7-9=-756/1318
NOTES-
1) Wind: ASCE 7-10; VuIt=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf;
h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-2-5,
Interior(1) 5-2-5 to 18-6-0, Exterior(2) 18-6-0 to 21-2-4
zone; end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 516 lb uplift at
joint 8 and 296 lb uplift at joint 2.
8) This. truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/8 in
PLATES GRIP
MT20 244/190
Weight: 152 lb FT = 0%
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Job
uss
Truss Type
Qty
Ply
XCAS6519C
[Br.7
MONOPITCH
1
1
A0225311
Job Reference o [ional
m i rcuus !I ussra, rvr s nesex, re. Z9UffU, aeslgnLa I Uuss.com Run: d.UZU s Aug 31 ZU16 runt: d.UZU s Aug 31 ZU16 Mi I ek Industries, Inc. Fri Mar 31 09:13:04 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-1pG95zxuvFonKbghNW5Tk5KETguZ60aNNryJuzVTkT
1 4-p 7-0-7 13-3 4 20-9-12
4- 7-0-7 6-2-13 7-6-8
7.00 F12 3x3 II
6
sn
N
... .. ., ., ,.. 7
3x6 i 3x4 = 46 = 5x6 =
10-4-14 20-6-4 20-9-12
Dead Load Defl. = 3/8 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.78
Vert(LL)
-0.60
7-9
-413
3160
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.99
Vert(TL)
-1.02
7-9
>242
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.79
Horz(TL)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.07
9-13
>999
240
Weight: 124 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 `Except`
T1: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 `Except'
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Raw at micipt 6-7, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1043/0-8-0 (min. 0-1-8)
7 =
910/0-5-8 (min. 0-1-8)
Max Horz
2 =
751(LC 12)
Max Uplift
2 =
-256(LC 12)
7 =
-605(LC 12)
Max Grav
2 =
1043(LC 1)
7 =
917(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-14=-1296/228, 3-14=-1090/244,
3-4=-1015/192, 4-5=-849/197,
6-7=-369/307
BOTCHORD
2-16=-869/1610, 9-16=-869/1610,
9-17=-525/926, 8-17=-525/926,
8-18=-525/926, 18-19=-525/926,
7-19=-525/926
WEBS
3-9=-644/452, 5-9=-249/775,
5-7=-1324/752
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-3,
Interior(1) 5-5-3 to 20-8-0 zone; end vertical left
exposed;C-C for members and forces 8e MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 256 lb uplift at
joint 2 and 605 lb uplift at joint 7.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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boIII,P.E.
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• Fort Pierce, FL 34946
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Job
Truss
Truss Type
Qty
Ply
A0225312
XCAS6519C
B08
MONOPITCH
g
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:05 2017 Page 1
I D:PU4 MzygZ_tyuG VhnMdh2ZPyH?LO-VOgXJJxWgZwexl PuwD ci H ItQe4EorT6 W cVkW rLzV FkS
1 4- 7-0-7 13-3-4 20-9-12
4- 7-0-7 6-2-13 7 6-S
7.00 12 3x3 II
6
,. .. .. .. ._ ._ 7
3x6 = 3x4 = 46 = 5x6 =
10-4-14 20-64 20-9-12
Dead Load Defl. = 3/8 in
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL)
-0.60
7-9
>413
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.99
Vert(TL)
'-1.02
7-9
>242
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.77
Horz(TL)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
10.07
9-13
>999
240
Weight: 124 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T1: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 'Except`
B2: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-5 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 6-7, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1043/0-8-0 (min. 0-1-8)
7 =
910/0-5-8 (min. 0-1-8)
Max Horz
2 =
725(LC 12)
Max Uplift
2 =
-239(LC 12)
7 =
-577(LC 12)
Max Grav
2 =
1043(LC 1)
7 =
917(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-14=-1296/211, 3-14=-1090/227,
3-4=-1015/179, 4-5=-843/183,
6-7=-359/295
BOT CHORD
2-16=-831/1574,9-16=-831/1574,
9-17=-502/905, 8-17=-502/905,
8-18=-502/905, 18-19=-502/905,
7-19=-502/905
WEBS
3-9=-628/435, 5-9=-235/761,
5-7=-1294/720
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 5-5-3,
Interior(1) 5-5-3 to 20-8-0 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked fora plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 239 lb uplift at
joint 2 and 577 lb uplift at joint 7.
6) This truss has beendesigned for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
9nng�FlnnBmtj!¢nr 6el�IIDDS DaSs[5�-r(S[(^yu[[31t 1iL456GT.DDIE7SNfiDY{"raf,P}ll[S:S.tPiYisTlua rnar(eriplas;rknuirnl 4ru";tinssCrsileDrtaur(IC�adeeetl.FnrL6:loG1,r1.r:±G,o,svr.lmarc. adrn�r.i,t�drrneelm.nir
wTetcratlmtskake<ewrc<IDC,leedtAsolmsDnaF�:r{<Pahrtle4aeulnaflaaguwsmaeR�ednrink:vnae�anryroraaitryta�les�deesuyxrmseq nnmDedr.ntntnt.rahsp,urnfue,.nturuttau m:stas Anthony T. Tombo III, P.E.
„d."INT# 80083 nn le.-avkadse is aenrpn3dlg AfieDnn,9aD.utssalmnlgedulfi>kil4ir a:uge,bleutleddf4e R(,@elaul lkbnlA,ilfrr3co3eatR11. 14 enmd Crse NDut ifi:N.see!fleTnn, irdtiiyknelil, slcrye,leslil etimnl Fecsr s4dl leds re<.FmisAaid
' 11e811.10tipeeeed ftftk. AHrxlo e:l esl ie lniDC nl9x ptCin;eelrr:delisndtikid3rG{seeelichlrkhrstfim(I(Sljtc111sftl IT Mud SSG sufesm.dirrasd Pit-. 1F41 ifiustle, resrnxk7Din nikfiesdl9aioss0s:'u,Tetss &siP Enyseernllnss Nudsaenynlen 4451 St. Lucie Blvd.
eanvssr hhudlyt(wnmaga'Zgnrtnarq Sr dl fa'lies inefid. Ila im NO.. bilaw is ION, Idial OeslPrr,nTaruSMecI.Itsm dn1k,31.1 III arched twos mnddntle 7) 1. Fort Pierce, FL 34946
(opyrigb[020164dRoofimsses-A¢rhor,yLfombo111,P.t. Reatodursianof1hisdotomeveinany form,isprohihiledwitbounheminenpermission from AdRhoffiasses-AmbanyLlomhollLF.E.
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
B09
HALF HIP
1
1
LbA0225313
--- - -
- -
Reference (optional)
Roof Trusses, Fort Pierce, R 34946, design@altr
Run. o.ucv s Aug 3 i zu i o Prim: M.uzu s Aug 31 z016 MI I ek Industnes, Inc. Fri Mar 31 09:13:06 2017 Page 1
ID:PU4MzygZLtyuGVhnMdh2ZPyH?LO-zCOvWfy8Rs2VZvz4Ux7xpWQYuTdoaz6fr9T3NnzVTkR
�1�-0 6-0-5 13-0-1-1 19-0-0 a0-9-1
1�-0 6-0-5 ' fr8-10 5-11-1 9-1-1
4x4 = 3x4 =
7.00 12 - _
to ,o is 9 820
Dead Load Defl. = 1/4 in
44 =
3x4 =
4x4 =
3x6 II
20-9-12
i
9-41-3
19-0-0
3$&p
9-11-3
9-0-13
1-64
0-3.8
Plate Offsets (X,Y)— f2:0-1-1,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.92
Vert(LL)
-0.33
11-15
>755
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.81
Vert(TL)
-0.55
9-11
>447
240
BCLL 0.0
Rep Stress Incr
- YES
WB
0.59
Horz(TL)
0.04
8
n/a
n/a
BCDL 10.0
Code FBC2014rrP12007
Matrix -MS
Wind(LL)
0.07
9-11
>999
240
Weight: 153lb FT=0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-4-14 oc bracing.
WEBS
1 Row at midpt 5-9, 6-9, 7-9
2 Rows at 1/3 pts 7-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
8 =
913/0-5-8 (min. 0-1-8)
2 =
1040/0-8-0 (min. 0-1-8)
Max Horz
2 =
690(LC 12)
Max Uplift
8 =
-538(LC 12)
2 =
-278(LC 12)
Max Grav
8 =
913(LC 1)
2 =
1040(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1343/460, 3-4=-1036/335,
4-5=-936/353, 5-6=-274/11,
7-8=-13311799
BOT CHORD
2-16=-1124/1699,11-16=-1124/1699,
11 -1 7=-605/925, 10-17=-605/925,
10-18=-605/925, 18-19=-605/925,
9-19=-605/925
WEBS
3-11=-692/557, 5-11=-330/752,
5-9=-1184/792, 6-9=-291/291,
7-9=-796/1360
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-3,
Exterior(2) 5-5-3 to 20-8-0 zone; end vertical left
exposed;C-C for members and forces 8t MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25 .
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 bebn designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 538 lb uplift at
joint 8 and 278 lb uplift at joint 2.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Pntn;-Flerst llnflj!¢rehrfi!'1d EOG i1t7f5(11(E'}6[[3ti InksE(0%Pi11ClS(m10Y!'{4TEE')StiE�ii'E0�"511ti1'!v¢IniftWipprsMrutml 4sn�'!In!!telipartrm(Op/ailWll L6s2<m,1.E1dnnsSWhfe:ere. Cekclexmile lnleln Ce RD,etft
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wtneel mu Tmslm uglfi9r;itftem;nsiilfidE,eUnry 9f Onels oNwufdgedwniktfel On:;.e,63e udetl dfls ni,&lattliulox!9flrie3lelaafitll. tke ep:mldhtlOQ¢G®ffi:Nse a!8elnll;hditil;fnelisyllae;e,usflCetiastlt6n:r; sEdlleCengresiiER(d l 80083
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t8tlwnl tef�edhttceoM e;lcc4na6riiw;;ydlEmielwthk. thhsa NOVges�u rt;beftek0t th wnugoni;xt,erin!lSMe.¢h;mleidn79ngfm;. egaycde!!!wa: wnsdebttlSpiL
Copyrighl 0 2016 A -I Rooffmises- AathonyT. Tombo ill, P.L Repraduaion of Ibis dosumeny.inoay fofm,hprohibited wishoufthe written permission from Ad Roafhosses- Aothonyf. Tombo ill, P.I. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225314
XCAS6519C
B10
HALF HIP
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierre, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:06 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-zCOvWfy8Rs2VZvz4Ux7xpWQYZTelayRfr9T3NnzVTkR
T1-4-p 8-1-5 i 17-0-0 i 20-9-12
-4- 8-1.5 8-10-10 3-9-12
7.00 12 ' 7x6 G 4x4 =
3x6 =
1.5x4 11 4x4 = 3x8 = 3x6 11
Dead Load Defl. = 1/4 in
LOADING (psf)
SPACING-
2-0-0
CS'-
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
-0.33
8-10
>761
360
MT20 244/190
TCDL
15.0
Lumber DOL
.1.25
BC 0.73
Vert(TL)
-0.56
8-10
>442
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.70
Horz(TL)
0.04
7
n/a
n/a
BCDL
10.0
Code FBC2014frP12007
Matrix -MS
Wind(LL)
0.06
10-14
>999
240
Weight: 138 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 `Except`
T3: 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-9-3 oc bracing.
WEBS
1 Row at midpt
6-7, 3-8, 5-8, 6-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
912/0-5-8 (min. 0-1-8)
2 =
1041/0-8-0 (min.0-1-8)
Max Horz
2 =
612(LC 12)
Max Uplift
7 =
-451(LC 12)
2 =
-310(LC 12)
Max Grav
7 =
912(LC 1)
2 =
1041(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1323/471, 3-4=-520/85,
4-5=-349/126, 5-6=419/267,
6-7=-1181/800
BOT CHORD
2-15=-99111573,10-15=-991/1573,
10-16=-991/1573,9-16=-991/1573,
8-9=-991 /1573
WEBS
3-10=0/377, 3-8=-1298/814, 5-8=-426/446,
6-8=-788/1250
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=19ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-3,
Exterior(2) 5-5-3 to 20-8-0 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 451 lb uplift at
joint 7 and 310 lb uplift at joint 2.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live load's.
LOAD CASE(S)
Standard
twlbf�e�11ef1fylhn�>,nf •�a mnf nnsu!sr�ayslrxu rnus a casem�as c�stou{wrr7ure:s.{�ur� a rlEalr�;m �:re1 �{1lF+mlf f.a�f TffSlc£5irf mF.�pae;�a al eFa�yr. r£�f ia, rt.rr !l� svin� 1�,. rrf£1:�E1.bf lelf{ a sf mo.m!
lLTt't1naMlettlts 3R'aN.esf{1f; aE iGCtall ld:{, A{eTIlJSUlJ. If(©:b{2rfrNFE)'EyIL4tpellM£121r1�TtM.f9{OlGybf(£fre£jR4151gfI1FSiiltl�Jl1P44!e4lfe($lI[S15+JiIA#Jb�A Tf¢5i{!'11]1E1(3llaQlflt,iiGI IEEE PI:I<flellfSfblEtt=.,r aruF{elFs, uallrtnr Anthony T. Tombo III, P.E.
£{f!<it{Twbh£�lfslaf:nf lifllW'Idre.fr, a.!£clam£�£:y�{fm:ear�o be£ mna£nce£ixa{nitblxmrf£{>.a{Ina.rr!!n;£lo-nfmoaamtafwln nlT�:s,ma!{yr�nb�{1byf.sllfibrl£{ra:F,llanlaflf=rllrlama 480083
ne en,lr©rUlsiperfsl Aatf�fr. AulclfssetmdA:loa nixe rrcCiused Pii:lixsAr lei.Eeptseplcal Su!e¢I%azlkm(ilsPtreiukee 11 rnJ£d;&.VmJdnee;el6risripillef. lnldefie£sfte npnallBia nikfifsWl'�Ins o:l r,irels Oflin ryaeaerltless 6!adfAfrn,fdm 4451 St. Lucie Blvd.
lenwh: iefa£llhorsfAtatEPfltdepfmv�£a{IJdlgrnes ilnklllkerlfn Pes_n67uI1r7rtll ra0rly0fllpn,frT�nsSrnfe F,rbin a!n,.satbl. biairdtf7inssmisemfdamt. Fort Pierce, FL 34946
Coppillbr 3) 2016 A-1 RufBasses-drthanyT.Tamho ill, P.E. 6eawdurifan of this doromeny in an yform, ispiobi6iled withoutthe mffien permission from A-1ladbusses-Andonyl.Toeba Ill, P.E.
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
1311
HALF HIP
1
1
A0225315
Job Reference (optional)
Al Hoof f cusses, Fort merce, FL 34945, deslgn(c»altruss.com Hun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:07 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-ROxHj?zmCAAMB2YG2eeAMjyl2t_cJQgp3pDcvDzV rkQ
i1 4-0 6-7-11 15-0-0 20-9-12
-4- 6-7-11 8-4-4 5-9-12
7x10 MT201-1V
7.00 12 1.5x4 II
10 — 8 7
3x4 — 1.5x4 11 3x4 = 5x6 =
3x4 =
20-6-4
Dead Load Deff. = 3116 in
LOADING (psf)
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TOLL 20.0
Plate Grip DO
1.25
TC 0.83
Vert(LL)
-0.29
8-10
>853
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.71
Vert(TL)
-0.50
8-10
>501
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.63
Horz(TL)
0.05
7
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MS
Wind(LL)
0.06
5-10
>999
240
Weight: 129 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T3: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-2 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 5-7-3 oc bracing.
WEBS
1 Row at midpt 6-7, 3-8, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
919/0-5-8 (min. 0-1-8)
2 =
1034/0-8-0 (min. 0-1-8)
Max Horz
2 =
542(LC 12)
Max Uplift
7 =
-388(LC 12)
2 =
-319(LC 12)
Max Grav
7 =
919(LC 1)
2 =
1034(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1470/626, 3-4=-686/237,
4-5=-534/275
BOT CHORD
2-15=-1080/1702,10-15=-1080/1702,
10-16=-1080/1702,9-16=-1080/1702,
8-9=A080/1702, 8-17=-399/615,
7-17=-399/615
WEBS
3-10=0/353, 3-8=-1209/753, 5-8=-234/664,
5-7=-1130f729
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,,
h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 5-5-3.
Exterior(2) 5-5-3 to 20-8-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) All plates are MT20 plates unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
13)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 388 lb uplift at
joint 7 and 319 lb uplift at joint 2.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
s7a�uK•FlmutlrnrSklTrerinSe's IIWF iiCss4(^159�5636I1!L4fKU%(efliueS [JSIgXj IKME MKODs➢:rt—trrtltre,ippazSxsatrzsl uSfutis ire,s ksipgrtrhg(t[d;a�6e 1stmTl.irxle41:ILirmrna: Sies!tetwera relene2misesMerml[e [CD,nit
fLTsta eemr rislsc sldlkr<.etixcC< sale,d:f. ksrTrcs gx� Fy®aaPz,sreartrFapirs R nesx! n mp[MsysaWsmaeytsadly pnh:vsoil erSioxru;resrwl6r Ss 6sq,slL4siagk Tm: [ya:lre tL•IAPelr.sraerTiFL tilrsl7ansmrtces, tatie[ udGiuu,nmlLep ,
mr,eae,ta.:swr h� l,rt<w,rxm:n arwg..:<.�g�d,amwnez r tram on. MthonyT.TomboIII, P.E. s80083
m[ s r h rmdx T't,�grxmnanenLarlxr,+r:m,la�ar:�raeQatriTtl�yrnnldermsae�Kda.urarty:s:md,emt[<,e1�.d®yr:mrrreewmamn.:ssdlkeen.ps<,>urttd
' nerrarqo:sly na[sYrdw.KRcnessdrduntoonduxrrcarnrKrtlnssnneEia:ep[rnaeeuterytsxcr�nptsnpasrenr[rintsxac,mn:<[Ixr�xdpuxe.tniturnern,nxvlbnnahnesdm[as:orz�ntmuorprtyxxene,:vadrmnnten 44515t.Lucie Blvd,
e@errm,ieKmalp(wmsaegedyn!e mmaplrelprmalumaa. thfnetgrs!n GpmexhKutflrreilr!yga!pms,erTros, Spdew Egmsa o!n[I%Ilia}JII aIKdi:rl lx:uieaddixlmir[I. Fort Pierce, FL 34946
Ceppight01016AdR;olimsses-AnihonyHamhoIll,P.E. Reproducfiouolthisdomment,inanyform,isprohibifedwithouriewrittenpermissionfromA-IReothusses.AnthonyLTomboIII,P.L
Job
Truss
Truss Type
Qty
Ply
A0225316
XCAS6519C
B12G
Half Hip Girder
1
2
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:08 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-vaVgxL_OzUI DpC7ScMAPuxVwFHIT2odyITyASfzvrkP
T1-4-0 3-0-0 4-0 i 13-0-0 i 17-0-0 _ 1 -0,6 i020-9-12 r
1 3-0-0 -0 3-7-6 5-4-10 4-0-0 -0��2-9-1-2 -t
4)
1 �1.5X4 11 2
qI 1�0
7.00 12
6x8 =
5
1.5x4 11 4x4 =
6 7
4.53 12 1.5x4 11 5x6 =
1.5x4 =
1.5x4 II
5.0.4 20 -9 -12
3-�7-7-13-00 17-M 20420-6-4
35�T 4-" -0 2-0-0 014-6
Dead Load DeB. = 7/16 in
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.80
Vert(LL)
0.25 13-14
>973
360
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.86
Vert(TL)
-0.66 13-14
>376
240
BCLL
0.0 *
Rep Stress Incr
NO
WB 0.91
Horz(TL)
, 0.35 8
n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.41 13-14
>599
240
Weight: 348 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1:2x4SPM31
BOT CHORD 2x4 SP No.3 *Except*
B2: 2x6 SP No.2, B6: 2x4 SP No.2
B1: 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W2: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-12 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-6-4 oc bracing. Except:
10-0-0 oc bracing: 9-10
WEBS
1 Row at micipt 7-8
REACTIONS. (lb/size)
8 =
3363/0-5-8 (min.0-2-0)
2 =
2974/0-8-0 (min. 0-1-8)
Max Horz
2 =
51O(LC 8)
Max Uplift
8 =
-2034(LC 5)
2 =
-1544(LC 8)
Max Grav
8 =
3363(LC 1)
2 =
2974(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-8557/4862, 3-4=-8432/5007,
4-5=-8332/5032, 5-6=-1276/782,
6-7=-1249/764, 7-8=-3134/1921
BOTCHORD
14-22=-1938/3332, 22-23=-1938/3332,
23-24=-1938/3332,12-24=-1938/3332,
12-25=-2092/3578, 25-26=-2092/3578,
26-27=-2092/3578, 11-27=-2092/3578,
11-28=-1734/2839, 28-29=-1734/2839,
29-30=-1734/2839, 10-30=-1734/2839,
9-10=-218/458, 6-10=-305/285,
2-33=-3636/58B4, 2-34=462717478,
BOT CHORD
14-22=-193813332, 22-23=-193813332,
23-24=-1938/3332, 12-24=-1938/3332,
12-25=-2092/3578, 25-26=-2092/3578,
26-27=-2092/3578, 11-27=-2092/3578,
11-28=-1734/2839, 28-29=-1734/2839,
29-30=-1734/2839, 10-30=-1734/2839,
9-10=-218/458, 6-10=-305/285,
2-33=-3636/5884, 2-34=-4627/7478,
14-34=4619/7487, 14-35=-2859/5060,
35-36=-2859/5060, 36-37=-2859/5060,
13-37=-2859/5060
WEBS
12-13=-832/2019, 3-13=-443/474,
5-11=-1026/1764,5-10=-2455/1519,
7-10=-2023/3308, 11-13=-800/392,
5-13=-3674/6240
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 chords connected as follows: 2x6 - 2 rows
staggered at 0-4-0 oc, 2x4 -1 row at 0-7-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B)face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); end vertical left exposed; Lumber
DOL=1.25 plate grip DOL=1.25
5) Provide adequate drainage to prevent water
ponding.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
9) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 2034 lb uplift
at joint 8 and 1544 lb uplift at joint 2.
11) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
12) Hanger(s) or other connection devices) shall be
provided sufficient to support concentrated load(s)
1244 lb down and 543 lb up at 5-0-12, 493 lb down
and 255 lb up at 7-0-12, 513 lb down and 264 lb up at
9-0-12, 491 lb down and 305 lb up at 11-0-12, 494 lb
down and 381 lb up at 13-0-12, 494 lb down and 381
lb up at 15-0-12, and 494 lb down and 381 lb up at
17-0-12, and 537 lb down and 360 lb up at 19-0-12 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-70, 5-7=-70, 10-14=-20, 8-9=-20,
14-19=-20
Concentrated Loads (lb)
Vert: 11 =-494(B) 22=-866(B) 24=-493(B)25=-513(B)
27=A91 (B) 28=-494(B) 30=-494(B) 31 =-537(B)
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sHnrlssleMWlre(srn�greadepsle ruLrg lydlp:mes unhe1 Ha Tras Deags bit- 610tde 1,311q Deslp,y.T rssS1V.l.1b:ndeyb,Na7:DaiCdaeBCM1zsm6ldnSOTrR. FOR Pierce, FL 34946
(opysightD2Ol6AdR.3ofTmsses-AathonyLTomho(II,P.L 8aprodudion aphis dommem, in any form, isprohiblled withomthe miven permission from A -I BeolTrusses- AmhonyT.Tmmlo ill, LE.
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
B13
JACK -CLOSED
1
1
AO2�317
Job Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.coi
Run: 6.020 s Aug Al ZU1b vnni: U.UZU S AUg 31 ZU1 b MI I ek Industries, Inc. Fri Mar 31 09:13:09 2017 Page 1
ID: PU4MzygZ_tyuGVhnMdh2ZPyH?LO-Nn328h?OknR4QMif93heR8139hkDnDy6X7ij_6ZVTkO
r14-q 6-7-3 13-0-0
1-4-0 6-7-3 6-4-13
7.00 12 3x3 11
4
4x4 = I.-
5X4 I Sx6 -
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
L/d PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.91
Vert(LL)
-0.15
5-6
>999
360 MT20 2441190
TCDL 15.0
Lumber DOL
1,25
BC 0.51
Vert(TL)
-0.21
5-6
>727
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.97
Horz(TL)
0.02
5
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
Matrix -MS
Wind(LL)
0.03
6-10
>999
240 Weight: 73 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-0-15 oc bracing.
WEBS
1 Row at midpt 4-5
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
2 =
693/0-8-0 (min.0-1-8)
5 =
557/1VIechanical
Max Horz
2 =
452(LC 12)
Max Uplift
2 =
-165(LC 12)
5 =
-340(LC 12)
Max Grav
2 =
693(LC 1)
5 =
557(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-714/95, 4-5=-290/240
BOTCHORD
2-11=-507/812, 6-11=-507/812,
6-12=-508/809, 12-13=-508/809,
5-13=-508/809
WEBS
3-6=0/339, 3-5=-940/590
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 4-6-12,
Exterior(2) 4-6-12 to 12-10-4 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 165 lb uplift at
joint 2 and 340 lb uplift at joint 5.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
txxlxu3,xrm .r;.Rxtp6tcrghrMMr5,,np;T.,. iuspetmWis. 'FsA:m.in
ViltitssvEt si-0-k IN 46,dd g�tuanstt,�rstdn Anthony T. Totnbo III, P.E.
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Copyright02016A-I&edTrusses-AnibonyMomboill,KEteprodadionehbisdomment,inany fnssi,itptmbi td.0h"IthtwireapermissiotbonsA4 Infinities -Aalbasyl,hmbolli,p.E. Fort Pierce, FL3494tr
Job
Truss
Truss Type
Qty
Ply
A0225318
XCAS6519C
B14
Jack -Closed
3
1
Job Reference (optional)
Al KooT i russes, t-on Tierce, rr_ 34`J40, aestgnraa_iuusS.Com
Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:10 2017 Page 1
ID:P U4MzygZ_tyuGVhn Md h2ZPyH? LO-rzdQM 1 ?fV5Zx2W H rjnCt_MaDf5z5 WjTFIn RG W YzVTkN
i1-4-0 3-0-0 4-3-1$ 7-2-5 i 13-0-0 i
I�3-0-0 -3-1 2-10-7 5-9-11
7.00 12 6
3x
5x6 G T
18 �
1.5x4 � 5 �
4
1.5x4 11 ~�44�
�7
1 2 m 8--- 7
9 1920 223x4 - 23 5x6 =
3x8 i 1.5x4 If
3x4 =
1.5x4 11
4x12 =
3x4 =
4-3-15
i 3-0-0 441-0 7-2-5 12-8-8 13,q-0
3-M 1-" 2-10-7 644 •8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.99
Vert(LL)
, -0.11
3-8
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.92
Vert(TL)
-0.32
9
>487
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.82
Horz(TL)
0.24
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.23
9
>671
240
LUMBER -
TOP CHORD 2x4 SP No.2 'Except*
T1: 2x4 SP M 30
BOT CHORD 2x4 SP No.2 *Except*
B1: 2x4 SP M 31, B3: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
514/Mechanical
2 = 743/0-8-0 (min. 0-1-8)
Max Horz
2 =
504(LC 12)
Max Uplift
7 =
-361(LC 12)
2 =
-228(LC 12)
Max Grav
7 =
514(LC 1)
2 =
743(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-17=-412/207, 3-17=-403/216,
3-4=A 217/440, 4-5=-755/222,
6-7=-300/256
BOT CHORD
3-21=-903/1618,21-22=-903/1618,
8-22=-905/1616, 8-23=-569/968,
7-23=-569/968
WEBS
5-7=-1069/626, 5-8=-71/415,
4-8=-688/376
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 1-11-10,
Interior(1) 1-11-10 to 12-10-4 zone; cantilever left and
right exposed ; end vertical left exposed;C-C for
members and forces 8t MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members:
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by'others) of truss
to bearing plate capable of withstanding 361 lb uplift at
joint 7 and 228 lb uplift at joint 2.
7) This truss has been designed for a'moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Defl. = 3116 in
PLATES GRIP
MT20 244/190
Weight: 79 lb FT = 0%
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'giieteE¢ctbrgW.it stftfntttu Cng[iBpkefl gethan;si�tGgu:uts,SgtkEAt `spe e,p^e nesuntTGPnme Ena<i=gtau Rsp$.ei.fwi eogiinElagaipau:euytrc 4efssipt[(xs ;G;TEtstitprledw0ef9Dtttr.oE/h lF(I, ilehi,7tnts,psz:. (s ig mh.,:ns, ixtakF Anthony T. Tombo 111, P.E.
aches'ttis tnnttintixl4ugut^srrPcsir gra�9sxu,6sC�eui¢x�mirdtgWut2eW tag?squ;,bta xsi(¢gegt,3ttg.stu lsidla:tegttltrd;Ha. tneggre del tgtlRlttl egSEiirttl:t iEtst.31'.reagf32t�g.smu;e,a<.IaCmtesdhu gfevGkeMuyxsi�':3gd 80083 to tn`tugCa;ips a!(fetrcthr. tlnxtsftt141at.I TvDgt(agrrtas¢fgnY"rses:5hs:cid¢yGegr,SdE$IuteetiE(S4�p#lisld6g47etaStten tdeeet:ita: gialgfleae:(tldlrnesE,etpav;i7nEtullgESAtker7ss 6etiE,,tnst(KiTt[rcnr¢tins kmdsrtna,ccltst 44515t. Lucie Blvd.
C'tE(biitt4'att4T CiVt`P.is7tPlSpEf 6sltbgt, eGpates £iti!tg, T2tt ISS r1N} Gjatx>.6519/ tfknegi51g3„,NTim SgshatEghrn dsggeeti:g, t$RpRi'stlteiffESn v idetl tt IpEI.
Fort Pierce, IL34940
{epgrigtt (0 iDid A-1 EaolLcsses-Amtscyl.lem5n 111, p,E ?eproduu;aa oiltrit dawmenL in uny [ac is pra6b0td.it6eet t6en�dCen peimissics fiomA-1 teof irutses-Asl6ecyt.lo� Lnlli; P.E
Truss
Truss Type
qty
ply
FJob
S6519C
B15
Half Hip
1
1
A0225319
Al Roof Trusses. Fort Pierce.
FL US deal n@altruss
com R
Job Reference o tional
9 un, 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industdes, Inc. Fri Mar 31 09:13:10 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-rzdQM 1?fV5Zx2WHgnCt_MaEu50SWndFInRGWYzVTkN
r1-4-Q 3-0- 4-0-0 6:-6 11-0-0 130-0
'1-0-0' 3-0-0 -0- 2.4-6 4-7-10 2�0-0-0
7.00 12 4x x4 Ili
3x4G IN 1
tui
In
1 /' n
183 !
�1.5x4 11 2 c i
i' 0 1 009 22 20 9 23 8 24 7 4
10 5x6 =
3x8 G 1.5x4 11 3x4 =
3x4 = 1.5x4 11
1.5x4 II
7x8 i 3x4 =
13-M
3-0-0 A-O-0 6-4-6 11-0-0 12-8-8
3-0-0 -0-0 2-0.6 ' 4-7-10 3 1 V
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.92
Vert(LL)
-0.12
10
'>999
360
TCDL
15:0
Lumber DOL
1.25
BC 0.77
Vert(TL)
-0.34
' 10
>455
240
BOLL
0.0 '
Rep Stress Incr
YES
WB 0.56
Horz(TL)
0.25
7
n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.24
10
>634
240
LUMBER- -
TOP CHORD 2x4 SP M 30 *Except`
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B1: 2x4 SP M 31, B3: 2x4 SP No.3
82: 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end vertirals.
BOT CHORD
Rigid ceiling directly applied or 6-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
511/Mechanical
2 =
745/0-8-0 (min. 0-1-8)
Max Horz
2 =
438(LC 12)
Max Uplift
7 =
-285(LC 12)
2 =
-262(LC 12)
Max Grav
7 =
511(LC 1)
2 =
745(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-18=-322/130, 3-18=-313/142,
3-4=-929/389, 4-5=-276/72
BOT CHORD
3-21=-691/1126, 21-22=-691/1126,
9-22=-693/1124, 9-23=-695/1130,
8-23=-695/1130
WEBS
5-8=-193/470, 5-7=-709/469,
4-8=-1010/605, 4-9=-26/346
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 1-11-10,
Interior(1) 1-11-10 to 11-0-0, Exterior(2) 11-0-0 to
12-10-4 zone; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 285 lb uplift at
joint 7 and 262 lb uplift at joint 2.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Dell. = 1/4 in
PLATES GRIP
MT20 244/190
Weight: 85 lb FT = 0%
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Job
Truss
Truss Type
Qty
Ply
A0225320
XCAS6519C
B16
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:11 2017 Page 1
ID:PU4MzygZ—tyuGVhnMdh2ZPyH?LO-J9BoZMOHGPhoggslHUj6WZ7OhUH5FFbO—QBg2_zVTkM
1 4-0 3-0-0 4-0-Q 5-5-4 9-0-0 13-0-0
1 4-0 3-0-0 1-0- 1-5-4 3-6_12
4x6 �
1.5x4 II
5 19
6
Dead Load DeO. = 1/4 in
7.00 12
I
I
1.5x4
4
2
n
18
W1
\\
i
17 3
'
.................
i
_ ....
[o
e,1.5x4 11
2 4x10 2*3
25
8
26
5x6 ==
C 1
0
21 22
3x4 =
1
i
20 12 4x6 =
3x6 = 1.5x4 11
4x6 =
3x4 =
3-0-0 4-0-q
9-0-0
12 8-8
13 Q-0
IN-0
3-0-0 1-0-
5-0-0
3-8-8
Plate Offsets (X Y)— [2:0-4-9 Ed'ge] [3:0-5-0,0-0-4], [5:0-1-8,0-1-8] [7:0-3-0,0-3-0], [9:0-2-8,0-1-12], [10:Edge,0-1-8]
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.98
Vert(LL)
-0.15
8-9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 1.00
Vert(TL)
-0.40
8-9
>386
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.45
Horz(TL)
,
0.16
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.22
8-9
>712
240
Weight: 74 lb FT = 0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 "Except"
132:2x4SPM30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
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 guide.
REACTIONS. (lb/size)
7 =
533/Mechanical
2 =
717/0-8-0 (min. 0-1-8)
Max Horz
2 =
366(LC 12)
Max Uplift
7 =
-244(LC 9)
2 =
-266(LC 12)
Max Grav
7 =
533(LC 1)
2 =
717(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-17=-536/138, 3-17=-471/148,
3-18=-1062/620, 4-18=-1025/632,
4-5=-589/347
BOTCHORD
2-20=-397/571, 20-21 =-397/57 1,
12-21=-397/571, 3-11=-337/260,
11-22=-413/609, 10-22=413/609,
9-10=-232/353, 3-23=-462/658,
23-24=462/658, 9-24=462/658,
9-25=-859/1223,8-25=-859/1223,
8-26=-386/560, 7-26=-386/560
WEBS
5-8=-259/590, 5-7=-801/542,
4-8=-754/532
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.1'8; MWFRS
(envelope)and C-C Exterior(2)-1-4-010 1-11-10,
Interior(l) 1-11-10 to 9-0-0, Exterior(2) 9-0-0 to
12-10-4 zone; cantilever left and right exposed ; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; LumberDOL=1.25 plate
grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 244 lb uplift at
joint 7 and 266 lb uplift at joint 2.
8) This truss has been designed fora moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Qty
Ply
XCAS6519C
B17
Half Hip
1
1
LbA0225321
Reference (optional)
0 Sses, FOR riu-, - 34946, ura19111gd i truss.wm Run: 8.020 s Aug 31 20i6 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:12 2017 Page 1
I D:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-oMIAnilv1 ipeHgRErBEL3nfcqueG_gnYD4wNbRzVTkL
1 4-0 3-0-0 4-0-0 5-0-12 7-0-0 13-0-0
1-4-0 3-0-0 1-0-0 1-0-12 1-11-4 6-0-0
1.5x4
3x8 i 1.5x4 II
412 =
4-0-0
5x6
18
12-8-8
1Q
3x3 II
Dead Load Dee. = 1/4 in
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
19
TC 0.82
Vert(LL)
-0.12
3-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
I.25
BC 0.94
Vert(TL)
-0.33
3-8
>461
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.58
Horz(TL)
0.23
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.22
9
>715
240
Weight: 70 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B1: 2x4 SP M 30, B3: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-4-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-11-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
7 =
513/Mechanical
2 =
744/0-8-0 (min. 0-1-8)
Max Horz
2 =
293(LC 12)
Max Uplift
7 =
-235(LC 9)
2 =
-286(LC 12)
Max Grav
7 =
513(LC 1)
2 =
744(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-1052/658, 4-5=-791/523,
6-7=-204/259
BOTCHORD
3-22=-799/1144,22-23=-799/1144,
8-23=-800/1142, 8-24=-511/721,
7-24=-511 /721
WEBS
5-8=-172/472, 5-7=-758/523,
4-8=-551/367
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 1-11-10,
Interior(1) 1-11-10 to 7-0-0, Exterior(2) 7-0-0 to 11-8-0
zone; cantilever left and right exposed ; end vertical
left exposed;C-C for members and forces 8[ MWFRS
for reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 235 lb uplift at
joint 7 and 286 lb uplift at joint 2.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Qty
Ply
A0225322
XCAS6519C
B18G
Half Hip Girder
1
1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:13 2017 Page 1
I D:P U4 MzygZ_tyu GVhn Md h2ZPyH 7 LO-GYJZ_22Xo0xVvz0OOvlab_Ck21_8j7lhSkgx7tzVTkK
1-4-0 3-0-0 4-0-0 , 5-0-0 _, 9-0-01 13-0-0
1-4-0 3-0-0 1-0-0 1-0-0 4-0-0 4-0-0
1.5x4
3x8 i 1.5x4 II _
Dead Load Defl. = 5/16 in
LOADING(psf)
SPACING-
2-0-0
CS1-
DEFL.
in
floc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.98
Vert(LL)
-0.32
13
>488
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.96
Vert(TL)
,-0.60
13
>258
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.63
Horz(TL)
0.27
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.33
13
>469
240
Weight: 68 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 *Except*
B3: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-0 oc
pudins, except end verticals.
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 guide.
REACTIONS. (lb/size)
7 =
886/Mechanical
2 =
1104/0-8-0 (min. 0-1-8)
Max Harz
2 =
221(LC 8)
Max Uplift
7 =
-523(LC 5)
2 =
-552(LC 8)
Max Grav
7 =
1264(LC 34)
2 =
1157(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-501/152, 3-4=-2365/1063,
4-19=-2234/946, 5-19=-2234/946,
5-20=-2234/946, 6-20=-2234/946,
6-7=-1031/506
BOT CHORD
3-25=-981/2090, 25-26=-981/2090,
10-26=-981 /2090. 10-27=-981 /2090,
9-27=-981/2090,9-28=-1001/2166,
8-28=-1001/2166
WEBS
4-9=-244/858, 4-8=-291/250,
5-8=-419/354, 6-8=-985/2331
WEBS
4-9=-244/858, 4-8=-291/250,
5-8=-419/354, 6-8=-985/2331
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); cantilever left and right exposed ; end
vertical left exposed; Lumber DOL=1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 523 lb uplift at
joint 7 and 552 lb uplift at joint 2.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 275
lb down and 242 lb up at 5-0-0, 186 lb down and 123
lb up at 7-0-12, and 186 lb down and 123 lb up at
9-0-12, and 186 lb down and 123 lb up at 11-0-12 on
top chord, and 297 lb down and 151 lb up at 5-0-0,
235 lb down and 54 lb up at 7-0-12, and 235 lb down
and 54 lb up at 9-0-12, and 235 lb down and 54 lb up
at 11-0-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
11) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 4-6=-70, 13-16=-20, 11-12=-20,
7-10=-20
Concentrated Loads (lb)
Vert: 4=-1 0 1 (F) 9=-254(F) 5=-61 (F) 8=-62(F)
19=-61(F) 20=-61(F) 28=-62(F) 29=-62(F)
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Job
Truss
Truss Type
Qty
Ply
XCAS6519C
C01G
FLAT GIRDER
1
3
A0225323
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:14 2017 Page 1
ID:PU4MzygZ_t GVhnMdh2ZPyH?LO-kktxBO29ZK3MX7bcycGp8Cl5hiQeSUorgOPUfJzVTkJ
4-11-12 , 9-7-15 13-0-5 16-0-15, 19-1.8, 23-1-2
4.11-12 4-8-4 3-0-6 3-0-10 3-0-10 3-11-10 i
802 = 2x4 II 4x16 = 4x6 = 3x6 = 48 =
1 2 3 4 5 6 7 8
11 1 AM
�i: 1i
VP 6. VIl.3 4
1 ' l;
(I
:�
3 }NS
tt
3 VV$ VIF3
f
•
:� 3
W
o
i
1
7x6 =
Dead Load Defl. =118 in
n
ZO T\-
15 1813 2111 2210 23o7x8 = 6x8 3x6 11 4X8 = 12CLUSTER (14) WS45 SCREWS 2 ROWS Ca 4- O.C.
6x8 I I 4 8 = 4x6 =
CLUSTER (20) WS45 SCREWS 2 ROWS Ca 4' O.C. 4X6 =
4x6 =
LOADING
SPACING-
2-0-0
CSI.
DEFL-
7x1irVTd&r I/deft
Ud
PLATES
GRIP
TCLL
20.0
Plate Grip DOL
10
TC 0.16
Vert(LL)
-0.07 14 >999
360
MT20
244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.56
Vert(TL)
-0.20 14 >999
240
MT20HS
187/143
BCLL
0.0
Rep Stress Incr
NO
WB 0.99
Horz(TL)
0.02 9 n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(ILL)
0.09 14 >999
240
Weight: 1282 lb
FT=0%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x8 SP No.2 *Except*
B2: 2x8 SP 240OF 1.8E
WEBS 2x4 SP No.3 *Except*
W1,W7,W6: 2x6 SP No.2
W8: 2x8 SP No.2, W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 1-16, 8-9
REACTIONS. (lb/size)
16 = 7387/0-10-0 (min. 0-2-14)
9 = 12658/0-10-0 (min. 0-3-8)
Max Uplift
16 =-2603(LC 4)
9 =-4839(LC 4)
Max Grav
16 = 7387(LC 1)
9 = 12658(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1 -1 6=-7312/2614, 1-2=-3402/1217,
2-3=-3402/1217, 3-4=-5164/1858,
4-5=-5164/1858, 5-6=-5164/1858,
6-7=-2404/862
BOT CHORD
15-18=-2295/6305,18-19=-2295/6305,
19-20=-2295/6305, 14-20=-2295/6305,
13-14=-2295/6305, 12-13=-2295/6305,
12-21=-134513764, 11-21=-1345/3764,
11-22=-1345/3764, 10-22=-1345/3764,
10-23=-828/2325, 23-24=-826/2326,
9-24=-1078/2936
WEBS
2-15=-477/168, 3-15=-6869/2550,
3-14=-3550/9423, 1-15=-2803/7828,
7-10=-192915378,6-10=-4679/1664,
4-12=-482/172,6-12=-1766/4819,
WEBS
2-15=-477/168,3-15=-6869/2550,
3-14=-3550/9423, 1-15=-2803/7828,
7-10=-1929/5378, 6-10=-4679/1664,
4-12=-482/172, 6-12=-1766/4819,
3-12=-3596/1375, 7-9=-6398/2287
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"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0
oc.
Bottom chords connected as follows: 2x8 - 4 rows
staggered at 04-0 oc.
Webs connected as follows: 2x6 - 2 rows staggered at
0-9-0 oc, 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
(B), unless otherwise indicated.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=23ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); Lumber DOL=1.25 plate grip DOL=1.25
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) All plates are 3x4 MT20 unless otherwise indicated.
8) Plates checked for a plus or minus 0 degree
rotation about its center.
9) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent 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 =
10.0psf.
11) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 2603 lb uplift
at inint 16 and 4839 Ih unlift at inint A_
12) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13,
14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27,
28, 29, 30, 31, 32, 33, 34, 35, 36,37 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss.
13) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
14) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
10152 lb down and 3909 lb up at 9-7-15, and 7410 lb
down and 3082 lb up at 22-0-13 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pin
Vert: 1-8=-90, 9-16=-20 -
Concentrated Loads (lb)
Vert: 14=-10152(B)24=-741O(B)
2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab.
Attic Storage: Lumber Increase=1.25, Plate
Increase=1.25
Uniform Loads (pig
Vert: 1-8=-80, 16-18=-20, 18-20=-50, 9-20=-20
Concentrated Loads (lb)
Vert: 14=-9618(B) 24=-6946(B)
3) Dead + Uninhabitable Attic Without Storage: Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-40
Concentrated Loads (lb)
Vert: 14=-7817(B) 24=-5695(B)
4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left:
Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=3899(B) 24=3072(B)
5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right:
Lumber Increase=1.25, Plate Increase=1.25
continued on page 2 Uniform Loads (pit)
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PYrich Y P Y' P P Y
Truss
Truss Type
Qty
Pl73J.b
Fob
S6519C
C01 G
FLAT GIRDER
1A0225323
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, clesign(a)aitruss.com
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=3899(B) 24=3072(B)
6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Concentrated Loads (Ib)
Vert: 14=3909(B) 24=3082(B)
7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right:
Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Concentrated Loads (Ib)
Vert: 14=3909(B) 24=3082(B)
8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel:
Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=3899(B) 24=3072(B)
9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel:
Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=3899(B) 24=3072(B)
10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd
Parallel: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=3899(B) 24=3072(B)
11) Dead +0.6 MWFRS Wind (Pos. Internal) 4th
Parallel: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=3899(B) 24=3072(B)
12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st
Parallel: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Concentrated Loads (lb)
Vert: 14=3909(B) 24=3082(B)
13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd
Parallel: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Concentrated Loads (Ib)
Vert: 14=3909(B) 24=3082(B)
14) Dead + Uninhabitable Attic Storage: Lumber
Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-50, 16-18=-20, 18-20=-60, 9-20=-20
Concentrated Loads (lb)
Vert: 14=-6410(B)24=-4575(B)
15) 1st Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7756(B) 17=-200 24=-6136(B)
16) 2nd Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7756(B) 19=-200 24=-6136(B)
17) 3rd Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert:13=-200 14=-7756(B)24=-6136(B)
mun: mucu s
Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:14 2017 Page 2
I D:P U4Mzyg2 _NuG Vhn Md h2ZPyH? LO-kktxB O29ZK3 MX7bcycG p8C15hiQeS U orgOP UfJzVTkJ
Standard
18) 4th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7756(B) 21 =-200 24=-6136(B)
19) 5th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7756(B) 22=-200 24=-6136(B)
20) 6th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7756(B) 23=-200 24=-6136(B)
21) 7th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert:16=-200 14=-7756(B)24=-6136(B)
22) 8th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert:15=-200 14=-7756(B) 24=-61 36(B)
23) 9th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7956(B=-7756) 24=-6136(B)
24) 10th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7756(B) 12=-200 24=-6136(B)
25) 11th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-7756(B) 11=-200 24=-6136(B)
26) 12th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert:14=-7756(B) 10=-200 24=-6136(B)
27) 13th Moving Load: Lumber Increase=2.00, Plate
Increase=2.00
Uniform Loads (plf)
Vert: 1-8=-50, 9-16=-20
Concentrated Loads (lb)
Vert:9=-200 14=-7756(B)24=-6136(B)
28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
Left: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert:14=-5580(B) 24=-4584(B)
29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
Right: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=-5580(B) 24=-4584(B)
30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
Left: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Standard
Concentrated Loads (lb)
Vert: 14=-5570(B) 24=-4574(B)
31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
Right: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Concentrated Loads (Ib)
Vert: 14=-5570(B) 24=-4574(B)
32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
1st Parallel: Lumber Increase=1.25, Plate
Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=-5580(B) 24=-4584(B)
33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
2nd Parallel: Lumber Increase=1.25, Plate
Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (Ib)
Vert: 14=-5580(B) 24=-4584(B)
34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
3rd Parallel: Lumber Increase=1.25, Plate
Increase=1.25
Uniform Loads (plf)
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=-5580(B) 24=-4584(B)
35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal)
4th Parallel: Lumber Increase=1.25, Plate
Increase=1.25
Uniform Loads (pin
Vert: 1-8=31, 9-16=-10
Concentrated Loads (lb)
Vert: 14=-5580(B) 24=-4584(B)
36) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
1st Parallel: Lumber Increase=1.25, Plate
Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-5570(B) 24=4574(B)
37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal)
2nd Parallel: Lumber Increase=1.25, Plate
Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-14, 9-16=-20
Concentrated Loads (lb)
Vert: 14=-5570(B) 24=-4574(B)
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Job
Truss
Truss Type Qty
Ply
XCAS6519C
CO2
ROOF SPECIAL 1
1
LbA0225324
Reference (optional)
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ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-CxQJPk3nKdBD8HAPW Ko2gPH4U6ljB01_v291 CIzVTkI
7t0 15 N 22-9 6
7-6-0 7-11-6 7 4-1
3x4 =
Dead Load Defl. =1/8 in
3x4 = 1.5x4 11 5x6 =
3x8 =
LOADING
SPACING-
2-0-0
CSI.
DEFL.
in
floc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.92
Vert(LL)
-0.26
7-9
>999
360
MT20 244/190
TCDL ' 15.0
Lumber DOL
1.25
BC 0.63
Vert(TL)
-0.36
7-9
>739
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.69
Horz(TL)
0.05
6
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MS
Wind(LL)
0.04
7-9
>999
240
Weight: 179 lb • FT = 0%a
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
Wi: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-6-0 oc bracing.
WEBS
1 Row at midpt
1-11, 5-6, 1-9. 2-9, 4-9, 4-6
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 =
1008/Mechanical
11 =
1008/0-5-8 (min, 0-1-8)
Max Uplift
6 =
-447(LC 8)
11 =
-447(LC 8)
Max Grav
6 =
1079(LC 2)
11 =
1093(LC 2)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
10-11=-1093/763, 1-10=-943f792,
1-2=-641/463, 2-3=-641/463,
3-4=-641/463
BOT CHORD
8-9=-463/677, 8-14=-463/677,
14-15=-463/677, 7-15=-463/677,
7-16=-463/677, 16-17=-463/677,
6-17=-463/677
WEBS
1-9=-707/973, 2-9=-564/631, 4-7=0/435,
4-6=-1055f721
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-2-12 to 6-11-15,
Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members
and forces 8f MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25 ,
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 11 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 447 lb uplift at
joint 6 and 447 lb uplift at joint 11.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Qty
Ply
A0225325
XCAS6519C
CO3
Roof Special
7
1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:16 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-g7_hc44P4xJ4mRk?41 JHDdgG3V1 PwUS88iubkCzVTkH
2-6-0 7-9-10 15-1-12 ! 20-7-12 22-9-6 i
2-6-0 5.3-10 7-4-2 6 ' 2
8x8 =
3x6 = 14
16
4x4 11 3x4 = 3x4 = 3x4 =
1 17 r. 2 3 4,
W3
W3
19 20 21 11 10 22 23 24
15 3x8 MT20HS=
1.5x4 11 3x4 =
4x4 II
3x3 5 II Dead Load Dell. = 7/16 in
7 26 6
3x6 II
1.5x4 1l2-s6
26-0 11-5-11 20-7-1z zz-5-14
2-6-0 8-11-11 s-z-1 x 2
0-3-8
Plate Offsets (X Y)—
fl4:0-2-0 0-1-81
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.87
Vert(LL)
-0.60
9-11
>451
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.86
Vert(TL)
'-1.05
9-11
>255
240
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.60
Horz(TL)
0.95
6
n/a
n/a
BCOL 10.0
Code FBC2014/fP12007
Matrix -MS
Wind(LL)
0.51
11-12
>526
240
Weight: 170 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B1: 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W1: 2x6 SP 240OF 2.0E
W7,W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-2-6 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-5-10 oc bracing.
WEBS
1 Row at midpt
1-16, 5-6, 2-13, 4-8
JOINTS
1 Brace at Jt(s): 15
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 =
1006/Mechanical
16 =
96810-5-8 (min. 0-1-8)
Max Horz
16 =
-546(LC 10)
Max Uplift
6 =
-566(LC 9)
16 =
-556(LC 8)
Max Grav
6 =
1038(LC 2)
16 =
998(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
14-16=-998/805, 13-14=-998/805,
1-13=-242/257, 1-17=-511/521,
2-17=-51 1 /521, 2-3=-1006/804,
3-4=1006/804, 6-8=-995/839
BOT CHORD
13-18=-891/997, 12-18=-891/997,
12-19=-891/997, 19-20=-891/997,
20-21=-891/997,11-21=-891/997,
10-11= 734/848, 10-22=-734/848,
BOTCHORD
13-18=-891/997,12-18=-891/997,
12-19=-891/997, 19-20=-891/997,
20-21=-891/997, 11-21=-891/997,
10-11 =-734/848, 10-22=-734/848,
22-23=-734/848, 23-24=-734/848,
9-24=-734/848, 9-25=-734/848,
8-25=-734/848
WEBS
14-15=-534/361,12-15=-502/340,
2-13=-9921801, 2-11=0/265,
4-11=-1481334, 4-8=-1114/997,
13-15=-496/733
NOTES-
1) Wind: ASCE 7-10; VuIt=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-2-12 to 3-6-6,
Interior(1) 3-6-6 to 22-7-10 zone; cantilever left and
right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) All plates are MT20 plates unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Bearing atjoint(s) 16 considers parallel to grain
value using ANSI/TPI 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 566 lb uplift at
joint 6 and 556 lb uplift at joint 16.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
city
Ply
XCAS6519C
C04
ROOF SPECIAL
1
1
A0225326
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:16 2017 Page 1
I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-g7_hc44P4xJ4mRk?41 JHDdgGzV3awUP88iubkCzVTkH
2-6-0 8-0-0 14-11-6 20-7-12 s22-9-fr
' 2-6.0 6-11-6 5-8.6 -1-1
3x8 =
3x6 =
15
3x4 11 3x4 = 3x4 = 3x3 11
1 _. 9 7 d __ 5
256
2x4 II 3x6 II
3x3 II 1.5x4 II
2-6-0 11-6.11 20-7-12 1.5x420-9-6
2-6-0 8-11-11 9-2-1 -10-
Dead Load DeB. = 3/8 in
LOADING(psf)
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL)
-0.53
9-10
>504
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.72
Vert(TL)
-0.92
9-10
>292
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.60
Horz(TL)
0.66
6
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.03
10
>999
240
Weight: 174 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
WEBS
B3: 2x4 SP No.3, B2: 2x4 SP M 30
2-12=-9581760, 2-10=0/281, 4-10=0/300,
WEBS 2x4 SP No.3 *Except*
4-8=-986/771
W1: 2x6 SP No.2, W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt
1-15, 5-6, 2-12, 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 =
1008/Mechanical
15 =
1008/0-5-8 (min. 0-1-8)
Max Uplift
6 =
-447(LC 8)
15 =
-447(LC 8)
Max Grav
6 =
1061(LC 2)
15 =
1059(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
14-15=-1059/763,12-14=-978/783,
1-12=-251/277, 2-3=-846/526,
3-4=-846/526, 6-8=-1018/774,
5-8=-238/262
BOTCHORD
12-17=-547/823,11-17=-547/823,
11-18=-555/748, 18-19=-555[748,
19-20=-5557748,10-20=-5557748,
10-21=-556/740, 21-22=-556/740,
22-23=-556/740, 9-23=-556/740,
9-24=-558/775, 8-24=-558/775
WEBS
2-12=-958/760, 2-10=01281, 4-10=0/300,
4-8=-986/771
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-,
h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-2-12 to 6-11-15,
Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) All plates are MT20 plates unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 15 considers parallel to grain
value using ANSI/TPI 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 447 lb uplift at
joint 6 and 447 lb uplift at joint 15.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Zi b
PY 0x Y
Job
Truss
Truss Type
Qty
Ply
A0225327
XCAS6519C
C05
ROOF SPECIAL
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:17 2017 Page 1
I D: P U4 MzygZ_tyuGVh nMd h2ZPyH? LO-8JY3gQ52rFRxObJBdlq W mgNQyvP kfxO HMMe8GezVTkG
i 2-6-0 i 8-3-1 i 14-8-5 1 20-7-12 12
2-6-0 5-9-1 6-5-0 5-11-7 2-1-10'
3x8 =
3x6 =
15
3x4 = 4x4 = 3x4 =
3x4 =
1 a e 5
2x4 II 3x6 II
3x3 11 1.5x4 11 2x4 11
22-9-6
! 2-6-0 113-11 20-7-12 22-5-14 i
2i 9 8-11-11 9-2-1 1-10-2
0.3-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Weil
Ud
TCLL 20.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL)
-0.52
9-10
>517
360
TCDL 15.0
Lumber DOL 1.25
BC 0.66
Vert(TL)
'-0.90
9-10
>299
240
BCLL 0.0
Rep Stress Incr YES
WB 0.58
Horz(TL)
0.59
6
n/a
n/a
BCDL 10.0
Code FBC20141TP12007
Matrix -MS
Wind(LL)
0.04
10
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
WEBS
B3: 2x4 SP No.3, B2: 2x4 SP M 30
2-12=-1021/823, 2-10=0/259, 4-10=0/276,
WEBS 2x4 SP No.3 *Except*
4-8=-1049/835
W1: 2x6 SP No.2, W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt
1-15, 5-6, 2-12, 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 = 1008/Mechanical
15 = 1008/0-5-8 (min. 0-1-8)
Max Uplift
6 =-447(LC 8)
15 =-447(LC 8)
Max Grav
6 = 1031(LC 2)
15 = 1030(LC 2)
FORCES. (lb)
Max. Camp./Max. Ten. - All forces 250 (lb) or, less except
when shown.
TOP CHORD
14-15=-1030/763,12-14=-952/783,
1-12=-264/292, 2-3=-970/628,
3-4=-970/628, 6-8=-989/774,
5-8=-252/277
BOTCHORD
12-17=-651/944, 11-17=-651/944,
11-18=-660/871, 18-19=-660/871,
19-20=-660/871, 10-20=-660/871,
10-21=-661/864, 21-22=-661/864,
22-23=-661/864, 9-23=-661/864,
9-24= 663/901, 8-24=-663/901
WEBS
2-12=-1021/823, 2-10=0/259, 4-10=0/276,
4-8=-1049/835
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf;
h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-2-12 to 6-11-15,
Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members
and forces 8t MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members; with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 15 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 447 lb uplift at
joint 6 and 447 lb uplift at joint 15.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load DeB. = 3/8 in
PLATES GRIP
MT20 244/190
Weight: 164 lb FT = 0%
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Job
Truss
Truss Type
Qty
Ply
XCAS6519C
C06
ROOF SPECIAL
1
1
A0225328
Job Reference (optional)
Ai Roor Trusses, Fon Pierce, FL 34a4b, aeslgnLaltruss.com Kun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:18 2017 Page 1
ID:PU4Mzyg2_t uGVhnMdh2ZPyH?LO-cW6Sim5gcYZo?IuNBSUI2vb?JmrOP3QbONio4zVTkF
7-10-9 15-0-14 20-7-12 , 22-9-6
7-2-5 5-6-14 2-1-10
3x8 =
3x6 =
3x4 11 3x4 =
3x4 = 3x3 II
1.5x4 II 3x6 II
r,��2x4 11
2Z 11-5-11 20-7-12 1'5-911 9-6
2-6-0 8-11-11 9.2-1 - 1-10-2
Dead Load Defl. = 3/8 in
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.91
Vert(LL)
-0.50
9-10
>533
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.61
Vert(TL)
-0.88
9-10
>306
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.53
Horz(TL)
0.56
6
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MS
Wind(LL)
0.05
10
>999
240
Weight: 154 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 `Except'
WEBS
B3: 2x4 SP No.3, B2: 2x4 SP M 30
2-12=-1127/927, 2-10=0/272, 4-10=0/292,
WEBS 2x4 SP No.3 `Except*
4-8=-1148/937
W11: 2x6 SP No.2, W4: 2x4 SP No.2
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 6-0-0 oc bracing.
WEBS
1 Row at midpt
1-15, 5-6, 2-12, 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 =
1008/Mechanical
15 =
1008/0-5-8 (min. 0-1-8)
Max Uplift
6 =
-439(LC 8)
15 =
-439(LC 8)
Max Grav
6 =
1008(LC 1)
15 =
1008(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
14-15=-10081752,12-14=-9491773,
1-12=-246/268, 2-3=-11011736,
3-4=-11011736, 6-8=-973/763,
5-8=-235/254
BOT CHORD
12-17=-766/1052,11-17=-766/1052,
11-18=-778/996, 18-19=-778/996,
19-20=-778/996, 10-20=-778/996,
10-21=-779/989, 21-22=-779/989,
22-23=779/989, 9-23=-779/989,
9-24=-778/1014,8-24=-778/1014
WEBS
2-12=-1127/927, 2-10=0/272, 4-10=0/292,
4-8=-1148/937
NOTES-
1)Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,
h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-2-12 to 6-11-15,
Exterior(2) 6-11-15 to 22-7-10 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water
ponding.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Bearing at joint(s) 15 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 439 lb uplift at
joint 6 and 439 lb uplift at joint 15.
9) This truss has been designed for a moving
concentrated load of 200.0Ib live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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PY 4• �F P Y- P P f
Job
Truss
Truss Type
city
Ply
XCAS6519C
C07
ROOF SPECIAL
1
1
LbA0225329
Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:19 2017 Page 1
I D:KkdCWskRAgrbWJEUVadggXyBJg9-4iggF661 NshfduTalAs_rFSnHj647ruagg7FLXzVTkE
2-6-0 7-5-2
15-6-4 I 20-7-12 , 22-9-0,
2-6-0 411-2
8-1-2 5-1-8 2-1-10
7.00 12
3x4 =
Dead Load Deft. = 318 in
3x4 =
4x4 i
4 3x4 = 4x4 -Z�- 3x3 II
1
3x4 =
T1
T 2 3x4 = 8
TA
112
3
2
5 6 WZO
3 � a
:�- 4 �
151,0
1V3 17 ` 3x6 :::::
3x8 = —
3x4 —
23
13 24 ��pi�.' N
4x6 — 7
5x6 = I�
21 16
[�
10 26 9
18 3x3 II
3x6 II
1.5x4 II
119 IF-�
2-6-0
11-5-N
20.7-12 , 5- 4„
2-fi-0
8-11-11
9-2-1 1-10-2
0-3-8
Plate Offsets (X Y)— [4:0-2-0 Edgel, [11:0-3-12,0-1-81, rl2:0-2-0,0-1-121, [13:0-3-0,Edge), [14:0-0-8,0-1-81, rl7:0-3-0,0-0-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20:0
Plate Grip DOL 1.25
TC
0.87
Vert(LL) -0.48 12-13 >555 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.61
Vert(TL) -0.86 12-13 >311 240
BCLL 0.0
Rep Stress Incr YES
WB
0.62
Horz(TL) 0.72 9 n/a n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL) -0.27 13-14 >989 240
Weight: 154 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B3: 2x4 SP No.3, B2: 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W11: 2x6 SP 2400F 2.0E
W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-2 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-9-8 oc bracing.
WEBS
1 Row at midpt
1-18, 2-15, 7-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
9 =
1008/Mechanical
18 =
1008/0-5-8 (min. 0-1-8)
Max Horz
18 =
-475(LC 10)
Max Uplift
9 =
-464(LC 12)
18 =
-486(LC 12)
Max Grav
9 =
1008(LC 1)
18 =
1008(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
17-18=1071/790, 15-17=-978/743,
1-19=-508/494, 2-19=-508/494,
2-3=-1662/1111, 3-5=-1354/958,
5-6=-1354/958, 6-7=-166211132,
9-11=-1067/837, 3-4=-406/277,
4-6=-411/281
BOT CHORD
15-22=-1123/1564, 14-22=-112311564,
14-23=-1254/1613,13-23=1254/1613,
13-24=-1084/1457, 12-24=1084/1457,
12-25=-1072/1476, 11-25=1072/1476
BOT CHORD
15-22=-1123/1564, 14-22=-1123/1564,
14-23=-1254/1613,13-23=-1254/1613,
13-24=-1084/1457, 12-24=-1084/1457,
12-25=-1072/1476, 11-25=-1072/1476
WEBS
2-15=-1506/1137, 2-13=0/304,
7-13=-70/331, 7-11=-1630/1252
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,,
h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 9-0-12 to 3-6-6,
Interior(1) 3-6-6 to 22-7-10, Exterior(2) 11-7-12 to
14-2-12 zone; cantilever left and right exposed ; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.25 plate
grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding. -
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will'fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 18 considers parallel to grain
value using ANSIITPI 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 464 lb uplift at
joint 9 and 486 lb uplift at joint 18.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
11) Graphical pudin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
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$i':t1u�aJxrXts sh.:'Qa?nNta tiel[64QEnW. AEthssdugartla.En;u,:ieatq iq EE'a41:aE;nar(iggrestnax:aa;;Epim,EdRs Pfncad!gc'nugn:pas:i!xElu6recs.adfx!I:;!TmEa pmNm"4I96nh.!�.i l%t. �xla,gt masp!uti.tz ip E;sn,WtDe3! Anthony T. Tonlbo Ill ' P.E.
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''i!W0rttA`i^NIr!Asr,,.10m,!EiEnalhU0.4 :EtQBUi Rt Stu rtE E9-juC4htwirO.VWManiuurlLl$;:A.u11MOefin1P.Nup"Im Mrs fisfvtaNTn:!4451 St. Lucie Blvd.
iRafilttdL4FE11jtit.:i'��Nlgtt(iLWbp Qidir$jlfitit!N.BeT.ass6EsiptEESNX51:k�glap Erst„a L�ts:nao Egnm tEmQerliq. kCarhultne:Emc1*+:IatfLL Fort Pierce, FL 34946
DistttghQ2016A-1loollrasses-Amhearl.lomboIll, P.E bprodu0ionof isdommeotinanyhrm,isproMhued.ishoatthenrieenpermissi InsMA-1Roof Smuts -Amheafl.lac5o111,P.E
Job
Truss
Truss Type Qty
Ply
XCAS6519C
C08
ROOF SPECIAL 1
1
A0225330
Job Reference o tional
fa 3 tcuui J Pusses, rori Pierce, FL 34946, oesign@a-Uruss.com stun: a.uzu s Aug 31 2016 Print' 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:20 2017 Page 1
ID:KkdCWskRAgrbWJ EUVadggXyBJg9-ZuECSR7w8ApW F22mJtNDNT?z_7MDsKwj3KsotzzVTkD
7-04 10-9-12 12-5-12 16-3-4 22-9-6
7-0-4 3-9-8 1-8-0 3-9-8 6-6-2
7.00 12 4x4 = 4x4 =
Dead Load Det1. = 3/8 in
3x4 = 5x6 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
-0.59
7-8
>457
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 1.00
Vert(TL)
-1.00
7-8
>269
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.51
Horz(TL)
0.19
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.16
9-10
>999
240
Weight: 154 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 `Except`
WEBS
131: 2x4 SP M 30
2-1 0=-1 300/868, 2-9=-434/486,
WEBS 2x4 SP No.3 *Except*
3-9=-262/436, 4-8=-175/373,
W1: 2x6 SP No.2
5-8=-235/287, 5-7=-1338/922
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-2 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 2-10, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1008/Mechanical
11 =
1008/0-5-8 (min.0-1-8)
Max Horz
11 =
-446(LC 10)
Max Uplift
7 =
-409(LC 13)
11 =
-398(LC 12)
Max Grav
7 =
1008(LC 1)
11 =
1008(LC 1)
FORCES. (lb)
Max. Comp./Max- Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
10-11=-1071/736, 1-10=-244/263,
1-12=-336/347,2-12=-336/347,
2-13=-1235f772,3-13=-1203f787,
3-4=-1117/756, 4-14=-1204/801,
5-14=-1233/7B3
BOT CHORD
10-16=-895/1221, 16-17=-895/1221,
9-17=-895/1221, 9-18=-602/962,
8-18=-602/962, 8-19=-736/1077,
19-20=736/1077, 7-20=-736/1077
WEBS
2-10=-1300/868, 2-9=-434/486,
3-9=-262/436, 4-8=-175/373,
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,
h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-2-12 to 3-6-6.
Interior(1) 3-6-6 to 10-9-12, Exterior(2) 10-9-12 to
12-5-12, Interior(1) 15-9-6 to 16-3-4 zone; cantilever
left and right exposed ; end vertical left exposed;C-C
for members and forces & MWFRS for reactions
shown; Lumber DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Bearing at joint(s) 11 considers parallel to grain
value using ANSI/TPI 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 409 lb uplift at
joint 7 and 398 lb uplift at joint 11.
10) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Qty
Ply
A0225331
XCAS6519C
C09
Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:20 2017 Page 1
ID: PU4MzygZ_tyuGVhnMdh2ZPyH?LO-ZuECSR7w8ApWF22mJtNDNT?yi7N7sHSj3KsotzzVTkD
4 4-15 8-10-0 14-6-0 , 18-11-1 23-4-0
4 4-15 4-5-1 5-8-0 4-5-1 14-4-15
3x3
48 =
4x4
5x6 = 3x4 = 3x4 = 3x8 = 5x6 =
4 4-15 8-10-0 14-6-0 18-11-1 23-0-8 2a 4-0
4 4-15 4-5-1 5-8-0 4-5-1
IN
Dead Load Defl. = 3/16 in
Plate Offsets (X Y)— [2:0-2-0,0-1-12), [3:0-5-8,0-2-0), [4:0-1-12,0-2-81, [5:0-2-0,0-1-12[,
[7:0-1-12,0-3-0[, [11:0-1-12,0-3-0)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.89
Vert(LL) -0.26 10-11 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.94
Vert(TL) ' -0.47 10-11 >579 240
BCLL 0.0
Rep Stress Incr YES
WB 0.66
Horz(TL) -0.04 7 n/a n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL) 0.49 10-11 >559 240
Weight: 138 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 `Except`
W1: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-0-2 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
11 =
1029/0-8-0 (min. 0-1-8)
7 =
1029/0-8-0 (min. 0-1-8)
Max Horz
11 =
-286(LC 10)
Max Uplift
11 =
-525(LC 8)
7 _
-696(LC 8)
Max Grav
11 =
1029(LC 1)
7 =
1029(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-12=-299/614, 2-12=-243/625,
2-3=-1237/2154, 3-13=-1123/1968,
13-14=-1123/1968, 4-14=-1123/1968,
4-5=-1236/2156,5-15=-243/626,
6-15=-298/615, 1-11=-310/441,
6-7=-291/453
BOT CHORD
11-16=-1671/1044,10-16=-1671/1044,
9-10=-1594/939,9-17=-1594/939,
8-17=-1594/939,8-18=-1649/1037,
7-18=-1649/1037
WEBS
2-10=-344/256, 3-10=-722/334,
4-8=-729/282, 5-8=-338/258,
2-11=-1219/1583,5-7=-1197/1611
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf;
h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-2-12 to 3-6-6,
Interior(1) 3-6-6 to.8-10-0, Exterior(2) 8-10-0 to 19-0-7,
Interior(l) 19-0-7 to 23-1-4 zone; cantilever left and
right exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) This truss has been designed fora 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ` This truss has been designed fora live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 525 lb uplift at
joint 11 and 696 lb uplift at joint 7.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
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ataedH:s iirssWrayiNls;i@tut:R80083
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Copyright 0 2016 A-1 Aaof frown-ArthoayU mba Ill, F,L &epmdumian etihis dummeal, in anytmm, is problited Whounhe rrtiffen perminion from A-] hof frossas-AathoayT. Tomb III, P.E.
Job
Truss
Truss Type
qty
Ply
XCAS6519C
C10G
Hip Girder
1
1
A0225332
Job Reference (optional)
., r Hour r ruaann, run ne,sz, ra_ .rrwu, uesrgnLa ttruss.com Run: 8.020 s Aug si 2u16 tinnt: t$.ULU s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:22 2017 Page 1
ID: KkdCWskRAgrbWJEUVadggXyBJg9-VHLyt79Agn3EUMC9QIQhTu4Kow35K9hOWeLvxrzVTkB
7-0-0 11-8-0 168 0 23-4-0
7-0-0 4-8-0 4-8-0 7-M
4x6 =
3x8
Dead Load Defl. = 114 in
3x8 11 8x8 = 7x10 MT20HS= 8x8 = 5x8 11
fifitSal
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.41
7-9
>674
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.91
Vert(TL)
-0.63
7-9
>433
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
NO
WB 0.81
Horz(TL)
0.04
6
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.22
7-9
>999
240
Weight: 148 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x6 SP 240OF 2.OE `Except`
B2: 2x6 SP No.2
WEBS 2x4 SP No.3 `Except`
W1: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-12 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-8-2 oc bracing.
WEBS
1 Row at midpt 1-9, 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordancewith Stabilizer Installation uide.
REACTIONS. (lb/size)
10 =
2033/0-8-0 (min. 0-2-4)
6 =
2032/0-8-0 (min. 0-3-3)
Max Horz
10 =
-233(LC 6)
Max Uplift
10 =
-1577(LC 4)
6 =
-1738(LC 4)
Max Grav
10 =
2687(LC 22)
6 =
2681(LC 25)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-4133/2436, 2-11=-3606/2131,
11-12=-3606/2131, 3-12=-3606/2131,
3-13=-3576/2266, 13-14=-3576/2266,
4-14=-3576/2266,4-5=-4100/2502,
1-10=-2627/1545, 5-6=-2611/1617
BOTCHORD
10-15=430/431, 9-15=-430/431,
9-16=-2391/3730, 16-17=-2391/3730,
17-18=-2391/3730, 18-1 9=-2391/3730,
8-19=-2391/3730, 7-8=-2391/3730,
7-20=-308/336, 6-20=-308/336
WEBS
2-9=-884/1796, 3-9=-555/650,
WEBS
2-9=-884/1796, 3-9=-555/650,
3-7=-562/648, 4-7=-769/1779,
1-9=-1940/3314, 5-7=-1820/3308
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.0psf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); cantilever left and right exposed ; end
vertical left exposed; porch left exposed; Lumber
DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 1577 lb uplift
at joint 10 and 1738 lb uplift at joint 6.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 253
lb down and 251 lb up at 7-0-0, 261 lb down and 244
lb up at 9-0-12, 261 lb down and 244 lb up at 11-0-12
, 261 lb down and 244 lb up at 12-3-4, and 261 lb
down and 244 lb up at 14-3-4, and 253 lb down and
251 lb up at 16-4-0 on top chord, and 1199 lb down
and 570 lb up at 7-0-0, 245 lb down and 38 lb up at
9-0-12, 245 lb down and 38 lb up at 11-0-12, 245 lb
down and 38 lb up at 12-3-4, and 245 lb down and 38
lb up at 14-3-4, and 1199 lb down and 570 lb up at
16-3-4 on bottom chord., The design/selection of such
connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-70, 2-4=-70, 4-5=-70, 6-10=-20
Concentrated Loads (lb)
Vert: 2=-132(B) 4=-132(B) 8=-56(B)9=-494(B)
7=-494(B)11=-132(B)12=-132(B)13=-132(B)
14=-132(B)16=-56(B) 17=-56(B) 19=-56(B)
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ut nraresTrcufm egtutfsrisfletequrfl:Iotabr O.su,FaOmirv�tmd grGn d: ktrvr Ea�ae,b3e naedab,0(.fle Qt nlluhrsfanlGetW:utlttl. lk gpnlabvIDbalu(kldmafle lots; ivdrrngbsvTtsy,IrgahsbF.eanvstLn:n sid; le tFe u:lrs0.3n(d 80063
netart�o:s��.'rasprratr.IJtulusambnrt6erdx:paesttedrurtsnrt:rtna:rtu�(se.,Isnhule„arrm;t(sgttstttsnttnnasttnn�dnernrrta,:dsrla:=r.mIe�uesauetpu�ie,ntout,alarm:to.s,Tmsse:.:inteTttnedtrsnt(ut(ran:e,�ltn 4451St. Lucie
zt8lvd.
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Ea t hl0t016A4Iioofiinues-Acrbon LTomhoill,P.E, hinodudionc(thisdocument-inao form, is Tobailedwitbounhett7iden ermissionfromA4Poof6assn-Ambon LTomboill;P.E. Fort Pierce, FL 3444b
Pn8 Y r Y P P Y P
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
CA
CORNER JACK
6 -
1
AO225333
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:22 2017
ID:PU4MzygZ_t GVhnMdh2ZPyH?LO-VHLyt79Agn3EUMC9QIQhTu4RIwGDKLJOWeL%
-14-0 0-11-11
N
O
O
LOADING (psf)
SPACING-
2-0-0
CS.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.28
Vert(LL)
0.00
8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.07
Vert(TL)
0.00
8
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
, 0.00
2
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
Matrix -MP
Wind(LL)
-0.00
8
>999
240
Weight: 7 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
-2/Mechanical
2 =
201/0-8-0 (min. 0-1-8)
4 =
-19/Mechanical
Max Horz
2 =
66(LC 12)
Max Uplift
3 =
-3(LC 13)
2 =
-96(LC 12)
4 =
-19(LC 1)
Max Grav
3 =
14(LC 8)
2 =
201(LC 1)
4 =
19(LC 16)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 3 lb uplift at
joint 3, 96 lb uplift at joint 2 and 19 lb uplift at joint 4.
LOAD CASE(S)
Standard
=80083
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¢la¢dK,Tsas bra 111,9bi1,11!......:6gdCx gnn, S!Rnda adan¢ea{rdnli!tAlrul R!; ea,hSe nduldgelC,ga lt(¢I161au(kilt43<d±¢/RII. IW ep:anle'IialUPW ary fi!ilaudfle lass; WddigkneTmy!Inele,W!LSeIWeal Wnss sidlie Se¢symnlryd
' IiefxgruyR!dpaae�6fiann.eRadasdadliwIna nr kz{aCimedpiedMa!I1khuRnfeq¢WYtet(htn¢e6.m1(SR{el4ilellr lr; ns SSG a"dnu.IWI-dpd— TKI i�saga rtsras�ilsA'a nr0tieadeslnssR:i,-!a,Tr¢a M!ira6{na nl4451 St. Lucie Blvd.
etler+rtsoietaelha(aaadagrdq¢'s nrxplydlyama Wnh!l llo russDleabitt. i!Firga{,*.INntOeslran,¢Las<rMxEg4a daghMl(eq. Sllardlcelt-i wildu!I.X1. Fort Pierce, FL 34946
(opydght02016A-IRooffrusses-Arthoryf.fomboIII, P.E. Roprododiorrftbisdorumeet,inany form, isprohibited WhImunheminerspelmiWorfrom AdRooffrusses•AraboyLcombolll,p.L
Job
Truss
Truss Type
qty
Ply
XCAS6519C
CAP
Jack -Open Structural Gable
4
1
A0225334
Job Reference optional)
,..., t.... , —rter , Q40 U, eaeylls d1uuao.wr
stun: B.112U s Aug 31 2U16 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:23 2017 Page 1
I D:KkdCWskRAgrb WJ E U VadggXyBJg9-zTvL4T9oR5B56 Wn L_7xw?5dd I KYA3o19115TU IzVTkA
i 2-3-11
2-3-11
z-0-01.5x4 11 ?4-3
2-0-0 f1 -3
LOADING(psf)
SPACING-
2-M
CSI.
DEFL. in
(loc)
I/deft
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.23
Vert(LL) 0.00
5
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.28
Vert(TL) 0.00
4-5
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.05
Horz(TL) -0.05
3
n/a
n/a
BCDL 10.0
Code FBC2014lrP12007
Matrix -MP
Wind(LL) -0.00
5
>999
240
Weight: 10 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-3-11 oc
pudins.
BOTCHORD
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)
3 =
-81/Mechanical
4 =
-109/Mechanical
5 =
392/0-8-0 (min. 0-1-8)
Max Harz
5 =
81(LC 12)
Max Uplift
3 =
-305(LC 19)
4 =
-377(LC 19)
5 =
-80(LC 8)
Max Grav
3 =
23(LC 8)
4 =
140(LC 25)
5 =
994(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-5=-451/325
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 305 lb uplift at
joint 3, 377 lb uplift at joint 4 and 80 lb uplift at joint 5.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
atrtni-Finstemegllrrst4ree"Id DDT IIOSSt�jsdilEi"},6[[3LL nL75610ifICISS(JSTONt9CIrl'YlUA951[P'oYtMTtern, fudrial,ra-esel—I rid w4; ti isress k!igrgnvu[(Ilfl)aileelct7nrr. fish 07,11. 1&k Sles!kef.".v Criss slnriu ftia in th T[O"elf
uTtta�mrune�tmerdel<memItrd!e.et,r:�:o:� tr:gg.:,sr<arMiEr pa::pie,afmg4arn,�ecer�ra;r�tn[rea,:uftr.�eme�rlea:l�et�:ey*r�;eer�a�l:mgerir,eeenuet.r=:ttan,:.a rt.iftrtr:tire Sao, Anthony T.TomboI11,P.E.
W eatdfet Ttt:s ognlNsrislsa:ptsrsliry des Oster, le c.tdt eaesmtet uututrq o:use,nstaa:n irreIrae 11(retlit1.1411.1rdWT11 t.nem;atfe!fit tognttpgeitntr1kTxs:ltdditlkrd4ite,itmlenerman!I—I sst: stlstresssnama #80083
' lsstararg:slx d[srmn.fnu rrenurrggnrler;torentgts�sdtvws[aasatsugr;ss�;r[sgrfr:rxnrtr;naszecsmatsrn;t,mane.rfrti�tsrttnsrsyieamaantta:tussg:p�,r,enu:fs�<netnnssRamm�:aim 44515t.LueleBlvd.
tenvtstdteaden tne�tgedgnhv!ern lJt:idmles ludnt fitfre;shers bil:uds Eg(dtH;IlltsgtslfstytrLeulpns; 6iien aftglr':Jlr1.:11«iaellidhrers m rsddndieil4l Fort Pierce, FL 3494b
(opysight�24I6AdRaafLosses-AmhonyLTamhoIll,P.F. Repradunianalibis dotimeofAaany form, ispmhihitedwhhouithemsltenperahsionfrom A4Reatbusses-AnhooyLTanhoIII, P.E.
Job
Truss
Truss Type
Qty
Ply
A0225335
XCAS6519C
CJ3
CORNER JACK
4
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:24 2017 Page 1
ID:PU4Mzyg2_t GVhnMdh2ZPyH?LO-RfTjIpARCOJyjgMXYjSAYJ9nFkv7oFpJzyg00kzVTk9
14-0 2-11-11
1 4-0 2-11-11
a
2-8-3
2-8-3
2a11-11
-3
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.28
Vert(LL)
-0.00
4-8
>999
360
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.23
Vert(TL)
-0.01
4-8
>999
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
3
n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix -MP
Wind(LL) -0.01
4-8
>999
240
Weight: 14 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 =
77/Mechanical
2 =
246/0-8-0 (min. 0-1-8)
4 =
32/Mechanical
Max Horz
2 =
129(LC 12)
Max Uplift
3 =
-68(LC 12)
2 =
-83(LC 12)
Max Grav
3 =
77(LC 1)
2 =
246(LC 1)
4 =
52(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 68 lb uplift at
joint 3 and 83 lb uplift at joint 2.
LOAD CASE(S)
Standard
waxhg•Fist!Q,nrSllrre kYfie7A ia's; TIOSSISjSrdli^I.hthrI 1W., SWIM— Cdrs,eluais!mfelart!Ita,!elt
WT!1roaIXrpin,s s4akes<fbratml a h,dt , Anthony r. Tombo 1II, P.E.
an!!,IQsT+!br�rfl sba!!of!r!anryaau.!R.e.a„v,a�aQdyrr+b:dwir�o!:,hQ,ud!ntlbtIr'6'1sulk Itl4liqcd:ofrnl.th!mr,adatmoaf®;kuwaf.At,:!:he,f�gr��na!re.en,,QaEd1—fsill ithatsImmAld A80083
' Qe h9lugalsi r!s1h>LWw. Alledet sd Mi!QsT6Cdax r!aCarsedpifelmesdtietcilfgGwTsantichryld!rseIra{I(SFtrelfiskflrlN nfSW c,Idan:effuri�sd{Sibra. Ir4l fefi¢sQt nsrna�titi,s nffae<,dQ!l+,ss�wps,harsksitahti,eernllms Yadsartn,aQn: 4451 it. Lucie Blvd.
r9aNss lefmdlreradonm, eNpnle nGit hdl ratios bnh!Lli!rrrsD!CS,hSiaeEt lsiaSQ,i*u�q uaie!,uLns Sena hr»no!!!rn;u�.magcdrdl!rr:; nersfau!dsnu. Fort Pierce, FL 34946
Copyright 0 2016 Al Raof frasses-Aethonyl.banha III, P.E. Reprcktiar aphis dommeal, in any farm: is prohlited withaatthe,viaeapermissiaa from Ad Roof frasses-AnthanyL famho III; P.I.
Job
Truss Type Qty
Ply
XCAS6519C
FCJ3A
Comer Jack 2
1
A0225336
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
30
3x3 11
r(un: a.u2u s Aug 31 2U1ti Print: 8.UL0 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:24 2017 Page 1
I1 D: KkdCWskRAgrbWJEUVadggXyBJg9-RfTj IpARCOJyjgMXYjSAYJ9m7ksfoFpJzyg00kzVTk9
2-11-1
2-11-11
N
cV
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
-0.01
3-4
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.39
Vert(TL)
-0.02
34
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.04
2
n/a
n/a
BCDL 10.0
Code FBC20141TP12007
Matrix -MR
Wind(LL)
0.02
3-4
>999
240
Weight: 12 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
121/0-8-0 (min. 0-1-8)
2 =
86/Mechanical
3 =
35/Mechanical
Max Harz
4 =
109(LC 9)
Max Uplift
4 ' _
-35(LC 8)
2 =
-102(LC 12)
3 =
-65(LC 9)
Max Grav
4 =
267(LC 20)
2 =
89(LC 10)
3 =
229(LC 21)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
`I) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 35 lb uplift at
joint 4, 102 lb uplift at joint 2 and 65 lb uplift at joint 3.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
x\m\1-1—il\rtaityraptanaIIIOUfTMSB(SM11 GRE111IMMSA(1%UII0%(UST891' �AaMU➢DEArIn. 1.h64]pp¢uattr,tettnleahtna'IlnatCefiyv0anu;(OUjmlifeEflwrt.6stI:1.(.l@nrtStntea�aW ualtt,t-lardt{inhI'D."It
whkt.&,;nttssautae!if farStNUl+kte.f..4tTnn0—hitsxCa, Sie IrrisIrz!4Asse!isqTIGitimstnsntcrytmtonttph;SuatiuSvatu3rtprit@yfir kfirptlCetittkirs!ttepsidisc,1OOttit,W.Th1.Thhors wrertt,,!«iapmtoete,saatlat Anthony T.TomboIII,P.E.
axtat!M1:;inv(trmpGik'xS is@\maptsit:Uy tt@tOnm,MCndt tdtritrle,£.ennt td!�10.^.pe,hdxuAeAdhe QC@t lGtettia la¢Ih:lru{utzalRld. Ike tp:mddtiet00ut tryfieliaua!@tir.sa,iMamiFaslay 9mgoas7af tiwnl kn.:stL lt@s m<pms@Uiyaf 80083
' @t{a;I(WjC:S:EI61(\i!!Ism.NSdtSM..itI111i:ICC\Il�lpmCittitiir'elltGltS!!SNILIiStikk'IifRlSdtyl.�E(mthr<ijIlSlJjakC;Eflk(ICItt{SKA[fWCit'1ttK(9YV�p1i3T1.iFFI!'fLLti@tmSptN�I13t16atASltSdn:I1933CS?p.K,iactso•aptAa,<neaatmsti�tdacmtytnt:e.'.. 4451 St. Lucie Blvd.
t@erns\1\fmaRit\(udul\pedrynle antra it di pnm;I\Ithad lktnn Denn GReeeais RinitWllllti Ottym,uTrrss SnlezGs¢teio!etiNliliay. dltminalnt7tem:; ne is Odiu9ieA4L (oppight02R1dA4RoalLusses-Arlhony1.Tomb Ill,P.F. Rein doaienofihisdooment,inanyform,isprohibitedwuhounbewitienpermissionfromA-IRouf Tosses-WhonfLhfb111,P.E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
CJ3C
Corner Jack
2 '
1
A0225337
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:25 2017 Page 1
ID:PU4Mzyg2_MuGVhnMdh2ZPyH?LO-vs15V9B3ziSoLpwk5QzP4WiyT8GyXiESCcaZYAzVTk8
1-4-0 2-11-11
1-4-0 2-11-11
N
tD
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.32
Vert(LL)
0.01
6-9
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.19
Vert(TL)
-0.01
6-9
>999
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.05
Horz(TL)
0.01
5
n/a
n/a
BCDL
10.0
Code FBC2014/TP12007
Matrix -MP
Wind(LL)
-0.01
10
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
55/Mechanical
2 =
251/0-8-0 (min. 0-1-8)
5 =
76/Mechanical
Max Horz
2 =
144(LC 12)
Max Uplift
4 =
-51(LC 12)
2 =
-91(LC 12)
5 =
-19(LC 12)
Max Grav
4 =
55(LC 1)
2 =
328(LC 19)
5 =
258(LC 26)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 1-1IIA0,
Interior(1) 1-11-10 to 2-10-15 zone; cantilever left and
right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 51 lb uplift at
joint 4, 91 lb uplift at joint 2 and 19 lb uplift at joint 5.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 15 lb FT = O%
Ur¢nr-FleessfisnsS!¢urkrYe'11100, i1Rc2rs(il;ignEl3st ims6 iDinanNvinsI tUPO'ItRFCS[tRC4EkPtvn hriFtt1p K,.*nntud eo4snd+t rust Ce!Ils0nva3;IDDjmltle![Muyi.rsri¢11,tf.lr!usart SkttEeto:eru. Delns aSnyBe!!etetpRe RD,"It
ILT!k-111{ldes skDi:esetixst'DCbh lei. Asrirns0a.e6sa=.a(,t,SieasL}61ime' assMusay160 rttmms®sc@faxtdtL ps§nitsdvmntalrCg�e@ryL, Ssltsgael Se to{: imslyiasl3e tl:IDDull,ntnlrsl.IS:nnp.nsaitses,lssirtp mtriess, ssds!!a1 Anthony T. To 111, P.E.
ntn:el ltsTmsWreq tetltsy ishe snprsu:ItldMOnr.,C. Dnets e4lsrhd¢yednn:&1f�Or.:gu,ia De u@d dfiel[:,htl vlikhal leil(igseizntfi-L Tle.11unlltle lDD nC �fieil.udtlelms, irde£�kattit, drep,usY"etianthans s4dtl: Qen7mdJiryd �80083
' Ih hlfulOsig.;rad hxer.M. tOriesul nli. PrslDCtd pwtimnipLrmesdlie!¢i tet(mpsnlSdeh ldnxt6an{IESilelli!fallrlPi nl:SGee,drn;dtx{msd pilm;e. IFFI dSetstltnsinulBnnlQtlnrJlhlnss o_s^,�arLns l:.ipskl!uerertlnss Vicerfiaeru,ttltn 44515t. Lude Blvd.
¢nmissWall h.Want limitrn. Wars i,.elssetesunhsl.Ih lm, Dias. him., is101 A. 11.11jgD111ps,.111.5r1ea UP o!rgMliiq.s1a,11a1tsasm.fabdk'rsL Fort Pierce, FL 34946
(opyrighs®2016 Ad Radhosses-ArthonyL Tombo ill, V.E. Rapiodudion olthis datumeat, in any form, is prohibited whhoutthe wtiften permission from A -I RoalBusses- AathonyL Tombo ill; F.E.
Job
Truss Type
Qty
Ply
XCAS6519C
FCJ3P
�ComerJlack
2
1
A0225338
Job Reference (optional)
r rcuui i ruses, run rierce, rL 34946, eesign@anruss.com Run: 8.020 s Aug 31 ZU16 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:26 2017 Page 1
I D: KkdC WskRAgrb WJ E UVadggXyBJg9-N2 bTjVC hk0afzzVwf8 UedkF8MXa2G9YcRGJ74dzVTk7
4-3-11
4-3-11
1.5x4 II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.24
Vert(LL)
0.02
4-5
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.26
Vert(TL)
0.02
4-5
>999 '
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.05
Horz(TL)
-0.08
3
n/a
n/a
BCDL 10.0
Code FBC2014ITP12007
Matrix -MP
Wind(LL)
0.01
4-5
>999
240
Weight: 16 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-3-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
61/Mechanical
4 =
6/Mechanical
5 =
315/0-8-0 (min. 0-1-8)
Max Horz
5 =
154(LC 12)
Max Uplift
3 =
-99(LC 12)
4 =
-59(LC 9)
5 =
-79(LC 9)
Max Grav
3 =
78(LC 10)
4 =
213(LC 25)
5 =
504(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-5=-318/298
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,
h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-0-0 to 3-3-10,
Interior(1) 3-3-10 to 4-2-15 zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 99 lb uplift at
joint 3, 59 lb uplift at joint 4 and 79 lb uplift at joint 5.
7) This truss has been'desigried for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
g451 St. 083 ' Blvd.
Pram-flz¢tlrnryk¢rem..Ge'I IIOi�i rILSSESridtr^;,5t69{I IEIRf 6411DI@Gli rYSiOul tN7}!([E'B:iPeYE11'txn rm7rtuip rxcNnr¢t rest w4r ntdsr¢¢CesigrNSYn3(IC�.;mi@r46efi. fuck l?, rr.te±:r¢,, r>unae<e n,. r�r¢ oxr,.i±<radea rtr ED.¢y
WTst< am rlens s5dlksseifertleiDCgle sr6t. lnirrss0:s.,eFrt§rs 7a.51emhq[etioa•�@nsi re¢epifw rgrmrtls m:cryhxe A@r Etdtt:n¢i a{uur±lyre±gu:Jtrykr 3etr:I n@esbtle rase krrx�eH:iCCedr,¢Inml. rfek,!geu»npce±, lxtmi urA1esc,:siialurtt : Anthony. Tombo III,'P.E.
—I Wftsinss traryk@iul:@enrp.s2LrydAxgnrt,Ca Cnrisd&smkep2n@:&ilfmlD::i�u,n@e¢d¢IdtbtQr,@elM¢rfie lm lx,Tfngc:d?¢tEIL Re en:ndu!@eED¢tmffi:lrs¢C@doss, hdetiykaeTug. ilxge,iule"etiant F.¢rsr sic±t:W n±lasiiBatd y 063 60@rGCfurCesigeraa hf sdrt.l@rNrsse!sd'u R7DC nr@elaEiasnlryaefnn rltklrCS:y t¢IfexnaihldeaaW (I[9jislf:NtlrRi ut SFgmrAnn:ethrr�sir+it:ae. irFl t@'nss4r¢gns�nl3n¢r6tiecd11rL2ssC:srsae,Tins uean8g¢e¢ltnss Uarhunn,edoss
tllnuAs: (ehaedlr at¢n¢I rg¢dyu @ wir:�m-hdf ruli¢s hvIA It, In. Dais DIN, is 10M.6:!Illy*Orsyat,ttLssf Sinec(•p. duflflliy. SIIniCdpl9 ixa. ¢t rs d�tetki141.
(yyrightD7g16A-IRnolTrosset-Anthony1.Tombollf,P.E.Reprododaoofthis domomolAnanyform,isprohihitedwahouithewinenpermissionfrom A-IRaolTmsses-AnthonyT.lomboill,P.E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225339
XCAS6519C
CJ5
CORNER JACK
2
1
�J.bRef.rence
(optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:26 2017 Page 1
ID:PU4Mzyg2_MuGVhnMdh2ZPyH?LO-N2bTjjVChkOafzzVwfBUedkF1 KXV5G9lcRGJ74dzVTk7
1 4-0 4-11-11
1 4-0 4-11-11
aM
O
N
I 1.5x4
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.69
Vert(LL) -0.02
4-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.58
Vert(TL) -0.08
4-8
>728
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL) 0.00
3
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MP
Wind(LL) -0.06
4-8
>999
240
Weight: 20 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or4-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 =
144/Mechanical
2 = 327/0-8-0 (min. 0-1-8)
4 =
64/Mechanical
Max Horz
2 =
194(LC 12)
Max Uplift
3 =
-125(LC 12)
2 =
-94(LC 12)
4 =
-2(LC 12)
Max Grav
3 =
144(LC 1)
2 =
327(LC 1)
4 =
93(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mp6 (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf,,
h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 3-7-8, Interior(1)
3-7-8 to 4-10-15 zone; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 125 lb uplift at
joint 3, 94 lb uplift at joint 2 and 2 lb uplift at joint 4.
LOAD CASE(S)
Standard
W4tua-Flasnrrteyllrrnkr ne'1d 10Ii[ilms`S;'sE[1Ef r 9Al FW591MIllanSWSTany-tnt[rjllrr9n'dP(u[Yrfazn lr.M(ie,ip pa;,tm nsrn(e�+2!n!a!rns!ceil(omcrielp�'; ataM srr yr.nur©:et.(rrsmrtl'm!Mm nr. caruaYuybr nndmrceRarri(
R!T!Ftaxcan yleess'elskssetfet teipCule sd.l./seimsa:s: hrase{u, �earEs[rsis:Rne!sl raasyTl4rymulsuscybxrd!St(rci:!iradersuurh7r_ga:dtt(k; (ssyndlles�'ye fires:(y¢lsfal§:17Psd(,rrtoRFl.if:lulp e!uoihes,Iae(uru!leireu uilesn% Anthony T. Tombo llI, P.E.
�� rs(n:r(n,!un:Ix cg(ra,iisne mpaau4ad o,mo�d::�nrm�e.rac rr a:ulr�o::a.a�a acre crt,!nr.nrlxa(Iu�[arir�aamTrnL ne rR,rrlaaroo�:(m(e:u.uearr�:!;(oaR.q(ne>�uayr.anso�<dnr„r!s>r'sr nen4asnafia #80083
' Rtli
lie Gilt y6nigererl6ffirJn. Atlrsleter!rd'u[�loCnfY2psCimedp,ie<rs!d(aeloCfal6rpreeelSdehlAmelia;l(sgrslBsk(1(RIr!f5!(Ac'airfnerrt+a;I--pis-41 4451 St. Lucie Blvd.
(nmrin teMe(Irs(xn�sp((dyn9nnxehr7 ycYesunuei lia GanDrsa[yneu is r6rneran[y0e!y:a,uLrrs(ma6(tr!mo!u(M:Itm} All.IMMI—v, rs d6,d WT1F[. Fort Pierce, FL 34946
(opyrightD2R16AdRoofCrosses-Authouyr.TomhaIII, P.E. Reproduction alibisdotument,inanybim,isprohibited AbomhemittenpermissionrromAdRoolTmsses-Aa(honyLlimboill,P.E.
Job
Truss
Truss Type
Qty Ply
XCAS6519C
CJ5A
Comer Jack
2 1
I
LbA0225340
Reference (optional)
Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:27 2017 Page 1
4-11-11 I D: KkdCWskRAg rb WJEU VadggXyBJg 9-rE9rwrCJ VJi Wa746D r?tAxnE Ixsj?bYlgw3gd3zVTk6
4-11-11
3x3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.55
Vert(LL)
-0.06
3-4
>907
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.56
.
Vert(TL)
-0.10
3-4
>540
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.12
2
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MR
Wind(LL)
0.14
3-4
>401
240
Weight: 18 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation nuide.
REACTIONS. (lb/size)
4 =
211/0-8-0 (min. 0-1-8)
2 =
149/Mechanical
3 =
62/Mechanical
Max Horz
4 =
160(LC 9)
Max Uplift
4 =
-88(LC 9)
2 =
-165(LC 12)
3 =
-99(LC 9)
Max Grav
4 =
317(LC 20)
2 =
149(LC 1)
3 =
250(LC 21)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-2-12 to 3-6-6,
Interior(1) 3-6-6 to 4-10-15 zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces 8s MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other.members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 88 lb uplift at
joint 4, 165 lb uplift at joint 2 and 99 lb uplift at joint 3.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
nmsu--naa�pa3upulsamtnmsssms*autemalmsarteuTlrbaT„aplwr,ps,a:�an:la,::e:cs:c:,y,rtaYmpprw;wn:c�wrTl:at<m:r.l ad"'A,.i::se:las:ro.::tp
MIA" r@odasadlleesellerofTW41,nl 1,s 1 ssIn,?..Gpmm{i.:,tpesidy[apm:s4fi:sdnaaTTee«p.1,aaacI.—dtisprat'inm<sp7a:ssugr::pas:mdnp4rfthopolkMO.TmsflpmdeILTDD01,utalna.TheinT.—pw,learnsnalclmsd:elep AnthonyT.TomboIII, P.E.
aesxdreTmslx�pul issoasesTus:�rydeenn.tae.a aeAk udry4ntiwr�o:sA,ne< d:ed3aM@alKalsrinlxwapsa:�lTna.t :n,edenemol�eea.erneTaa:rpsanoes:,aslernnlnn pssrl:mnsssssliaa 80083 ' liesa:l[mp6esiyurs![:>cetlrt.WaalessdsIuMTWnleafaiIie—ftlfssdt.'I,IOTA, xlS:t4hlduaeAai;ll59palfkllTTlnlSdfAceieltta:elh:pz»!psisddldNlit):&arzspns3afiasnskJ;asd2Lassg:sps,Taase::ips6psearnllrssseanhaare,odess 4451 St. Lucie Blvd.
-
dlanitsdefimllpetnrAW spreedepe u nCra ITdlpamn Isn(vd. Ih Grseetipo [el�xsa I, IOTA, dnJkrile�p. lllaiodce! len:; ne st ddiad niTN:
Fort Pierce, PL 34946
Coppigdt�7016A-IReoTLutses-Anthooyi.Tomholll,P.E.Rep Tod uniouclthisdasumentinanTfofmisprob3ilelwiihoutihenainanptnaissiontramA-1 of urns-AnihnnyLTomboIII,P.E
Job
Truss
Truss Type Qty
Ply
A0225341
XCAS6519C
CJ5P
Corner Jack 2
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, deslgnLaItruss.com
Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:27 2017 Page 1
I D: KkdCWskRAg rb WJ EU VadggXyBJg9-rE9rwrCJ VJ i Wa746 Dr'?tAxn9sxou?bdl gw3g d3zVTk6
6-3-11
6-3-11
2x4 = 1.5x4 11
V
t0
A
i 1-4-0
1-4-0
1-8-13
-4
6-0-3
4-4-3
6L3- 1
0'-3'8
Plate Offsets (X Y)—
f1:0 4-0 0-0-41
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.83
Vert(LL)
1 -0.07
4-5
>755
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.80
Vert(TL)
' -0.10
4-5
>538
240
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.06
Horz(TL)
-0.12
3
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MP
Wind(LL)
0.12
4-5
>445
240
Weight: 23 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-3-13 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 9-7-3 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 =
134/Mechanical
4 =
44/Mechanical
5 =
383/0-8-0 (min. 0-1-8)
Max Horz
5 =
226(LC 12)
Max Uplift
3 =
-164(LC 12)
4 =
-94(LC 9)
5 =
-129(LC 9)
Max Grav
3 =
137(LC 10)
4 =
241(LC 25)
5 =
486(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-355/348
BOTCHORD
1 -1 0=-277/338, 5-10=-277/338
WEBS
2-5=-545/370
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-0-0 to 3-3-10,
Interior(1) 3-3-10 to 6-2-15 zone; cantilever left and
right exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus' 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 164 lb uplift at
joint 3, 94 lb uplift at joint 4 and 129 lb uplift at joint 5.
7) This truss has been designed for a moving
concentrated load of 200.0Ib live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASES)
Standard
�tang•nnse @tntglq atk+ne as mat nessa; s<uo^,5[FB,it I US 6 (7eCI11Ga5 NSiCNs"tLT7"f 26ACirJOiuEk1' ka I'll edst ro7m ft'an.1 'es nitJs inn Mist Cakusgritri[fit etlsn1L Tut; ILF!.IArnz She hfut m Cekna}+niu sxldrs@e ro.ult
FLttkrsxeat ritla sstCkrsetln@ai[A;1a!<sdd. Astims0:srg hs4e{ia,Slemar falire:g,@: e�in�m;rga:msmtangtotlirErr<.sknl nos:,rmga:,,-a:aRryrr.@ctas�at[@e skyx rmstepmdn@:top nlr,nenrftt tsetas�tu:mryaes, lsak[adtiac statsc:ry Anthony T. Tornbo III, P.E.
al rseet L4simsMsn(salt.ryas@engmi'sli�dtlnOnn,4eC.tdtsaEnkdtge2ntit lnlfwlCn: a,tl9e naeddtit Rt,@e alliekal'm:Ilirlsdaad Rid. tlt ep:ndu!@e lCCnt ntfielintd@tTass; kddiytauToy sraryehsn"tuaafkavr sl£It@e ngnsif3iryA 480083
' @tootagostyeat[t>2tarc.futnessnmk@stocnt@tponmtdranman@:rtRsgttapsnlsdegl�t�am,epts9µsexanr[tltdsaursadnnuewrs.,'sdplin:e.totedues@tnstns@.ImaedAaesactrmsoes:�s,Lassoe:�pttq:anrauasse�ahtlna,nlm 4451 5t. Lucie Blvd.
t@eMsstda¢dtrstnnaatqudgn@vmrgir�llnliesmrksilet F—DtcnBIN, kr-1fl, tie[Cnlgt;nTnr.Ssetz[qtondurIA43.t[larcded?resmrcCi6nta7t4L Fort Pierce, FL 34946
(oppight02016A-I Rao[Trusses-Ar@onyI.Tamho III, P.E. Reproduction alibis dinument. in any him, is prohibited withouithe witien permission from A-1 Rooffituses. Amboy I.TombD 111, F.E.
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
CJ7
CORNER JACK
2
A0225342
�J.bR.fernce
(optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:28 2017 Page 1
I D:PU4 MzygZ_tyu GVh n Md h2ZPyH? LO-KRj E7ADxGd gNCHfJ nYX6i9KL8L5Qk2ovuaoD9VzV Tk5
-1-4-0 6-11-11
1 4-0 6-11-11
Dead Load Dell. = 114 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.80
Vert(LL)
-0.09
4-8
>938
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.97
Vert(TL)
-0.31
4-8
>266 .
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MP
Wind(LL)
0.18
4-8
>465
240
Weight: 27 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
213/Mechanical
2 =
413/0-8-0 (min.0-1-8)
4 =
89/Mechanical
Max Horz
2 =
259(LC 12)
Max Uplift
3 =
-184(LC 12)
2 =
—108(LC 12)
4 =
—1 (LC 12)
Max Grav
3 =
213(LC 1)
2 =
413(LC 1)
4 =
130(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,-
h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 3-10-5,
Interior(1) 3-10-5 to 6-10-15 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 184 lb uplift at
joint 3, 108 lb uplift at joint 2 and 1 lb uplift at joint 4.
LOAD CASE(S)
Standard
9c,bD�anu mne;lir¢e,a.�e•iam:I reGssan.�su,G(Gau la�sG(aGomeurusroxt^emn-jxreDs:I�u(Ir�:a mare inpR�.n¢,¢et¢H{ 4¢ee?Is(nxDe:i;e0nr¢�ill4jm/l!¢!a6®rLlealaW:lt.l,!vnsSSentde:ersv Gel¢cseSa.be s5leiaCe lG0.ed!
Mid..ftrPtn¢sidlee,ettxremDure¢�:c{seTnaD lrE.ran{.a(e:nD([¢rnn,a:sxsnsgm,grcuuc¢eer sdiir(,nkssG¢de¢ :s,ysaga:arog4r t¢ap!mw'erm¢[gaem�TDDuir,,lnTF4t.trtrin¢ssm s.utgndnu sxhVay:' AnthonyT.TomboIII, P.E.
ene!r,r,a,mr,i�i,aen,su,aatiaaD...�o.¢d:naMetgsen,rrr�on aceunwea,ueaeixQ{i.!stmar�(ogannr.n,ems¢tri,emDatnG:ite,ee!neT,,,:�at�ytA{:�qe.mns,na�((=,Sutitem¢n,r�rr�fia 480083
' Ihb:lrrq D:sifxaf AffiIA¢f. AQMesssl¢d6t>=TDD n1Y ri¢Gi¢eselrIdeletS{ilkr¢.dq(ICpHNISifMI'IE16e14.1(IISI}riIG:F4{If Ri¢:}SSU CI IfICfI,¢tldlr?eYtl(EI{i9;t.TNI{bn¢f Re nSr¢AH*i1T51 t1¢1I A11¢¢AM3 T19fiD:5l(IH,TI¢5¢L:¢I(II EOj ¢!e¢Ii{In4f YRt([Ot,E¢rtllt3f 4451 St. Lude Blvd.
emermsielm¢dks[xnmepnd¢rmm�l¢e lr p!rxves hnhst lktnnDeta Dra!u lsrr8¢rrllug 0e,q¢n.¢rLns-isme Gr�co!ng6�Dtny. 9l n(edoslixa¢n¢es ddudKTt41 CopyriiihiO26I6A-I&aof6nsses-Ar!hocyl.Tambn111,P.L Rtprode!iaralibis dommant,inany fotm,isprohibi!edwithout ,he wittenpeaissierf7emA-1halTrosses-Ar(4onyLTrmheIII, 1"E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225343
XCAS6519C
D01
COMMON
3
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
4x4 =
Run: 8.020 s Aug 31 2016 Print: B.020 s Aug 31 2016 Mi I ek Indu
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-odHeLW EZ1
4x4 =
5x8 =
Inc. hn Mar 31 n9:13:29 2n1 /
4x4 =
Dead Load Dell. = 1/4 in
LOADING (ps9
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.62
Vert(LL) '
-0.39
7-11
>648
360
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.90
Vert(TL)
-0.65
7-11
>389
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.48
Horz(TL)
0.05
6
n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)'
0.05
7
>999
240
Weight: 99 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-8 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 6-10-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
6 =
944/0-8-0 (min. 0-1-8)
2 =
1039/0-8-0 (min. 0-1-8)
Max Horz
2 =
273(LC 11)
Max Uplift
6 =
-304(LC 13)
2 =
-351(LC 12)
Max Grav
6 =
944(LC 1)
2 =
1039(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-17361953, 34=-13271716,
4-5=-13271716, 5-6=-1735/954
BOTCHORD
2-15=-702/1389, 7-15=-702/1389,
7-16=-705/1388, 6-16=-705/1388
WEBS
4-7=-365/810, 5-7=-644/503,
3-7=-645/500
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) -1-4-0 to 4-4-3,
Exterior(2) 4-4-3 to 10-6-0, Comer(3) 10-6-0 to
16-0-10 zone; end vertical left and right exposed;C-C
for members and forces & MWFRS for reactions
shown; Lumber DOL=1.25 plate grip DOL=1.25
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 304 lb uplift at
joint 6 and 351 lb uplift at joint 2.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
o�,ifJ•rini' am ,dpnrcr Ce7 naer ncssa;>rsu; ste3u t!us s m:maeuds*aus^wrs}=uwau[auurnm rrregee;�n J�,��i„ ssa ndur, umirnsi rfiirmc.�Omlwa, lm.jr. rr� m.r� tr�na svin�m„u e�,ss�en.lif,�id m rut r!%mp
r:ITi116ID(atlrl0tf fail lCfifEl:raetaa iPlFld'1.141rfeii gMt-A�l F1JiA?Yttdy�emag FEJi1"�9:i�nmpifp;rtrrt:nls m,copTratdtlt6rsk;i�ealagia:auJr:igniOP.Jr4rIEe 43igadp¢shJ4 rmifepi]:l se 5>raOnlr,n1u 1F41.f kiipnumitxa41sr1ui¢dCien, udildal Anthony T. Tombo llI, P.E.
ntrs:die:Tm, wrwgrfittyl,rtf,nin,w:mgdd One., EeOnd, axkmd o;adnii:&dtaJ O::ga,h4e ud,ddfa,tt:,&Ix ellvin17c1riagid±allprl rke en:nddh,iag etnpfi:N.udfi,in,s;¢ddiy�xdtry ile,ie,oii�^frmnl i'azS iemlhoz niFnsrairya - �t80083
' 6e reAfepa:fi�ertrahiaf1..111.1"dnl is LOOD.tle1"ftedga.etlmdhthill! Gape lSdehMuxel'm(rBQJoiadallg IF,,nl Mmdmt fWI-olfilrat.t&Ilefi,e,fta nsrnf'vrtn nd ABailltl osOno ion D;<.iJ, Ey*seaeedlrfs6"udfmin; edm 44515t. Lucie Blvd.
fGaYls, hExslrt(xaml,;r¢:yn9 nexandprmsm,h:l thrnn&,kr 6gRv, is igltUbdligge,Idu;nLn:sgdra6i�d d,srbnrs}mlapadedlnz; nersediula irF1' Fort Pierce, FL 34946
(apyright�2Q166d PaalTmsses•AaidocyT. iamhalll,P.E. reptodudian alibis dotumem, is anyhrm, is prahibiled wilhounhe mitten permissianhom A -I reaihossns-Imihanyi. Tamho lll; P.E.
Job
Truss
Truss Type
Ity
Ply
XCAS6519C
E01
COMMON
3
1
A0225344
Job Reference (optional)
--• • • �• • • �• �, • �w „a::� o : • mull. o—u � mug a i cu to rnnt: b.uzu s mug ai Zlr1 b MI t eK inaustnes, Inc. 1-n Mar 31 09:13:29 2017 Page 1
ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-odHcLWEZIxyEgREVKG2LFMtTHIUFTPn27EYnhyzVTk4
1 4-0 6-4-0 12-8-0 14-0-0
T1,4
4-0 6-4-0 6 4-0 1-4-0
44 II
t.o,<v II ono
6-4-0
n
1.5x4 II jo
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
IUd
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
-0.09
6-11
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.81
Vert(TL)
-0.14
6-11
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.40
Horz(TL)
0.01
4
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL)
0.12
6-14
>999
240
Weight: 61 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 8-1-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
663/0-8-0 (min. 0-1-8)
4 =
663/0-8-0 (min. 0-1-8)
Max Horz
2 =
-365(LC 10)
Max Uplift
2 =
-444(LC 12)
4 =
-444(LC 13)
Max Grav
2 =
663(LC 1)
4 =
663(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-15=-579/884, 15-16=-527/891,
3-16=-517/912, 3-17=-517/913,
17-18=-527/891, 4-18=-579/885
BOT CHORD
2-19=-369/338, 6-19=-369/338,
6-20=-369/338, 4-20=-369/338
WEBS
3-6=-724/335
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf, BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) gable end zone and C-C Exterior(2) -1-4-0
to 1-11-10,Interior(1) 1-11-10 to 6-4-0, Exterior(2)
6-4-0 to 9-7-10 zone; porch left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 444 lb uplift at
joint 2 and 444 lb uplift at joint 4.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
st.41.nteetl-011e.it.W1I[DIE 114Kc`5(S.siifi';.e[S31t IR4S8[DlgnlCtlS(JftOY-ILM:Y')ilYCg6inkYiiT hml 6rd(hilp rysceMc¢4¢tl tnt"d, rest CesiptU¢eioy(f[ oilntltftwpL6zk 1?,rf.le?enzSteltt6rc rv. Cdest w'lmise sYltlnCe fiA,¢I;.
wGt¢marlmssNG,see4xSe WilltdLasormsg:sa:sdnMID' sg sms®tcRibedwrarni¢tI¢ mr, wraap re fmpdm utpmr shlmmulootdp,elnmt., eiq¢etes uangry AnthonyT, Tombo III, P.E.
,ti,well's hen6empnllitisliertspnsisugsINU-11,e�gnta,:aseme,pmnmtuaigonyx,Metmtado,R4ntlKanalads,ulq¢arrna.negps¢Ic3emote�;g:bnn!atm,t:I:ateys�mynnep.hsst.ennna�ter,ltltaxnspmagrrin aTomb ' mh'1u1 OMP. iG eon. Nul. SeW u R!IN 13epteues nip'lin,dHetnfgG:FwSAIDIshath:11I511IibitiIt lnn, Stu rnd—,vtIKrsedpf,rt. ME iymesfte rzspns:11dr,n AWofhe 1—Ii!zo.,r¢,s I'siphrx¢ i Tins MafiN.-Ins 80083
oRnvn, hRnfirrtotn�epedga2 n K. ifel patio i n6el. lie Tint Nall, Gi6x, is lotd, trilmp Ualp!sf a Tins Stem Gtt en otnr half ; YI¢Iedtrellna; m rs Otl¢I k T4L 4451 St. Lucie Blvd.
• Fort Pierce, FL 34946
(opyrig6S92Q1d 4dm16 Yaiset- AothnryClamla III,P.E. Repmdodianalthis dommeap,inany Po,m,isprohibited wil6autihe minen permission here Ad PcatTmsss-dethonyLicm6o III, P.E.
Job
Truss
Truss Type
city
Ply
A0225345
XCAS6519C
E02
Common
6
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:30 2017
4x4 =
0Xo I 1.OX4 11 - N
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
-0.09
6-14
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.73
Vert(TL)
-0.14
6-11
>999
240
BCLL
0.0 '
Rep Stress IN
YES
WB 0.10
Horz(TL)
0.01
4
n/a
n/a
BCDL
10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.04
6-11
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
2 =
663/0-3-2 (min. 0-1-8)
4 =
663/0-3-2 (min. 0-1-8)
Max Horz
2 =
292(LC 11)
Max Uplift
2 =
-270(LC 12)
4 =
-270(LC 13)
Max Grav
2 =
663(LC 1)
4 =
663(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-15=-661/290, 15-16=-609/304,
3-16=-599/325, 3-17=-599/325,
17-18=-609/304, 4-1 8=-661/290
BOT CHORD
2-19=-30/344, 6-19=-30/344,
6-20=-30/344, 4-20=-30/344
WEBS
3-6=0/335
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=5.Opsf,'
h=25ft; Cat. 11; Exp C; Encl., GCpi=0A8; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 1-11-10,
Interior(1) 1-11-10 to 6-4-0, Extedor(2) 6-4-0 to 9-7-10
zone; cantilever left and right exposed ; end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 270 lb uplift at
joint 2 and 270 lb uplift at joint 4.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
n
1.5x4 II jo
PLATES GRIP
MT20 244/190
Weight: 61 lb FT = 0%
9erthy�FlsvBtaesklratu�Sie'LI IU�:S IICSSEi�s!it'Jt ySE63fi Rkf6G7s01IIGlifOSTOY'rGP:CjStt60E,EAYfri'Sa�aBIN(FEsitEpeecaaladlalrasueislnarnipUaearliP0icd6ElE6wrLrir2a m,P.Er knasivlldsew. L4lEawtmke sofeln6l fG4att
ilsTlhlo2tatlsitla still se Estt(etdtlG011rtEll:I.fIETaSSU:s.!2 EgaY{It,58laikj fsrlul49s sr1nvyTf rgasWSEliGtpiiYl d1311(6isshatl nSiEesriyaspwneurWrLllsyEdCesaAeimstep�Jdars•TeCnij,nfnittt.TrlksirEmnaitxes,lu(ut aE/Guis,aaaidet Anthony T. Tombo III, P.E.
3
utnedhsTusst>wticbSglstlxmtnsiixtigdG Ona,CEO.E:IseStlddi(exnlils»IfvB Sr.�ga,nRe atltddfii eGt4<11ta18ietxet�Bf�(dlatlRi 11e ep;nd d.Ge leOal a(fielenedtltL ss;¢dlfa3�Edq slage,uslErefuoae F.eussitlseGasimrt3d(d : 80083
' lit SEnforSmigeraf(tti tE. IRmisstiodii ILIN"Iftladn"dViO tsd4451 it. Lucie Blvd.
iflwivirRaslEE(xaalEgoSrynantxtiyclpMas lEnh>d.lisrn;sPls4l6tauardtAElaUigOld(ra;nLnsSrees h(mtvdnJ hd(�. illaSComi nsasu!ndlfiW aRSL Fort Pierce, FL 34946
(opyrilika2616AdRnal6usses-Arlhonyf.Tombaill, P.E. Replodunimolthisdomment,inonybus,isprohibbedwilbouttheEainenpermissionfteiaAdfoofUusses-WhonyLTomboill,P.E.
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
E03
Common
4
1
A0225346
[Inh
Reference (optional)
,Nuu, nussnb, run nerex, rL a4940, oesrgnrma W
!m Run: 8.020 s Aug 31 2unj runt: 6.ULU s Aug 31 2U16 MiTek Industries, Inc. Fri Mar 31 09:13:31 2017 . Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-k0OMmCGgYYCy3kOtSh4pKnypNYBjxOzLaYlumgzVTk2
6-4-0 12-8-0
64-0 64-0
3x6 4/
6-4-0
4x4 =
4
1.5x4 II 3x6
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL) ,
-0.09
4-7
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.68
Vert(TL)
-0.14
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.10
Horz(TL)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
Matrix -MS
Wind(LL)
0.04
4-7
>999
240
Weight: 53 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed 'during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. (lb/size)
1 =
570/0-3-2 (min. 0-1-8)
3 =
570/0-3-2 (min.0-1-8)
Max Harz
1 =
241(LC 11)
Max Uplift
1 =
-217(LC 12)
3 =
-217(LC 13)
Max Grav
1 =
570(LC 1)
3 =
570(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-11 =-663/320, 2-11=-601/339,
2-12=-601/336, 3-12=-663/31 5
BOT CHORD
1-13=-63/330, 4-13=-63/330,
4-14=-63/330, 3-14=-63/330
WEBS
2-4=0/337
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,-
h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-0-0 to 3-3-10,
Interior(1) 3-3-10 to 6-4-0, Exterior(2) 6-4-0 to 9-7-10
zone; cantilever left and right exposed ; end vertical
left exposed;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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 othermembers.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 217 lb uplift at
joint 1 and 217 lb uplift at joint 3.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Zitt�v,;-Fl:sutlm,tk¢veehr6e ldlg;t 1145eY','S,'t!a'pi63d IFW.Ser0em11Ca-i(tJS1UMjRYf-d'Itffi90t[r�YJPiru rtti�Euip ra�cakmnE(mlx]suCd,f(msksiye9(vrbrpp';mFtlelmurl.Fvlvm.t:.rr<s(aafm(relue vu. Cxin,etu.irz rdelm6elb;vdp
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urony T. Tombo III, P.E.
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,tluxne Mmetlra txaoaepe;depm R nP�rglrzipxaes Wvh,i ip fn;tiDeap, 6rbee, Is Lgitl, hillivp O,slra,,uLassSFaax 6puu dnrkhltl>p. lg;gaduellva; u, rs ECM 2114E
(apyright�7016A-IReatLosses-Anrhoayi.lamhalll,P.I.Repmdurriaoofihisdommem,inanyfarm,isprohihitedwi(hourihemittenpermissiontmmA-IRaaffiasses-ArthonyLlamhoIII,p.E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225347
XCAS6519C
FG01
GABLE
1
2
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:33 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-gOW7BuH449Sgl2YGZ66HPC1 DzMoHP50e2s"zvrkO
6-2-7 12-3-3 1B-5-10
6-2-7 6-0-11 6-2-7
1.5x4 11 1.5x4 11 1.5x4 11
y 1.Sx4 II
IX6 — ).5x4 111 1.Sx4 11 I 31= T8 = I I 6x8 =
n.
10 34 35 36 9 378 38 39 7 40 41 42 643
4X10 = 8x8 = 4x6 = 3x6 II 8x8 =
6-2-7
Dead Load Dell. = 3/16 in
LOADING (psf)
SPACING-
2-0-0
i CS1.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.67
Vert(LL)
-0.09
7-9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.99
Vert(TL)
-0.26
7-9
>842
240
BCLL 0.0 '
Rep Stress ]nor
NO
WB 0.90
Horz(TL)
0.07
28
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MS
Wind(LL)
0.12
7-9
>999
240
Weight: 563 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
B1: 2x6 SP 2400F 2.OE, 132: 2x6 SP No.2
WEBS 2x4 SP No.3 `Except`
W1: 2x8 SP No.2, W2,W5: 2x4 SP No.2
OTHERS 2x6 SP No.2 *Except*
BL1: 2x8 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-7-3 oc bracing.
WEBS
1 Row at midpt 1-10. 4-6
REACTIONS. (lb/size)
10 =
8047/Mechanical
28 =
7445/Mechanical
Max Uplift
10 =
-2991(LC 4)
28 =
-3041(LC 4)
Max Grav
10 =
8047(LC 1)
28 =
7445(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-10=-6770/2595, 1-29=-4325/1611,
29-30=-4325/1611, 2-30=-4325/1611.
2-31=-4325/1611, 3-31=-4325/1611,
3-4=-4325/1611, 4-32=-811/333,
32-33=-8111333, 5-33=-811/333
BOT CHORD
9-37=-1664/4291, 8-37=-1664/4291,
8-38=-1664/4291, 38-39=-1664/4291,
7-39=-1664/4291, 7-40=-166414291,
40-41=-1664/4291,41A2=-1664/4291,
42-43=-1664/4291, 6-43=-1664/4291,
6-27=-2576/6307, 5-27=-2576/6307
WEBS
1-9=2539/6821, 2-9=-2322/1012,
4-7=-1080/2803, 4-6=-598012288
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"xY) nails as follows:
Top chords connected as follows: 2z8 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-5-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf;
h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); Lumber DOL=1.25 plate grip DOL=1.25
4) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
5) Provide adequate drainage to prevent water
ponding.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent 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 metal plate or equivalent at bearing(s) 10
to support reaction shown.
13) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 2991 lb uplift
at joint 10 and 3041 lb uplift at joint 28.
14) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads,
15) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 632
lb down and 273 lb up at 0-3-10, 593 lb down and 266
lb up at 2-0-12, 593 lb down and 266 lb up at 4-0-12,
593 lb down and 266 lb up at 6-0-12, 593 lb down and
266 lb up at 8-0-12, 593 lb down and 266 lb up at
10-0-12, 500 lb down and 213 lb up at 12-0-12, 500 lb
down and 213 lb up at 14-0-12, and 500 lb down and
213 lb up at 16-0-12, and 536 lb down and 227 lb up
at 18-0-12 on top chord, and 923 lb down and 322 lb
up at 1-2-12, 923 lb down and 322 lb up at 3-2-12,
923 lb down and 322 lb up at 5-2-12, 923 lb down and
322 lb up at 7-2-12, 923 lb down and 322 lb up at
9-2-12, 920 lb down and 395 lb up at 11-2-12, 916 lb
down and 395 lb up at 13-2-12, and 909 lb down and
449 lb up at 15-2-12, and 929 lb down and 531 lb up
at 17-2-12 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=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-70, 6-10=-20
Concentrated Loads (lb)
Vert: 1=-632(B) 3=-593(B) 2=-593(B) 4=-500(B)
5=-536(B)29=-593(B)30=-593(13)31=-593(B)
32=-500(B) 33=-500(B) 34=-923(B)35=-923(B)
36=-923(B) 37=-923(B) 38=-923(B) 39=-920(B)
40=-916(B)42=-909(13)43=-929(B)
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s3nadmsfnntd n}isia ut�tt;}tEd2lntkiL+vfida,lLC+nf{6d UEL{}WnEt{i.GR}inif)S,Ur#( 34k�iL{at,iJR:b11S!Ittd lS t4iilS:lnLifll.rUtjpniddRti:afi[tt(Sti�a•td�E 11{at•.i13€u4s C+Eyt, :kttbta�.?h:tuj si]iltrxttyEasE ]}d -80083
A]!s'tuf9sai{ncdf:anafsr,)6{rEss9Ettat4e R0at6sinJ:asaNpatls°rets3aa 2allr�GaE[4dE'p NxcmmfiEad6!tNEzi SS:lrteEd•�a:t8tarpnN afna.TN•E fESu!stE Enf]rs;]:aissnl#tsdP.nFnaa:as,;atr,tnn RtcnfagaEsat*;tn u;dmnv,{des{ 44515t. Lucie Blvd.
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Job
Truss
Truss Type Qty
Ply
XCAS6519C
FG02
GABLE I
2
A0225348
Job Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:34 2017 Page 1
ID:PU4Mzyg2tyuGVhnMdh2ZPyH?LO-8b4VOElirTaXwC6S7pdWyQaLJmBj8XinHWFYM9zVTk?
6 4-12 12-6-0 17-0-0 8-5-1
6-4-12 6-1,4 4-0-0 -5-1
1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11
Dead Load Deff. = 3/16 in
10 36 37 3839 940 41 42 43 844
5x10 MT20HSI I 10x10 = 3x8 II
3x6 II 6x8=
18-5-10
414,2 12-e-0 , 17-0.0 18-2-
F -7 ' 6-1-4 ' 4.6-0 11 2 2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defi
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.88
Vert(LL)
-0.10
8-9
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.79
Vert(TL)
-0.30
8-9
>720
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
NO
WB 1.00
Horz(TL)
0.12
28
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.13
8-9
>999
240
Weight: 477 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x8 SP No.2 *Except*
B2: 2x4 SP No.2
WEBS 2x8 SP No.2 `Except`
W2,W5: 2x4 SP No.2, W3: 2x6 SP No.2
W4: 2x4 SP No.3, W6: 2x4 SP M 30
OTHERS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-7 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 1-10
REACTIONS. (lb/size)
10 =
9465/Mechanical
28 =
10180/Mechanical
Max Uplift
10 =
-3426(LC 4)
28 =
-3888(LC 4)
Max Grav
10 =
9465(LC 1)
28 =
10180(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-10=-8023/2976, 1-29=-5503/1978,
29-30=-5503/1978, 30-31=-5503/1978,
2-31=-5503/1978, 2-32=-7169/2640,
32-33=-7169/2640, 3-33=-7169/2640,
3-4=-7169/2640, 4-34=-7212/2656,
34-35=-7212/2656, 5-35=-7212/2656,
6-28=-10180/3888, 5-6=-7256/2705
BOT CHORD
7-8=-666/2081, 4-7=-1983/835,
7-45=-147/370,45-46=-147/370,
46-47= 147/370, 47-48=-147/370,
6-48=147/370
WEBS
1-9=-3043/8478, 2-9=-3815/1605,
7-9=-2071/5724, 2-7=-879/2215,
5-7=-3372/9195
WEBS
1-9=-3043/8478, 2-9=-3815/1605,
7-9=-2071/5724, 2-7=-879/2215,
5-7=-3372/9195
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows -
staggered at 0-9-0 oc, 2x4 -1 row at 0-5-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows
staggered at 04-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
2x6 - 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); Lumber DOL=1.25 plate grip DOL=1.25
4) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Plates checked for a plus or minus 0 degree
rotation about its center.
9) Gable studs spaced at 1-4-0 oc.
10) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
11) ` 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 BCOL
10.Opsf.
12) Refer to girder(s) for truss to truss connections.
13) Provide metal plate or equivalent at bearing(s) 28
to support reaction shown.
14) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 3426 Its uplift
at joint 10 and 3888 lb uplift at joint 28.
15) This truss hasbeen designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
16) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 632
lb down and 273 lb up at 0-3-10, 593 lb down and 266
lb up at 2-0-12, 593 lb down and 266 lb up at 4-0-12,
593 lb down and 266 lb up at 6-0-12, 593 lb down and
266 Its up at 8-0-12, 593 lb down and 266 lb up at
10-0-12, 500 lb down and 213 lb up at 12-0-12, 500 lb
down and 213 lb up at 14-0-12, and 500 lb down and
213 lb up at 16-0-12, and 527 lb down and 219 lb up
at 1840 on top chord, and 1359 lb down and 469 lb
up at 1-10-12, 1359 lb down and 469 lb up at 3-10-12
, 1359 Its down and 469 Its up at 5-10-12, 1359 lb
down and 469 lb up at 7-10-12, 1359 lb down and 469
lb up at 9-10-12, 1359 lb down and 469 lb up at
11-10-12, 1350 lb down and 584 lb up at 13-10-12,
and 1355 lb down and 590 lb up at 15-10-12, and
1555 lb down and 672 lb up at 17-9-4 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
17) Studding applied to ply: 1(Front)
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-70, 8-10=-20, 6-7=-2Q
Concentrated Loads (lb)
Vert: 1 =-632(B) 3=-500(B) 5=-527(B) 29=-593(B)
30=-593(B) 31 =-593(B) 32=-593(B)33=-593(B)
34=-500(B) 35=-500(B) 37=-1 359(F) 39=-1 359(F)
40=-1359(F) 41=-1359(F) 43=-1359(F) 44=-1359(F)
45=-1350(F) 47=-1355(F) 48=-1555(F)
rtwii.Hers,wmhcnt'411;di7rUiY�"SEtlR tiAOsl iEt4ittbfi'.61Wa5 (E:iPk{°€i!a'V.:SF06JKld 1`41a rttJydscStpne.[Srsaiieetestn{a lks?msG:l+pa:ra.rcpjlQi;nl;{s3rpes;i.laswatii,rf5h.nuSDullarerc na. MIS e,-oist swinitt TA,ai}
YI':lp;i6HxF1fSSfE"pliaSNf"JGtIO1NSE){u�Fl ift34it;N,a SUM tA,�tC;Cpf ttf`p»i;tCl3pyTGO(ttrytit tiXRpitnik'R!%¢{ti:'tGI12fWtil,�tfpq!'„ifEp±n rtt(EL[itfritShpl31131{{1}fimPn {plf�tEf(,nrstnu.'acadaats: pr�:.ta gma tas,s ire} Anthony T.Tomboll-I P.E.
SmlaadWsin lluprC�tCmltti+,srt;fnt0tandH=g,:ttr.k±Caufsnez�ltetepeattrhttz'Ft;3xsipe',GYxax aloi tot ;0eL,ot tisla;dhde;sa3erlifii. rxyprenldl4ti;itsl ea}',;•�t;sd .. �g nt# rtf,. a,�aE�t pant t,a tt.:}d 80083
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tapyrigilla 2016A-I Reefisnssm-Anibeny 1. TWO III, P.E. iepmdarien dihis damment in any fna, is prehibiled,ddhaei The written permissienI=A-)Reafirststs-Anibecyl. Tembe 1101 Fort Pierce, FL 34946
Job
Truss
Truss Type Qty
Ply
A0225349
XCAS6519C
HJ5
DIAGONAL HIP GIRDER 1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designLaltruss.com Hun: S.UZU s Aug 31 ZUIb vnm: C.UZU s Aug J1 zulo mi t ex Industries, inc. rn mar a_I ue: w:ao 26 i r rage i
I D: P U4 MzygZ_tyuGVhn Mdh2ZPyH?LO-cnetbaJ Kcn i OYMhfhX9IUd6Y4AbctDQxV9?5vbzVTk_
-1-10-10 3-3-4 6-6-7
1' 10-10 3-3-4 3-3-3
1.5:
3x4 II
1.5x4
Dead Load Defl. = 1/8 in
6-2-150-3-13
Plate Offsets (X Y)— [3:0-2-0 0-1-41
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
floc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL) -0.07
5-9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.55
Vert(TL) -0.18
5-9
>417
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.01
Horz(TL) 0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MP
Wind(LL) -0.12
5-9
>613
240
Weight: 30lb FT=O%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0'oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
392/0-10-15 (min. 0-1-8)
5 =
67/Mechanical
3 =
198/Mechanical
Max Horz
2 =
184(LC 8)
Max Uplift
2 =
-154(LC 4)
3 =
-146(LC 8)
Max Grav
2 =
392(LC 1)
5 =
108(LC 3)
3 =
198(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); end vertical left exposed; Lumber DOL=1.25
plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 154 lb uplift at
joint 2 and 146 lb uplift at joint 3.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 103
lb down and 59 lb up at 1-4-9, 103 lb down and 59 lb
up at 1-4-9, and 145 lb down and 63 lb up at 4-2-8,
and 145 lb down and 63 lb up at 4-2-8 on top chord,
and 9 lb down and 47 lb up at 1-4-9, 9 lb down and 47
lb up at 1-4-9, and 29 lb down at 4-2-8, and 29 lb
down at 4-2-8 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 4-7=-20
Concentrated Loads (lb)
Vert: 13=64(F=32, B=32) 14=-9(F=-5, B=-5)
Ne�nl-neexdmrjklJ re>R.6e9 t ICCf i1C5SEi!SF,iEI p4[f3ll 11Uf 6 U7sCIR8li CJf10Yf"{P(l"Stet06tlg"eslfll' Ma 1n41te rep—herr nd.1.1, wus tnnCe!isSCaxmgjfIXllwide 4dnp1.bola N,IE Ihnrn Shr.Leine ru. Cdrn swain V.dd.de fE4'dt
WTrtssarmrplda skY l:e<elforCtmgwk:lY:L lserms0:syelgeewjir.,fleml161Uxamsrsaneapl�irgrr.:msuscrprns�rieprsk:suan eo;s:vmpr�pnrm,mrdz taysnge suAnthony T. Tornbo Ill, P.E.
ntneslkin Rns d: npieildsllsds rnprsY:lryddeOngMC.ntrsAwnee qrm rr de BCewl O:!us,hdeudeddda llL&Ixnifw6*115rttigreh sel lt4l. Re epinnidlit lCCnt utfi:'3nee!6,Tms.0alledi yilaq<,vs6F.tliaa2 Fnm dill,&ns1.'U4td #80083
' Yesralgoes� ulb ran. In nseranrrloemsetnerc;edp nsdtvloucpr Self hldr.esxpsplal�:eltmnruacedrnunrpydPiaxefeue�ursde,nalnnlnrndnntrnsns�,rr:nespr5gnnnnn: nnma,nkn 4451 St. Lucie Blvd.
sdnahe iermllye;xnmsge!s'gnsnusrs iprlpaYe �nrhei to rnssh9pt upb.,isl:rdsu:u.goniym,uunsfknex hg:rau!rg rrtln rtnsndnei:wz;mrsarfirravnsl. Fort Pierce, FL 34946
(opyright 0 2016 A4 bolTrusses- Ardony Limbo ill, p.L &epradunim aphis document, in anytotm, is prohibited wilhouttbe written permission from A -I Goof busses-Aerhony L Tribe ill, p.L
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
HJ5C
DIAGONAL HIP GIRDER
1
1
A0225350
Job Reference o tional
as , v, t ierce,vu 0YU"0, unsvynswa i uuss.com Run: 8.020 s Aug si 201 a Print: 8.020 Is Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:36 2017 Page 1
I D:PU4Mzyg2_tyuGVhnMdh2ZPyH?LO-5zCFpwJyN4gFAWGrFEg_1 rfkTZvmcfx4kpkfQ2zVTjz
-1-10-10 2-0-0 3-8-8 4-4-10 5-0-12 5-10-11 7-0-2
1-10-10 2-0-0 1-5-8 0-8-2 0-8-2 0-9-15 1-
Dead Load Defl. =1/8 in
_N
O
O
N
1-7
3-10-10
3-23 3-8-8 -2- 5-0-12
3-2.3 0-6-5 3 0-10-10 1-1-14
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
-0.06 10-18
>999
360
MT20 244/190
TCDL
15.0
Lumber DOL
1.25
BC 0.62
Vert(TL)
-0.15 10-18
>544
240
BCLL
0.0
Rep Stress Incr
NO
WB 0.12
Horz(TL)
0.06 7
n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix -MP
Wind(LL)
-0.08 10-18
>999
240
Weight: 36 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
5 =
-16/Mechanical
2 =
45110-10-15 (min. 0-1-8)
7 =
359/Mechanical
Max Horz
2 =
194(LC 8)
Max Uplift
5 =
-104(LC 22)
2 =
-168(LC 4)
7 =
-163(LC 8)
Max Grav
5 =
22(LC 13)
2 =
451(LC 1)
7 =
359(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-19=-356/74, 4-19=-290/83
BOTCHORD
3-1 0=-1 53/305, 9-1 0=-1 53/305,
7-8=-261/520
WEBS
4-7=-622/312
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); end vertical left exposed; Lumber DOL=1.25
plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 104 Ib uplift at
joint 5, 168 Ib uplift at joint 2 and 163 Ib uplift at joint 7.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 103
Ib down and 59 Ib up at 1-4-9, 103 Ib down and 59 Ib
up at 1-4-9, and 109 Ib down and 31 Ib up at 4-2-8,
and 109 Ib down and 31 Ib up at 4-2-8 on top chord,
and 9 Ib down and 47 Ib up at 1-6-13, 9'lb down and
47 Ib up at 1-6-13, and 83 Ib down and 44 Ib up at
4-0-6, and 83 Ib down and 44 Ib up at 4-0-6 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front_(F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-70, 11-13=-20, 9-10=-20, 6-8=-20
Concentrated Loads (lb)
Vert: 11=-100(F=-50, B=-50) 20=64(F=32, B=32)
Nndv1•flnnfiraP¢n,4vru•111g;; nCSfO(XLO y n[t3u 1!tGs a rlNln07s[dsltlu^IL1iY)s(tAtl;S(PSW'3r nrn in0rteilpps;dnsuf rid wn n'wstnnentpNeeeg{f[,;M6v 1df.[LiszlF m:1.[. [aen:-r sSusldme m. Gd!u ¢Yn.snstlf<l as n! RA. -It
{LTskrsas4r pltivs skllkuedfn neiWmh,d:tls,im50!sg Grp:xji.e,SpuvlrGtl�.rin!snlant 160rgsesasswen!tlmidnr[mksslnsl nStalaiyrz:ynstli*ryhr nt 1upilfesbot Ims deldde N 10hilpslnINL Gulalles:ssrys�s,ls6iry ¢dtinuuifili* Anthony T. Tombo III, P.E.
nt n!d s s Tle,siar wtteikt{h ne nspngLltdN 0.n5G a.." I, iemd gemu lisulfq 0mgs,n4e udeddn, oLA, Ix Nrk 1.14ffigmis W WL Tk qy ddne [OOnt lb0rs, dnv [myhd4in[tndny drge,h,hf llnniknxt s49h ds ns[enuarq 0 180083
' nshefm[0!sipsmP6a^.vdn. t0edesss!,dk MlOon/f2p!eiresedtis!Gsn,n'se47detrgaeslStel[Ide,xeleni[(54idks[e!1[if;nl53U a2ednenedlxtnsdpidvxs. i8lesfisesnrngnsgild'e, svi ktlesdnslmssUss'ryss,iins@sip'.gheentlnss Ynehdrces, mtess -.-
,nendn de0adlt,(cehod,pedgnn nears, trey iv:lln Ind,st ltelm;, Delta [elRw Isi0rneta:IllgOn1INtMI SIrM lgRna 104ig. lllnrOdnvlaras u,nddUe!"x nIL 4451 St. Lucia Blvd.
• Fort Pierce, FL 34946
(eppigh[�t1!IdAdAcolTmiszs-Ar:Ih00yLlamhalll,A.E. Repradtldioealthisdocome0t,inanyfarm,isprohaitadwhhous;hesrittenpemissiea[mmA-IAso[Trusses-ArihonyLTcnSoill>A.F.
Job
Truss
Truss Type
Qty
Ply
A0225351
XCAS6519C
HJ7P
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc: Fri Mar 31 09:13:37 2017 Page 1
ID:KkdCWskRAgrbWJEUVadggXyBJg9-ZAIdOFKa8Oy5nfrl oxBDa2CL]zFH L?rDzTUCyUzVTy
6-10-8 11-8-11
6-10-8 T10-3
4 5
4x12 11 2x4 11 6x6 =
3x4 =
Dead Load Defl. =1/16 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL)
-0.10
9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.61
Vert(TL)
-0.17
9
>808
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.52
Horz(TL)
-0.01
1
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
0.08
9
>999
240
Weight: 71 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x6 SP No.2 2-7-13
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-5-0 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 =
362/0-11-5 (min. 0-1-8)
7 =
467/Mechanical
Max Horz
1 =
299(LC 33)
Max Uplift
1 =
-592(LC 4)
7 =
-575(LC 4)
Max Grav
1 =
1030(LC 20)
7 =
982(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-889/392, 2-14=-949/397,
3-14=-901/366
BOTCHORD
1-16=-292/833, 1-17=-500/833,
17-18=-500/833,18-19=-500/833,
8-19=-500/833, 8-20=-500/833,
7-20=-500/833
WEBS
3-8=-90/755, 3-7=-987/592
NOTES-
1)Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); cantilever left and right exposed ; end
vertical left exposed; porch left exposed; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree
rotation about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 592 lb uplift at
joint 1 and 575 lb uplift at joint 7.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 97
lb down and 180 lb up at 3-3-2, 97 Ib down and 180 Ib
up at 3-3-2, 156 lb down and 87 lb up at 6-1-2, 169 lb
down and 96 lb up at 6-1-2, and 227 Ib down and 168
lb up at 8-11-1, and 220 lb down and 164 lb up at
8-11-1 on top chord, and 112 lb down and 137 Ib up at
3-3-2, 112 lb down and 137 lb up at 3-3-2, 200 lb
down and 22 lb up at 6-1-2, 201 lb down and 32 lb up
at 6-1-2, and 222 lb down and 44 lb up at 8-11-1, and
213 lb down and 37 lb up at 8-11-1 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 4-5=-30, 6-9=-20
Standard
Concentrated Loads (lb)
Vert: 2=177(F=89, B=89) 15=-85(F=-35, B=-50)
17=176(F=88, B=88) 19=-2(F=5, B=-7)
20=-50(F=-16, B=-34)
tGas g•fl enenag ;,z mat Fl r : nvss=> sEu rbirens;itr asrornaacniruftrul, usuwusrr o. rErtgrngat: r::�l, Ka;nFe: g:rn=.aggtec,ww:�a.r t lrr om,rtgdrrmsard:d�rn�4„rr { t�aeiva nlg
W:'egnaxirgltesiE.io Min 6004i; "agsturn;t:tyaFeg,nn{iySgoCFttg�aa;as sn'et[sritpnsrrsr%:nx,rylas.��tkeadru:nd�ae[Arg;rspai:rtiYfaff[•JgidGe tugitlnsti!gA1rdmCtn9tdr, nln itN. g4rktstfrst�zgWc::l>s.'.gm Pic:,uldYit! Anthony T. TOrIsbO ll:, P.E. I.
tarn a'isintsaran, sgEa;aCrrtauH`t{dtf?�r«r,dsc.-rh oa5uudrgneaa, (claganym•,ahc aaet�u,ke urarmfad la Act;r'exa;in. IirgpvdABr NW ut%111 .191inss,ss:nagsa3sg.11arg:, ilec..d". dir&1.a,"03114g1 #80083
atl:dfieS"-edprsrrfnnha. i9saac snntnarP.7¢1[u{talus¢igaY.§nftisklltegraYS:�('aaaitictWµiLcl�ri;PtadSgdtnnF�ucbfnrnmlrahe:e. rtl t7srues 4s n;tsc.tkuCstnl dnnftkFnu Prsr�sytnss Pzxsr [gieuzlinnxssrtng,�Sss 44515t. Lucie Blvd.
m9er„nt,!vdi!rrati zpalqua�gbgtr dtgn5rsrdrl. itelussDrsfgraprr: is kB; Se tuiay isdps,a irnsSssna�;anrdatteEtug, A3�N;�da�csmr. a:Jntlt•I' Fort Pierce, FL 34946
LupyrigN 0 2016 A-1 Rool Imsts-Anthuyl.lomb III, P.E itproduuion oii6is dnmment, in oaytait, Is pro6tb$rds it6eol16toritttn permission tram Ad teoilratsts-Am6ccyl. inmSoI11,P.E
Job
Truss
Truss Type
Qty ply
XCAS6519C
HJ9
DIAGONAL HIP GIRDER
1 1
A0225352
Job Reference (optional)
y„ wa ttuaa. uln Run. 8.020 s Aug ai 20i6 Print. 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:38 2017 Page 1
ID:PU4Mzyg2—MuGVhnMdh2ZPyH?L0-1MJ?EbLDvi4yPpQEMfIS6Gk4YNa74R9NB7DIVwzVTjx
1-10-10 4-8-11 8 4-5 12-1-0
'- 0-10 4-8-11 3-7-10 4-3-11
1.5x4 II
5 6 Dead Load Defl. = 1/8 in
3x4 = 3x4 5x6 =
Plate Offsets (X,Y)— [8:0-3-0,0-3-01
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.68
Vert(LL)
-0.08
,(loc)
9-13
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.69
Vert(TL)
-0.19
9-13
>776
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.58
Horz(TL)
0.02
8
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL)
-0.06
9-13
>999
240
Weight: 71 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-11-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 =
805/0-10-15 (min. 0-1-8)
8 =
915/Mechanical
Max Hom
2 =
325(LC 8)
Max Uplift
2 =
-340(LC 4)
8 =
-576(LC 8)
Max Grav
2 =
805(LC 1)
8 =
915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-14=-1322/546, 14-15=-1243/583,
3-15=-1129/561, 3-16=-974/434,
4-16=-808/372
BOT CHORD
2-18=-702/1075,18-19=-702/1075,
19-20=-702/1075,9-20=-702/1075,
9-21=-506/807, 8-21=-506/807
WEBS
4-9=-81/524, 4-8=-1058/664,
3-9=-300/219
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5,Opsf;
h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); end vertical left exposed; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree
rotation about its center.
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 fora live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 340 lb uplift at
joint 2 and 576 lb uplift at joint 8.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 103
lb down and 59 lb up at 1-4-9, 103 lb down and 59 lb
up at 1-4-9, 145 Ib down and 63 lb up at 4-2-8, 145 lb
down and 63 Ib up at 4-2-8, 202 Ib down and 131 lb
up at 7-0-7, 202 lb down and 131 lb up at 7-0-7, and
263 lb down and 201 lb up at 9-10-6, and 263 lb down
and 201 lb up at 9-10-6 on top chord, and 9 lb down
and 47 lb up at 1-4-9, 9 lb down and 47 lb up at 1-4-9
, 29 lb down at 4-2-8, 29 lb down at 4-2-8, 55 lb down
and 26 lb up at 7-0-7, 55 lb down and 26 lb up at
7-0-7, and 77 lb down and 29 lb up at 9-10-6, and 77
lb down and 29 lb up at 9-10-6 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-70, 5-6=-30, 7-11=-20
Concentrated Loads (lb)
Standard
Vert: 16=-91(F=-45, B=-45) 17=-228(F=-114,
B=-114) 18=64(F=32, B=32) 19=-9(F=-5, B=-5).
20=-72(F=-36, B=-36)21=-122(F=-61, B=-61)
�� - - ifa;q-Plene;xm^h,,ra*ier@l'ddti; tlltSi;S(StllSt"CEFE[rt(iFl4kEtdG1?C4 QIPki3PnlS;iE0it75u:A1'tato, rsti7/esg race'asvatnfmi�saftt Sus iaSl;aEnertgitCE; wf1i:�4tr; 1.4aasW,t:.Uire¢tAntEefettoa Gus55tlElts7es�eiw3a :tC,wlt
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vAvedftlsln5!hrnry:Itppu55r5s{xsVdedrtl LVa 9.lv,daCaetftaa::a�ptNvtltG.:£:glvi,u5estu:rtsk:9(;i5t¢{avtt.Itsdla:Ga;EaPaad766 Tut;p!a5tictltlCuivt;ulleu d.t"r;.a,.v4dugSzt]'ag,5t5rc;:,a«dmwmdhtaspstaGit cxt>spwsp s+ $al+#YdPSEp<liP.lfitpae9u. d5uaittivftafa[ICEnf toed(kt�TS¢f[.MdeRt5Dat44A160,j{tCpiEtC$diy �'tR�t4SiS(,�n}Iif13�Epi7{tidSN.l�ttt(tteft�(ttgFECtlpti(ta;t �ii!rQES3lIlSpi116'E`I(t3lald:41t5$nIt75S pwi�,ft,Jt;31 Qi3�0 (E�6.twf iRSS �'S21a>1VStG[4at55
'
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•
CnpyrigE1�i816A-IRontia¢cses-Ma6eryl.inm6oIII,P.E, iepradutdiaaei{5isduaomenyinonyfrim,isptu6i6itfdrit6aunhavtAteapermidsianfromA-dpaoiirucses-Anlheeyt.iar•:hnill;P.E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225353
XCAS6519C
J5
JACK -OPEN
3
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:38 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH?L0-1 MJ?EbLDvi4yPpQEMfES6Gk55Nd94Z8NB7DIVwzVTjx
14-0 4-8-0
1-4-0 4-8-0
1.5x4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
-0.02
4-8
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.50
Vert(TL)
-0.06
4-8
>949
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.07
Horz(TL)
0.00
2
n/a
n/a
BCDL
10.0
Code FBC20141TPI2007
Matrix -MP
Wind(LL)
-0.04
4-8
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOP,CHORD
Structural wood sheathing directly applied or 4-8-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 311/0-8-0 (min.0-1-8)
4 =
190/Mechanical
Max Horz
2 =
181(LC 12)
Max Uplift
2 =
-91(LC 12)
4 =
-116(LC 12)
Max Grav
2 =
311(LC 1)
4 =
190(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 3-7-1, Interior(1)
3-7-1 to 4-64 zone; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed fora 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 91 lb uplift at
joint 2 and 116 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 0%
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ale!§21nY$X (,-.1S i49'J Et33?!r¢Sltl(t{il§i a�d.d:it'nSSt'J{f(tfRttt istylEKi�7tfl,�IIttigNl ft(6!!i!T(<at!'fftSt.L�S LAAaf7i9:id(!i&dtlP49bt:{iAtli�if:lfFliS.lti'7i#llfdfd;iLtr'•t SlfjElTt%31:E�.itlR�'It�pnh,R!!llfl I: iEtkfi;i lf3'�f4�f ti Ft (ne::iES, IiIEEC'I! Anthony T. ToMbo III, P.E.
rAradEdGitslua;trlfu;a rrµaoitmffe0+ix,dsCesds eidwirdyrd¢6it rui sif>C,io(xitdntide dt 2l M..alall d1aAv;al. xdiii 1. ruy;rad0r.117a1 nd800$3
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yttirislk!Uid§tafi ris}eNt;!¢btietf�E}eGfvtlnmdtei;il6asf 7lsrgt8gatsuN01 i4l tadtQ„zlst ,m EfrnitsxaF'f1r¢tnef�Wtad U q&!!elmeanr,MlatrFR Fort pierce, FL 34946
Cepyriglt6!iD16A-1&eotlresses-Am6nsyl.lom5alI1,EE itepiedud;anedt6isdamment,incoy rnnisproblitedQhoulShe ntiveaparmissiunhemA-1Roof Times- AntM1nnyLla-6niil: L
ss
Truss Type Qty
Ply
PAS6519C
PC
JACK -OPEN 4
1
A0225354
Job Reference o tional
Ruut i ruses, ruri rrerce, FL 34946, aesign@a-itruss.com Run: muzu s Aug 81 2u16 rant: 6.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:39 2017 Page 1
I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-VYtORxMrg?Cp1 z?QwMDhfrHHwnxMpl W WQnzJ 1 MzVTjw
-1-4-0 2-8-0 3-8-0 5-0-0
1-4-0 2-8-0 1 0 1
Dead Load Dell. = 1116 in
to
m
0
N
O
1.5x4
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.57
Vert(LL)
-0.09
6
>624
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.63
Vert(TL)
-0.18
6
>325
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.11
5
n/a
n/a
BCDL 10.0
Code FBC2014ITP12007
Matrix -MR
Wind(LL)
0.10
6
>568
240
Weight: 23 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2 *Except*
B3: 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins.
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 guide.
REACTIONS. (lb/size)
4 =
131/Mechanical
2 =
331/0-8-0 (min.0-1-8)
5 =
82/Mechanical
Max Horz
2 =
217(LC 12)
Max Uplift
4 =
-112(LC 12)
2 =
-111(LC 12)
5 =
-34(LC 12)
Max Grav
4 =
131(LC 1)
2 =
372(LC 19)
5 =
255(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
BOT CHORD
3-6=-56/305
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Extedor(2) -1-4-0 to 1-11-10,
Interior(1) 1-11-10 to 4-114 zone; cantilever left and
right exposed ; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 112 lb uplift at
joint 4, 111 lb uplift at joint 2 and 34 lb uplift at joint 5.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Bwhg-Flnu Porte{llrrn&*tie'1 I IONTIOSSIS^S',Er6(03lli!1HS0L1AOIOCOS(OSiOYi-LLM17j!(rG;SIPOYEYT'MnG:Ofletipimaatktt mired wtsntds lrea Cetytartrmg(I�imilOrldlmrCftxk l0,ff.Ide;rett SStdtdo:en:, Oeltss kNmse cdd n Re IEP, edf
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34946
Zt
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tflnvlstlekteltrotmamtgmdeinkn hdlrm9sgnh;dlkafmssOtdm�lR�trut0(flektllt{OrslpyerLasS{mstFgtr:etoferrMAWgtOmiCdetltrta;mtmdditdhR41. FOrt1St.Lce,uci Blvd.
tapyright�7016AdRaaiLusses-Arihoayf.TamhoIll,P.f. Repmduniaaahhisdotumeat,inanyform,isprohibitedwithouttheminenpetmissionfromA-Ipeaffrusses-AmbaoyT.Tomba Ill,P.E,
Job
Truss
Truss Type
City
Ply
A0225355
XCAS6519C
J5G
JACK -OPEN GIRDER
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design(a)altruss.com
Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:40 2017 Page 1
I D:PU4 MzygZ_tyu GVh n Md h2ZPyH 7 LO-zk RmfH NTRJ Kge7acU4kwBhgTQBH NYU4gfRisZpzVTjv
4-8-0
4-8-0
Dead Load Deb. = 1/16 in
4x6 =
�yy�V
2x4 II
JUS26
44-8
4
8 0
4-4-8
3
Plate Offsets (X Y)-
[1:0-8-8,Edgel
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.46
Vert(LL)
-0.05
3-5
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.58
Vert(TL)
-0.13
3-5
>423
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.04
Horz(TL)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2014(rP12007
Matrix -MP
Wind(LL)
0.06
3-5
>917
240
Weight: 23 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
800/0-8-0 (min. 0-1-8)
3 =
1461/Mechanical
Max Horz
1 =
147(LC 8)
Max Uplift
1 =
-240(LC 8)
3 =
-547(LC 8)
Max Grav
1 =
800(LC 1)
3 =
1461(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope); Lumber DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 240 lb uplift at
joint 1 and 547 lb uplift at joint 3.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) Use USP JUS26 (With 1 Od nails into Girder & 1 Od
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 2-0-12 from the left end to 4-0-12 to connect
truss(es) D01 (1 ply 2x4 SP) to back face of bottom
chord.
9) Fill all nail holes where hanger is in contact with
lumber.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (pig
Vert: 1-2=-70, 1-3=-20
Concentrated Loads (lb)
Vert: 6=-924(B) 8=-930(B)
btt'.t •flt95tra tlrat)i(t�{-(d:5TnU5$:jiW�E(K�!(1(l(i(1EQA�.4iai$(iilEl( 'I�SA'Jr.!�d(Sia('h13 rEth i!{` n121:fllR�tYLt�ttid95n19 Cr31,rryl[EIT'[''St9li(Et1!}tPT,.lJ39 �1tt�.tE(Cli4SbttlEdnt i30.1}LESi i.�lWSd S�td Ngd?i�,ld
3 �e 1 s P t'�'�! t?i •�°• i t'y I
UJrlkEnatJ4f tY is slc;htsNtn ru lDitlNnri tsvT+n.l:ire{h.nt.c..letslryrE;ialn,,,s.eAtvs.7lGPrEgeixayaraEiheadne�ehtavadlt3�aeedp't:lats itryWfilt[s�pdfitsisglvinst iytaldw(lviiO nit.rtEr ltN,i![s iiv nnxlrtzs,lz>e'et tattles, ttleYdqAnthony T. Tosnbo Ill, P.E.
vsdne$6h inr krtr!Csttgnsiln;lns3edld�0atr,elCaxt(t!a":w'ultltututttix3ai3:si;ssl.u&Eae:ErtdRe:i(,6t&'eiallyd leLzpn:zdTFl1.Tieliplsdd4WT:8lei lgYltl ,ldetLas,:niiieyE a;.wnlya9lC mEsdtrerysilCilhle sent .rd #80E83
7vtttEtgEe;tiEE:ndtnoeE#r,i6txes sHlta@!6^9¢t6ltlasus¢liak:elsv(dtcddyGgar'Sdry Mac�av tESi;psll�skih r?Iul A.s tte tdsess.+httn�claadn:t. t:1l vsslEtegal,EkatEvul t9esdCtFnss esi�Ec rran�oartj:w at`ass 6wdsRnx,nlesE 4451 St. Lude Blvd.
a4aE>tiild:!ndaslCla»rSr3trlt;Elthey0ta3(terta9nintrlLRtTms2stp(e;Enlsi:xa�%euaAli stsiler>,nlnlsS(Smrlu�lnrdglDls"efa;, ,7�tr.3ldtl wsmatd¢d'n(1ci, Fort Pleree, FL 34946
Copyrigu92916A-1AoalTmcses-Atnteeyl.lom6oUr, F.E,:optodudonoilhisdaroment,iacoy rtmispraG3ittd.ilbaal[be ntit3eapermissianSomA-ltaoGrasses-Anlbesyl,Tomb HL?.L
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
RP
Jack -Partial
6
A0225356
TJob
eference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.020 s Aug 312016 Print: 8.020 s
6 5
3x4 = 1.5x4 11 3x6 =
31 2016 Mil ek Industries, Inc. Fri Mar 31 09:13:41 2017 Page 1
Dead Load Deb. =1/16 in
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
-0.12
5-6
>629
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.55
Vert(TL)
-0.20
5-0
>388
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.58
Horz(TL)
-0.02
3
n/a
n/a
BCDL 10.0
Code FBC2014/T'P12007
Matrix -MP
Wind(LL)
0.21
5-6
>366
240
Weight: 39 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x6 SP No.2 *Except*
W2: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-11-6 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
185/Mechanical
6 =
465/0-8-0 (min.0-1-8)
5 =
96/Mechanical
Max Horz
6 =
299(LC 12)
Max Uplift
3 =
-193(LC 12)
6 =
-179(LC 9)
5 =
-163(LC 9)
Max Grav
3 =
185(LC 1)
6 =
509(LC 19)
5 =
277(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-318/521
BOTCHORD
1-12=-526/306, 6-12=-526/306,
6-13=-946/665, 5-13=-946/665
WEBS
2-6=-574/284, 2-5=-674/959
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-0-0 to 3-3-10,
Interior(1) 3-3-10 to 8-3-4 zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) This truss is not designed to support a ceiling and is
not intended for use where aesthetics are a
consideration.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 193 lb uplift at
joint 3, 179 lb uplift at joint 6 and 163 lb uplift at joint 5.
8) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
tvcihP-Flnu 8d«i¢Ir¢.4+fieldi0ur IrCdd3 19 �5631!I11#S6G7ABmC4 rJSiOYy'tDiirjifC68%'J[wY{il'firn Wfe ipJsi^,0 iet c! 10 .utit I." COVD e§(Tr;¢rtleln!¢rLWk m,rF.les;n«5'wtrdar!nv Hah:sd?nxise 01 eilF0M.1f
ILT{tm>sau PNdSs�14eISNdN7l lrahrtl0;:l. ISITId55dts.,R liJaEYtl2.$J!JlnjfFJli!Fph!33I110r1�iitrR3U15tliC1r4ffiI�hir(ftl:SYilltithlitllr(Hr�NILii,'h: �t /f54ptilCtS«rA i«!:Ilr td Y9!IJBtllr,ti�nlflL rill:IJDI5A0rC¢SI¢1hJRILiS¢wSi79IEtl( Anthony T. Tornbo 111, P.E.
ixlrse!IGzsimskr darldildy is@ensrnstl:middn d.d¢,ad0.dehdaldraeteyreulh!Ia1fwP Ossgre,h3e «lied ifhln.,&d I¢Ilieh¢Ixu1hey «/!¢flPi-1.11een:¢dla'fi!f00¢t ¢rfi!Nce dtlein:s, isdetiyk¢lay, sladie,hsLfni¢edhnur s4ill Y!Cd rnr¢s6ilrtl rl 60083
Ire rrifayd!sigirr¢llMid¢. rQMes¢i idhtlelD.¢dCs P«Amnlpii:li!¢dfyfekuraJ(ecnlra`!¢Iidizeuad1lSQPdifi;dellrlP¢!dl(Anrdiaeinlh: i�sdpire¢e.trTlddnesdd ¢sP¢skTdhs mlkfidid�Lass Oesper,irus a:ip Eys¢eeiirtssYndhdnm,Nns..
tllireiniewirerauad dpeedq¢h vWl q If Ps:Ns NdhdL Ihv In;sPn!d Gym« Is igifld ddiliiggniptt,rtTwr>rPdezGJh;el a!eirh!Irn} Sti « JCdhd! Nos r« is d¢fin/kT41. 4451 St. Lucie Blvd.
(oppigh102016A-IRodliussas-AmhonyLhmhIII, LE.Reprodurlion alibis dommem,inany form,isprohibitedailhoulihemittenpermissionfrom A-IRoelTmsses-AmhonyT.Tomboill,P.E. Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225357
XCAS6519C
J9
JACK -PARTIAL
6
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:42 2017 Page 1
I D: PU4 MzygZ_tyuGVh n Mdh2ZPyH?LO-v7ZW4zOjzwbO u Rk? bV nOH6vnj_OVOJYy61Bze hzVTt
1 4-0 4-7-1 9-0-0
1-4 0— 4-7-1 4-4-15
4x4 = 3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
-0.17
6-10
>626
360
TCDL
15.0
Lumber DOL
1.25
BC 0.41
Vert(TL)
-0.44
6-10
>243
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.37
Horz(TL)
0.01
6
n/a
n/a
BCDL
10.0
Code FBC2014frP12007
Matrix -MS
Wind(LL)
-0.05
6-10
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
117/Mechanical
2 =
50110-8-0 (min. 0-1-8)
6 =
282/Mechanical
Max Horz
2 =
325(LC 12)
Max Uplift
4 =
-118(LC 12)
2 =
-123(LC 12)
6 =
-123(LC 12)
Max Grav
4 =
117(LC 1)
2 =
501(LC 1)
6 =
2B2(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-11 =-421/107, 11-12=-399/123,
3-12=-299/125
BOT CHORD
2-6=-424/587
WEBS
3-6=-683/493
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) -1-4-0 to 4-1-2,
Interior(1) 4-1-2 to 8-11-4 zone; end vertical left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
2) This truss is not designed to support a ceiling and is
not intended for use where aesthetics are a
consideration.
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 118 lb uplift at
joint 4, 123 lb uplift at joint 2 and 123 lb uplift at joint 6.
LOAD CASE(S)
Standard
Dead Load Defl. = 114 in
PLATES GRIP
MT20 244/190
Weight: 41 lb FT = 0%
g.
Bnur-Flew au„gE¢rner ne'11t¢r;t¢sSESi'Srd915[¢8r[ IEIN56 L�.'¢IIIDaS fJSE¢4j Efi13'jiDa9RtE¢eYitl'Exn. Wfmippna!nnreEndnke,udis rnssEesipe¢nxuE(IE.'}mE�e/rfiarl.Emda l¢, t.E.lehmrtSle,ttdne ru. rd,ss otuanesMelmRe R¢,ulE
NITA Iidn:dMT.,ts,9dlleeseVolkiDDhidttreTms¢szE,Eaertie,Srem¢E,pas.¢.n:,mlramr rgnsmsercr$rd6trds,iradn�e,:ag,sspaJ U;staapnmevernr.ttreun toorr¢,ntnifllntmpw,arane,nturnrteu,mnrer; Anthony T.TomboIII, P.E.
ruwr::ih&Iha,n,EnrutEtdde.a:r,es cadeea,mrtepsnn: �rra�¢esan,ose raved arse ncue itt ntrm la�Ea,:it�menllEld.(keep:ssddht EO¢Neatfieldnre!lleims; adefnq�alay dsep,ueLl:etinntlmaE tidih flt n,ildid �80083
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a„m,:htkvatr,Eamm,peaatmm�cgtrtigrueemdaLlie ImDs_nEelbmisFort Pierce, FL 34946
Coppight 0 2016 A -I Aaaf fionas-Arihony Limb III, F.E. Btproduaina aithis damment,in aayfnrm, is prohidited witboutthe vrinen permissionfrom A-1 loof frusses-AvhonyL Im aba III; F.I.
11
Job
Truss
Truss Type
Qry
ply
XCAS6519C
J9A
JACK -PARTIAL
1
]Job
A0225358
Reference (optional)
Rut I. O.VLSS s Huy o r zu ro rnnc a.uzu s Hug a1 zuib Mi ! ex Pnoustnes, inc. l-n Mar 31 09:13:42 2017 Page 1
ID: P U4 MzygZ_tyuGV hnMdh2ZPyH?LO-v7ZW4zOjzwbOu Rk?bVnOH6vnj_ObOJOy6lBzehzVTjt
1-4-0
-1-4-0 , 4-41
' ' 4-4-4 4-7-12
1.5x4 II
4
4x4 = 5x6 =
Dead Load Dell. = 1/4 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defi
L/d
PLATES GRIP
TCLL 20.0
Plate'Grip DOL
1.25
TC 0.60
Vert(LL)
-0.17
5-9
>640
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.40
Vert(TL)
-0.42
5-9
>252
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.38.
Horz(TL)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MS
Wind(LL) -0.04
5-9
>999
240
Weight: 48 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
499/0-8-0 (min.0-1-8)
5 =
391/Mechanical
Max Horz
2 =
322(LC 12)
Max Uplift
2 =
-123(LC 12)
5 =
-239(LC 12)
Max Grav
2 =
499(LC 1)
5 =
391(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-436/127, 3-10=-421/144
BOTCHORD
2-5=-444/619
WEBS
3-5=-703/504
NOTES-
1)Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Extedor(2) -1-4-0 to 4-2-7, Interior(1)
4-2-Ito 8-10-4 zone; end vertical left exposed;C-C for
members and forces & MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 123 lb uplift at
joint 2 and 239 lb uplift at joint 5.
LOAD CASE(S)
Standard
�. ..... icr_p-Rene„hrxy�kymirx9e'4I{gr lrNi".3(SEliri';. H903t iEttt56NG4i�55 Et71i�(LPi3y,S769Si'�"..El'i61'6:n.fna. d3Fgs pare!ns«isretuirn[fa in3FYtsi,�,neuritCC; ai4t �tSt�l.atria©,r£tiSnnuSlMlehren[[>rs:3�sese 34ned3s3e'4-0,a31r
4i:'tMtruaJn rh4Faes;legsKMfx lgi tah3ttel lst4'Sst.ri sEeli3en¢:.e,SPtEattp igi3enj^+3 nLnaerlGPnaeussaaauptca�r<pt, ehss:ceal:zpimrlar;ni:f>rilC{ru inies!ptt?frtsi3�elsMr isp6�M;apt[i6atr,aln lPt l.'.ke(SsrpF ntx;;ptiu 6sY,81^p(!.rcF, sxh4GlrAnthony T. Tonbo III, P.E.
zdt3e�'661nFFfaurEr7EaPt3asrt7ttti drf tS:Gun,43G uls a3txa}u+t{etlas4e &cka573s ieNta rAdt'ai1 �3t Mtst tStiv:dts"iie{t3Stut;r4l inq{mrtlrlkelEgnirx``iddse l9t HatF,:at itgLxdtap,s2nlyislel ;3aaiErecap ilvGlaTaetxiptsu5i d ?.(' 80083
' '�4litfUj �ai[{eSttidr@eih! dQl ti StFnfi➢ttang�ra;pfLYii34i{Ai�.g6t3GE(Xtl�.'krd yrlLlAP'$d2}rbHEiASEjESr t13L�{I Jtr#($rl±ttt(El!1!!S!d{SrrlFCltr£id2kT. rEr-i Vn[F41 ,[at! N3C EGji0it3 n1'eR34.W�. dlrWt(ai4tf3f '.
e to �scun tt(erasrs gnl l a nxiusllr wrua3F cn3f teens a ; try Kxs3 rt t: a 3isr;rs.n r, 3 rn nFEE r dmtett{, l aladmes3n utz rtt nit. 4451 St. tude Blvd.
[opyrigS:lG:iOidA-linetlttsces-Amkaeyl.lemEelB,P.E, taprodeti;enoi0itdaramao!.inenyrm,isptahi6ittd.adan3the aritstapermizsianlrnmA-]tnoilrccus-AaiCeeyl.InmEn[Ile P.L Fort Pierce, Fl. 34946
Job
Truss
Truss Type
Qty
Ply
A0225359
XCAS6519C
PB01
VALLEY
I
1
Jab Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:43 2017 Page 1
I D:P U4MzygZ_tyuGVhn M d h2Z PyH?LO-NJ7u HJ PLkEj FVaJ B9 CldpJS_tONxIoV6LPx WABzVTs
1-2-4 i 6-5-8 i7-3-1$8-2-0f 22-M _ _ -
5-3-4 -10 -10-4 14-7-6
3x4 =
10.00 12
7.00 F12
4x4 4x4 = 4
M..9G
3x3 II
16 15 14 13 12 11 10 9
3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.51
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.27
Vert(TL)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.19
Horz(TL)
0.00 18
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-R
Weight: 87 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
17= 59(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s)
16,13 except 12=-190(LC 13), 10=-263(LC
13), 15=-258(LC 12), 14=-162(LC 12).
9=-107(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
16, 13, 9 except 12=410(LC 1),
10=569(LC 1), 15=361(LC 19), 14=383(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
6-12=-321/369,7-10=-4421507,
2-15=-285/362,3-14=-297/330
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=24ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-1-12 to 6-5-8,
Exterior(2) 6-5-8 to 7-3-12, Comer(3) 7-3-12 to 8-2-0
zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water ponding.
4) All plates are 1.5x4 MT20 unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Gable requires continuous bottom chord bearing.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
9) Bearing at joint(s) 17,18, 16, 9 considers parallel to
grain value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 16, 13 except at=lb) 12=190, 10=263, 15=258,
14=162,9=107.
11) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 12, 10, 15,
13, 14.
LOAD CASE(S)
Standard
. ... - i(tfiFJ•fln5t�tflfdrldir(6!'d•I r�JrnOS��if�'yrfBld3t�:r�ErfiRTd731 tEi1gb fE7!rt`Idi��ctGt?7�1�dfGL tff�r dlSjirwRf4lSt�iFf{l�±!q �9 iiF19 G!�p0.':TIRRrfIGr"LSd<s.l itfiittt.ilGk rll.rf.tf(C.f6tf iirflttitlf51. r9£ii t�SFYf!9".td9f'�!iGGrn�r
s;'ftuue;hrpMhs:h3lsn!dfnkrdGikNm5161tr+ssgn�7s&{bmy y!prGsopimee jRa se#nedlG3rfpttsrz:nsuphwsRfxekvu !grxeniyr�lw3iu7kfnte9ip9!Ge siebbns dgiarlea&eiSGrth,afn RN.:irkupFas xsrs�:.b eresxd sn,uMia; Anthony T. Tonlbo I11, P.E.
sirud611Gatsfxartd€agudnnqutl6eirydtltOsxa,R:Cretfsfr",xfiru'gWu6e tivr3nhta,u5rrsdeildHs6(,3e fU'¢dd!6:dlr:£mps+R sdldlL liteiPelddOet;AW nrVride.er G.tin;L+e*uds�i•stciFte,i!hWrosd4sap,lMu'I ra espteAeird y80083
' 3!ra%u;h:,,cnd4mEafnssdManrraassi?rraT�,satg:#Lnd!ktwlujte�urk6'�c�nllagpdum�dlyt%nd5!ts rrr fef�sexrdlarrac,i;naw'e. inl dtpr-s 2en;yn.is�;anddt esd&era9sPesix:rran Qvsrs[r`usratFressltcdsdnx.nlnc 4451 St. Luba Blvd.
s$nelsrArmfd45nCe�rpa'erlgn 0e'tacgMeCyaSfsslshrL ;let nsGest}+6t3w.. is h5 kf hi'iudtAry x r.rss:n!farq€nrxdm ka iict, 2: ¢{Yu'aedb�e:me: d:`:eedit IrN. Fort PiP10E, FL 34946
(opysigHQ2916A-1Redifesses-Amtrecyi.inmtn111,P.E Rep!oduftionoit6isdammeei,isaaytc!c,fspm6i6i!rd+16ne116exsireaptrmissieotfomA-tRnntireeses-Amhenyi.irmbeIII,P.E
Job
Truss
Truss Type
city
Ply
XCAS6519C
PB02
VALLEY
1
1
A0225360
JJob
Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:44 2017 Page 1
ID:PU4MzygZ_tyuGVhnMdh2ZPyH7LO-sWhHUfOzUYr67ktNjwpsMX_5OojFUG1 Fa3g4iazVTjr
3-2-4 21-1-4 22-9-6
3-2 4 17-11-0 1-8-2
3x3
15
7.00 F12
14
2x4 =
3x4 =
1.5x4 II
13
1.5x4 II
1.5x4 11
3x4 =
A
12
1.5x4 II
1.5x4 II
11 10
3x4 = 1.5x4 11
3x4 =
9
3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.72
Vert(LL)
n/a
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.26
Vert(TL)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.18
Horz(TL)
0.02 9
n/a
n/a
BCDL 10.0
Code FBC20141TP12007
Matrix-R
Weight: 87 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
15= 80(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s)
14, 9 except 12=-239(LC 8), 10=-248(LC
8), 13=-259(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
except 14=267(LC 1), 12=476(LC 20),
10=515(LC 20), 13=520(LC 19), 9=272(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-14=-274/221
WEBS
5-12=-372/420, 6-10=-401/446,
3-13=-398/462
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-1-12 to 3-2A,
Exterior(2) 3-2-4 to 22-7-10 zone;C-C for members and
forces S MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenf with any other live
loads.
7) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Bearing at joint(s) 15, 16, 14, 9 considers parallel to
grain value using ANSI/fPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 14, 9 except Qt=lb) 12=239, 10=248, 13=259.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 12, 10, 13.
LOAD CASE(S)
Standard
QRSig•r(Patru'rRyat'l!!h.gt�ll rQ�tTfQ)Sa�$I((..yQ�I(Tf(T(t!1:3(RfySrk�l$(C�Tg(li^y7i(rjrrSr$ "IGO, tall "Pi}(RSSHSiIf TitiiftSDE�PSIIEI rFhEgl.?16k N,T�.ItfNeiR S9MFtiMl11R C&E5102SSitUe lk"diY`tfGD, Pt{j
!1i`:efamt:hij,C tSs kesPdhiSND bNffi�, 1. sT't s:ut�EelR}a(.4�t£dryrQztuAn}seY,ft s�lRRmrest{msuplwsalieyeh};irmte�}rehr;esEroi;ilyht ru£esiyto(3afegisLassia2ideEmlf[fiDx!(,eNn 1TtJ, ihrM;tT¢n}�zy Js};}t rce£d:�ys IePi:M Antony T. TO@bo III, P.E.
zbv{tHhtntslawtLzttrppesn tt;dury2tk5Fa!,d}Cyvl}d ntdr(eel«G}rx a3Ret ,b5e!msWs; dea�#tQ;cla}4rd lx ZuitFlesdlfld. T3to1(*e�tlSlStl AaiFgaxllsedle!taf>EhISaL}tshnre,Mhrm'asadYrasgtkfU®nvunt8E7rae ' #80083 2ttuiegEP}l,2^p!(itaif.JL=DSii{St1NS➢rFIT:Dm£631SRit3tQ(r:t$t.'il!}yQe(a(. (! -}g�j ( ryya aQ(t5}jj jrittp($!�if[elttJll('i(RriY3-yAr9:R tri�:f(6!} fttflfF51%iF1S6rlY:ItSS��.[tiSSDtk�fl�rnnD;c�nt[r }r{rtsResgcaxaner, (s}s 4451St. Lucie Blvd,
e3s!risedPE}ela(F(eGx�ag:<lget 6xrtngh }cro5rskro!!ri 11lLrssDestp&� u tlR, d: prfl[gRsslgex,u TRS}SiAi9FF,hlYdHS ly"eP.(, fQtigA; 3t{h�C it1 iS r::ddCFSI6I. Ccpy}igi(�SB16A-1Raanrnsses-Anl6esyl.lamboltf,P.E,iepradurronai11%datamat,inany rarm,ispmAibittdwitbaallbe-rirwpermiss hemklfadimtses-Avlbaayl,latballl:p,E Fort Pierce, fl 34946
Job
Truss
Truss Type
Qty Ply
A0225361
XCAS6519C
PB03
VALLEY
1 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s. Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:44 2017 Page 1
I D: PU4MzygZ_tyuGVh nMd h2ZPyH?LO-sW h H UfQzUYr67ktNjwpsMX_56oj RUGBFa3g4iazV Tji
5-2-4 19-1-4 22-9-6
7 nn f1 9
3x3
14
3x4 =
3x6 II
1.5x4 II
1.5x4 II 3x4 =
13 12 11 10 9
3x4 = 1.5x4 11 1.5x4 11 3x4 = 1.5x4 11
LOADING
SPACING-
2-0-0
CSI.
DEFL.
in floc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.74
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.32
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.17
Horz(TL)
0.03 8
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-R
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
14= 134(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s)
except 13=-112(LC 13). 11=-267(LC 8),
9=-237(LC 8), 12=-280(LC 9), 8=-148(LC
13)
Max Grav
All reactions 250 lb or less at joint(s)
except 13=279(LC 1), 11=603(LC 22),
9=612(LC 22), 12=535(LC 21). 8=278(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-13=-350/259, 2-3=-266/258,
3-4=-266/258, 4-5=-266/258,
5-6=-266/258, 6-7=-278/225,
7-8=-343/272
WEBS
4-11=-383/434, 5-9=-395/399,
3-12=-393/409
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-1-12 to 5-2-4,
Exterior(2) 5-2-4 to 22-7-10 zone;C-C for members,
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.0psf.
8) Bearing at joint(s) 14, 15, 13, 8 considers parallel to
grain value using ANSIfTPI 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 112 lb uplift at
joint 13, 267 lb uplift at joint 11, 237 lb uplift at joint 9,
280 lb uplift at joint 12 and 148 lb uplift at joint B.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 11, 9, 12.
LOAD CASE(S)
Standard
16 8
2x4 =
PLATES GRIP
MT20 244/190
Weight: 94 lb FT = 0%
Gsts€;•puse:etr+,`3!mhtdt'CI par1E05a(SEt((t";(Fk72€€R161(CSili}:l6 tk77BN.r:B:U'iSCSK9Si him tallhcatsexewc2ltstak:st his imsC:dirtEaeaiyilPF,nlifa:lt4t€±1.:'ta?tlC,ri.Ulretct 4leetTeton nt(arctdoueval¢4t Td,¢eJ
$i;eF:at pYts sklkn d4dGe l@Fait nfii.; eGen ci�fgredn{ty edlry5; zrtry4esrineglF9rrrtusc¢xupaadtst><eh:uulmgnenw;:tspas itet�Wlcs�ad6esi:lisLrn itgAtdmest l30ettE,nr:i lNL':trdsu;an€xa7raes,aw�el tnci¢s,srLl.t; Anthony T. Tombo IIi, P.E.
glen t!nxirentx¢rLC(apu rc,reasal'ara'tY� n.eh-Gaetls u'.enaxdapv!¢6e kJu;Cestpu,ate aEzdmtk4r, e:¢e tulanliadyaa¢E EFI Inctptedti WOW o1fidin,O ON dal, Ntes(teAr.4DII ?80083
' iel-xa7.[:greexs(adatL aiz7€€eten¢liti:¢((Ypk1(n6ir�1:ti1t}PR4i4A10;(1^�d1t61:5'1 �.Yi.'�1Y($(, .tiikl{t°P:nlRJtn tthttter-+dfalndsliadme rr9-1 scd®eslend;o-a:tzdn nikms a'1'st FacsCesi sy Inv on4v'a 44515t, Lucie Blvd,
o3nxtiebrn.l iliCw"xtla;nlgna+aaiylxeC;tY,inhsehr4 iE:toss ics�p�&i'nn'k AS ltkrfls{:7A,9�",a TnsfS5slem Ftpuee(tl¢ridtty. L`¢1a _12d'tic�¢c¢1tAaInIPLI. Fort Pierce, FL 34946
Copytidlt idid A-i toolitesses-Arlbseyi.lombolll,F.F, tepnidudion d thisdammeor,in any Lsm, is prohibitedQhao3 the ssriCeo petmhvitonimmA-1 toot Trines-Antbuyl. Tomb III: F.E
Job
Truss
Truss Type Qty
Ply
XCAS6519C
PB04
VALLEY 1
1
]Job
A0225362
Reference (optional)
russes, For L rionz, FL wavo, uesrynLa i auss.com nun: 8.020 s Aug 3i 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:45 2017 Page 1
I D: PU4Mzyg2 _NuG Vh n Md h2ZPyH?LO-KiEfi_QcFrzzl uSaGdK5 u kXDsCO HDhTPpjQdEOzVTjq
7-24 17-14 22-9-6
7-24_ 9-11-0 5-8-2
4x4: 1.5x4 II
1.5x4 II 3x4 ZZ
___� 1.5x411 3 4 5r
12
1.5x4 II
11 10 9
1.5x4 i l 3x4 ==: 1.5x4 11
16 8
2x4 ,
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.47
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr YES
WB 0.23
Horz(TL)
0.04 8
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-R
Weight: 99 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
14= 188(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s)
except 13=-146(LC 13), 11=-252(LC 8),
9=-195(LC 8), 12=-293(LC 9), 8=-182(LC
13)
Max Grav
All reactions 250 lb or less at joint(s)
except 13=270(LC 1), 11=593(LC 21),
9=599(LC 22), 12=549(LC 21), 8=283(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-13=-372/284, 2-3=-390/395,
3-4=-338/351, 4-5=-338/351,
5-6=-338/351, 6-7=-301/258,
7-8=-410/327
WEBS
4-11=-378/368, 5-9=-376/352,
2-12=-496/427
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf-,
h=26ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-1-12 to 7-2-4,
Exterior(2) 7-2-4 to 22-7-10 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
8) Bearing at joint(s) 14, 15, 13, 8 considers parallel to
grain value using ANSI/iPI 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 146 lb uplift at
joint 13, 252 lb uplift at joint 11, 195 lb uplift at joint 9,
293 lb uplift at joint 12 and 182 Its uplift at joint 8.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 11, 9, 12.
LOAD CASE(S)
Standard
rrmss.m,:[�!rr,aprei!.a!•tu»:n>fs;at'�uu1tatittilw:irolcrgsstniex{��!ln.nloa;:xuar•era, r,rd; trs�iz:da:darat[a:tar>,;nnga�,a3a,pc:;atn,:,ra:a;t!,�is,u.u!na::sa[dt!re;[a[, n„:��:.�! atlas:il�,ay
Udel:,uelr ict,s slc t, tfdlnr,rl6ides,ndl. t,Thn t gt:,Q,ttr$t,4peaAp rLFerv;.»„td,a,gipprtpt!x„:az;ept,s,ep[p:deasx,l �teuRpr[yyL:+ICSM tit611„ tti,sisi 11[m lttadmis, U0.1r, ain IN 1, iirCs,rt, aucpexl, I,N.zp;att` t*letup Anthony
T. Torn;bo 111, P.E.
sd,adWtt anfaa.Esatnpnaerpa-twtpdi4,,+xted!C+after;r<igWnflni::Fa}itipa,uG�ts cdatkUC,St 6taid!ludlzsl!p:dltbiHl. titgtn;tldtltl',aaiai 9eHrtd e'.rc;imviu;L�3�aycxq�iNl ar 5:aurf6!Ekerx[!tps ttLlpd - 60083
44515t. Lucie Blvd,
i
it tu`:tiegCt yaeulfactltf r.lgsr!ssdMaft,frgatb!prlus¢t5u!!Sas t!fa kdta;G.paetk§'ipue:sitn4}{skliLSa{krtPlalSSUmrdiatuhilatnlp}idaa;a ir7t7r'¢ss#[req,ri3:kn es!#tiesdt:einss ges: .[;Inn Pes t;,e:erat rtr.Id:adedna,xJass
,aet�inCtrrssltp,t,:.,dupredgabxrmrphd;puttesaralr�n:tnLas�Ee;oar:us7!dt hbirpa;ip�,ceinss;r�hwtir�e[sdegl rup_i r��ndtt:c:mat�s!'sutL Upyrigh021)16A-lioonressrs-Anl6anyt.tomEelll,P,L i•.pmdudiendibisdommeat.inanptarm, ispm6ibited-afiaufthewdttenperm%sionhomA-lteoitmsset-Anthelrl,larioI11,P1 Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225363
XCAS6519C
PB05
VALLEY
1
1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:46 2017 Page 1
ID:PU4Mzyg4_tyuGVhnMdh2ZPyH?LO-ouolvKRE095gM21mgKrKRy4NjbNyy86Y1N9AnSzvrjp
6-5-12 17-9-12 22-9 6
6-5-12 11-4-0 4-11-10
13
44
4x6 1.5x4 11
1.5x4 I I 1.Sx4 11 3x4 =
__ o q in 4 n 5 t:
12 11 10 9
1.5x4 II 1.5x4 11 3x4 _ 1.5x4 it
18 8
2x4
LOADING (psf) i
SPACING-
2-0-0
1 CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.92
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.44
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.20
Horz(TL)
0.04 8
n/a
n/a
BCDL 10.0
Code FBC2014/fP12007
Matrix-R
Weight: 97 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
14= 169(LC 9)
Max Uplift
All uplift 100 lb or less at joint(s)
except 13=-139(LC 13), 11=-264(LC 8),
9=-213(LC 8), 12=-284(LC 9), 8=-173(LC
13)
Max Grav
All reactions 250 lb or less at joint(s)
except 13=274(LC 1), 11=598(LC 22),
9=61 O(LC 22), 12=541(LC 21), 8=276(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-13=-376/282, 2-3=-367/379,
3-16=-315/317, 4-16=-315/317,
4-17=-315/317, 5-17=-315/317,
5-6=-315/317, 6-7=-297/245,
7-8=-389/305
WEBS
4-11=-382/411, 5-9=-390/341,
2-12=-433/407
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=26ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-1-12 to 16-0-9,
Interior(1) 16-0-9 to 17-9-12, Extedor(2) 17-9-12 to
22-7-10 zone;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
8) Bearing at joint(s)14, 15, 13, 8 considers parallel to
grain value using ANSI/TPI 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 139 lb uplift at
joint 13, 264 lb uplift at joint 11, 213 lb uplift at joint 9,
284 lb uplift at joint 12 and 173 lb uplift at joint 8.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 11, 9, 12.
LOAD CASE(S)
Standard
6trit •%etst&trxiU rnNrtlt'Llr=irll03S5rstlltr''ETrfistiit4lttDb"It'�15[fltAf7 iltltl "c50rt: s"6a:Nf"hru, rrr ft ee:xe�seinde kse: eYf'smf Call e' ItOC;WSr ie tewt. Ser»0,}t.kfe;eeu fheelltiarc tu. rsr i
crAfs usae-1 EG,tsl Y r • ^ f ^+ �-- �f TR t i �i Y
utriar�e�uirtsKteuauriob ,Ntt:vtrs:rap, rol:.ys}airygbrurf:taflattatutrn a>yr,mee t::wy�eu:raf�f; turflte:t,abtsiiaten,i�admmttwary,u�tet}is.idtts.ge:s pu�.utrocflatayxs,tr Anthony T.Tornbo1i1,P.E.
aitted6lsinssL•tes.G3fyb n;}ncri c,+.�PaC xes,tl:0.xdst: utifi!dttee riifsp7tupn,bikta�zilatla t;alttE.ts#ditadla�v;af'_"riiFi i. tit yfrtsdu'det:9tri tn('rct3aud irvsLbaSiiy4x6uysn¢ie,aus[msextdreajfk¢Gle Ears .ii 7fd #80083
' t{.:{IPi+PiEpStflftfabtFlf.%N9TAiSdN}bidli:�JHtb4jfiD'#S4fii:tii°UticrMt59itSirOC f:;'fiSMTen!$(�Qj}It�iii�l}in[Lti Nl�rf!$41{11iS4Cdf1:W(a,ini:£?tErS}fit3ifi:tTdYfiOSttAtfltileistfSNtfip!t�i4iSlQik:tti{tFfftf{in£9L9R{tQ913.{4ltii 4451SF Lucie Blvd.
:Sn.bt Ahtrizfc(t.^.,MaNettr�sabxumtireC}vtieszscheL 2t};ne0esi&3!u.UNO': it Rriur nstgaa�,ce TnssintmfEpz<aelai 6etixi, l;ttinnxd,a�:mutatdnlfL4 Fort Pierce, FL 34946
Coprrir61g:401AA-INoaflrnssa-Aat6eeyl.lom6oll;,P.l hprobtiondthis dommm,inGnYNT,4ptaybited.96oan60writenpermissioofromA-1Roof Trosses-Anftayt.lodoifl,P.E
Job
Truss
Truss Type
qty
Ply
XCAS6519C
PB06
VALLEY
1
1
A0225364
Job Reference (optional)
3x3 i
+U6b1U11L�.— uuas.wni mun: 8.020 s Aug a r 20i6 Print: t$.UZU s Aug 31 2U16 Mi I ek Industries, Inc. Fri Mar 31 09:13:47 2017 Page 1
3x4 = 1.5x4 11 1.5x4 11
7.00 12 2 3 16 4 T2 17
1.5x4 II 3x4 =
5 6
/
�3 3x
T /
�Y�
\, 7
i
i vy
J1
i
i
I
ii
Di\{{ v:C+l t:
�:f�<�'�:?}'yFi(vi:�:'•'�v':::- i.Lvv?i:::'::::•:ti::ri.:i iv.. .
.: n•.�:::w4:• J:�%:.i::: r::i .:b:::i+w•.:.. r?'F.:i[:v±.:.....: ry-:::>. :..'IMLFri•; ui:F:hi:+y: iwi::��.: M• . :.:4J:v�.' u:r:A...:.....vv.... R..u....n.:..:. F.:y: :.:Fn..a::4: A;.i,r.::•.in:4:;:!i,F
13 12 11 10 9 18 8
3x4 = 1.5x4 11 1.5x4 II 3x4 = 1.5x4 11 3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.32
Vert(TL)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(TL)
0.03 8
n/a
n/a
BCDL 10.0
Code FBC2014/rP12007
Matrix-R
Weight: 91 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
14=115(LC 9)
Max Uplift
All uplift 100 lb or less at
except 13=-101(LC 12), 11=-259(LC 8).
9=-244(LC 8), 12=-276(LC 9), 8=-131(LC
13)
Max Grav
All reactions 250 lb or less at
except 13=277(LC 1), 11=601(LC 22),
9=613(LC 22), 12=536(LC 21), 8=279(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-13=-323/239, 6-7=-261/212,
7-8=-311/250
WEBS
4-11=-380/422, 5-9=-396/413,
3-12=-397/436
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-1-12 to 14-0-9,
Interior(1) 14-0-9 to 19-9-12, Exterior(2) 19-9-12 to
22-7-10 zone;C-C for members and forces 8r MWFRS
for reactions shown; Lumber DOL1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
I O.Opsf.
8) Bearing at joint(s) 14, 15, 13,8 considers parallel to
grain value using ANSI/TPI 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 101 lb uplift at
joint 13, 259 lb uplift atjoint 11, 244 lb uplift atjoint 9,
276 lb uplift atjoint 12 and 131 lb uplift atjoint 8.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at 11, 9, 12.
LOAD CASE(S)
Standard
israr.rlerse�snr�4,+rck�tle'!-1f35rTID51�,^Sttlri"y EHt1s[r t416N84i 15 [Efle4iEI?Q')SD,%OAiS6Y 'teia, htdrhsu rccafsrseinrsfasatic inssC:ilpE+c tyisCP e{tlewi.T.hexq,riU!nnnfkaEerere nr. G>"snrmcm nzdrste s[O,ttlr
Wtsiaun]n •rs sseHndtaGslESuNn63. brT?n:eUp&,ieeni.'•l et*ewa ei-eft1daN conk,.(.fill. ilesupX"ss. Wiq sei ess,ss7:3i i;
ziturtBlt mYnrxu.tstt te!.+ra essBEnrxiiefau;aec vfsm3uud .dnaa° )rs mcur,aan: Arut, ¢;utastuJs Anthony T.'Tombo I11, RE,
' w I n bn alarats SntLTcgpt,daust awrn nrtd�:nsei, nsrp;i ��nse>e tcrsearntesrx 80083
tern`.air=ea,�co:lkeusectbm;sawmtl.g3ae�rn:v,srdµkues!>mtatausprrS'.'ttteani(SCgiLst;dErtNaSSt;Amseh�ucFhrp:rdpitun.pt'drerstansrer.a�arouttr'sst�rtass2u.�,trssAr€ntrswat-nnu ,anu.�less 44515t.Lucie Blvd.
ass,mated§tstrczas�eeasser�.,�srtree+mesxrrna€trtnsfrupti�xi:ra.srprwr:rsmx.m6 sssvre!i�senstastmlur t;rcpra;zdx:c:mszt>`,ntnsru UpYri4atQ2016A-tiooltresses-Ans4eayt.lemaoIII,P,E ieproductond1hisdomatos,inCOYI'a,isprobi5itedQbaelthewdreepernisshnSomA-1Redimssts-Anihecy1.innbolil,P.F. Fort Pierce, FL 3=946
Job
Truss
Truss Type
Qty
Ply
A0225365
XCAS6519C
PB07
VALLEY
1
1
Job Reference (optional)
All Roof Trusses, Fort Pierce, FL 34946, design(Nal truss.com Kun: u.uzu s Aug 01 zulo rnni: ts.u/us Aug a i zu io Mi i ex innustnes, inc. rn mar a i ut ss:vi zu i i raye r
ID:PU4Mzyg2_t GVhnMdh2ZPyH?LO-G5MP7gSsnTDh_Ccy02MZz9cgN?mrhepiG1vkJvzVTjo
2-5-12 21-9-12 22
2-5-12 19-4-0 -11-1
7.00 V2 4x4 =
3x4 =
4x4 =
16 15 14 13 12 11 10 9
3x4 =
z4-12
21-9-12
22-9-8
a2-5-1a
lsao
olT21
0-3-8
LOADING(psf)
SPACING-
2-0-0
CSI_
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.41
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.21
Vert(TL)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.17
Horz(TL)
-0.01 9
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-R
Weight: 93 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 9-10.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
17= 66(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
16, 9 except 13=-228(LC 9), 11=-236(LC
9), 14=-209(LC 8), 15=-123(LC 9),
10=-158(LC 8)
Max Grav
All reactions 250 lb or less at joint(s)
16, 15, 9 except 13=495(LC 1),
11=493(LC 19), 14=432(LC 20),
10=327(LC 20)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
5-13=-383/414, 6-11=-389/454,
3-14=-340/391
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=24ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS
(envelope) and C-C Exterior(2) 0-1-12 to 12-0-9,
Interior(1) 12-0-9 to 21-9-12, Exterior(2) 21-9-12 to
22-7-10 zone;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.25 plate grip
DOL=1.25
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 1.5x4 MT20 unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Gable requires continuous bottom chord bearing.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
9) Bearing at joint(s) 17, 18, 16, 9 considers parallel to
grain value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 16, 9 except (jt=lb) 13=228, 11=236, 14=209,
15=123, 10=158.
11) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 13, 11, 14,
15, 10.
LOAD CASE(S)
Standard
t
YEaru;ir�ednxewmultr�venta;n;pmtatCttatheftss6dnr+n;kla,ni�tvlmuctloat;,afnnmt. EEra;�rrau�xh< ;tee-�s,s>rr�: Anthony T.Tomboll-I P.E.
mdnr Oil', 1-109 z 6t,r'
urt iftyB a;Fuses!stSeBseu,6tCwlsoe5udtyiladslrts;Pn,�a,G[urlA.0Kai 3 80083
neU.dla"l+v;a?trbifi E.lnrslpnsdndrt:PrN 7ae11 ,tdPa hestat'siir)4�Gs;,fieyya9d*3aeedira++gskcGls 6eas�t.i:Lird4451itLucieBlvd,
Fort Pierce, FL 34946
CopyrigtttZi818A-1Raatlrsses-AnEPeey/.lomEolC,P.Ebprodut6aoiSSisda(mall,inanyroto,ispmhibitedQhultierrit!eopermississfromkileoiinsses-AalEeeyl.Tac5oi101
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
PB08
Valley
1
1
A0225366
Job Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:48 2017 Page 1
I D: PU4 MzygZ_tyuGVhn Mdh2ZPyH? LO-k Hwn KOTUYmLYeM B9yluoW N9rhP3xQ3G rVhe H rLzVTjn
Ors 12 22-9-6
0-5 2 22-3-10
3x8 MT20HS= 1.5x4 II
1 15 2
I�
13
12 16 11 10
3x6 = 1.50 11 3x4 '-
1.5x4 11
9
1.5x4 11
3x4 =
17
1.5x4 II
8
1.5x4 li
3x3 II
18 7
1.5x4 =
LOADING
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.44
Vert(LL)
n/a -
n/a
999
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.41
Vert(TL)
n/a -
n/a
999
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.16
Horz(TL)
0.01 7
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
Matrix-R
Weight: 79 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2 `Except*
W2: 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. All bearings 22-9-6.
(lb) - Max Horz
13= -99(LC 10)
Max Uplift
All uplift 100 lb or less at joint(s)
except 9=-211(LC 8), 8=-263(LC 8),
11=-266(LC 9), 12=-114(LC 8),
7=-117(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
except 9=452(LC 1), 8=551(LC 1),
11=545(LC 1), 12=330(LC 23).7=331(LC
27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-9=-351/336, 5-8=430/417,
2-11 =-424/41 8
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0A8; MWFRS
(envelope) and C-C Exterior(2) 0-2-12 to 3-6-6,
Interior(1) 3-6-6 to 22-7-10 zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Bearing at joint(s) 13, 14. 12, 7 considers parallel to
grain value using ANSI/TPI 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 211 lb uplift at
joint 9, 263 lb uplift at joint 8, 266 lb uplift at joint 11.
114 lb uplift at joint 12 and 117 lb uplift at joint 7.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 9, 8, 11.
11) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
IIuayFlmeht>r`,.1T mits6i'td tJa Tt>BSUCiFl1TyF3*Jrt1tWt(P Ii >StE71F4(i1!njt260Ai?C6#iM1"km, rti le�ptnw^ex�saircdwtnaR9innH99i9En+criitE,d�StSdsenl.h�s¢tEb'.ctw Atdtdenes9. was r;nxin dcci n3:'t0,atr
Ifthi UWXII.fr. Of t9w4f. fit 104 N nii t;tlbrit:i�t9�4lUth t,T(t[YItJ;�iytd'}#919L tt[.7TIiQrtYfiiS:tlT.SpSP'�4'lll iFtti:Cttt!1�491t415Ht3R3ItCt 1p6tt4ktitt�t 4ii�19TIR1[gLtt�g4t ErORI[Rlft M4. e41GJt9i9ts+6$t11>o'r1 K^E`tt}Ss7E4u7r Anthony T. Totilbo tIT P.E.
' r9auddbrnnM9srp18aiumr{n:#i'inaQ9txv,Cne(rtGw'vdryWnSeit_Cnt7Gliyta,utltlasstd�k:[;Ca6Cta2eludla;LyetteriniLfugrmdddtl JalutSttl td31':n9L�titutSs3:tt.Coat9,3!4r2usdtmeptk981GWt9gaesti'3rd 1da;bM%S # 80Q$3 #9Ed#i9r_eu*.tan!(�ebtcYenuts sflt#st:er7WGrrnSus¢lgxiki9e9 at(uteNmlbe�irdSd:S Id,?i' 4inttl Sttrmru`�aidhtrrnl�.itnn, tt4! fas, 3tNsp Uds nqu;Y° <:u!}FntfEtEnssinipv.ttm Et�-etat?nss ueains .
tuai:9b4ei¢jt( atzpettg9nbn34rErd;rmssiN.iL1tltnsrtdCt&¢mxuY5.#ttutLiEt99s,er+alpimhomday detixr,;;�itxstdx»:maied4lR 44,1St. Lucie Blvd,
• Fort Pierce, FL 34946
Ceprrig5t2t 2016A-I RoatLastts-Rni&aapl.lomEa III, P.E, iep9odadion 0115ir dammam.iaany fe9n>is pra43BeE.A6oanhe wrirenpermissisabnm A-3taattrerses-Aat6¢eyl.tarla lll: P.E
Job
Truss
Truss Type
Qty Ply
A0225367
XCAS6519C
PB10
Piggyback
1 1
Job Reference (optional)
Roof Trusses, Fort Pierce, FL 3494b, aes!gnLanruss.com rcun: o.UZU s Huy O , cu , o runt. o.t au a Huy a , U , U .— , ,, ,.:a, : r , �y
I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-CTUAYMU6J4TODVmLVTPl3aixxpO99V6JLOrNnzVTjm
1-10-7 7-10-3 13-9-15
1-10-7 5-11-12 5-11-12
7.00 12 4x4 =
1.5x4 11
3x3 11
3
--
10
4
5
_..............................._.... _.__.........
. ................... — ..._.._...... --........
—.......
..........
_—.... --..................
........ __..__
..........................................................
_.—_.... _.............
.y 1 - "
W ! I a
—_.._—.__._._...._.. — 7
81
9 6
11 8
12
7
13
6
3x4 = 1.5x4 ;
1.5x4 II
1.5x4
1-10-7
7-10-3
13-6-7
1q-9-15
1_10-7
5-11-12
5-8-4
0-3 8
Plate Offsets (X Y)— [3'0-240-2-4] [6'0-2-0 0-1-121
LOADING(psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.73
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.41
Vert(TL)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.25
Horz(TL)
0.01 9
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-S
Weight: 42 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 13-9-15.
(lb) - Max Horz
1= 58(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
1 except 9=-102(LC 9), 2=-212(LC 20),
8=-117(LC 9), 7=-290(LC 8)
Max Grav
All reactions 250 lb or less at joint(s)
1, 2 except 9=324(LC 25), 8=458(LC 20),
7=606(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
6-9=-324/203
WEBS
3-8=-208/392, 4-7=475/655
NOTES-
1) Wind: ASIDE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-3-8 to 5-2-1, Exterior(2)
5-2-1 to 13-8-3 zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.25 plate
grip DOL=1.25
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8)' This truss has been designed for a live 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) Bearing at joint(s) 9 considers parallel to grain value
using ANSUTPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1 except at --lb) 9=102, 2=212, 8=117, 7=290.
11) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2, 8, 7.
12) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
13) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
Standard
" � q.fletsv�r«;S7«*in&a4lf7lUtRs:>(StiSU'}ftiiAlt'tt456WMTt7>Stfl7Aq{'W!irj}3M)M1:i:6st:%1`hfa. terf!Iciga pnr..E;E!t�t,eslrlEsalts;nts F:si}E;�sk}fIG`6;W&e 3tlScn,1.!eaie 47,ti.htr.Eeu SlrgFrhn nE. l�tu �srse c�efw3z it-0,rt(!
Ujlei eearJx}S;:Es sla EtafEf!p tt100 a!!«5t I5t1'e:tie:i}!e}ietC{`!1ySlQ[Sfl('3ji«ll�Qe:eKEe PoJ7CPttNIlYC:C�€Uptit'6GRl Flfti:126IeC�fel�h}.tf(MY:N'ffe he4ttiPe(6et&{iitln3ltli:ttf3htr DR((•JfeEE!F!f.eit(t4,}i9t'a4n}+�+`.!itet}R.(:rty tJleS'FM Anthony T. Tonsbo 11r, P.E.
rAreeaMh fnnL•ru,•D!!u}0ttres}«ril ar-«'ta9,t«E,teCaseftcrx+au't}M«CE 6s.Cs}7airrn,iarx �erts'.lt:lt,ke6.ata.radla:6e}Ethr0111.lu'pods+IStl,6atsE}ieU a dka lnsf,:nat}mat s2rc}gs!mrJnrsih«. {tkGlshee:sgee.iS'3}s "80083
' kvGi'FnrDesyap ssf&ebaar.l9s>assmwtatvlOOatfalEn'1.es¢£lnf:°aesS6cleitu}ftaya¢.'S^r>.'!'I ,s�ui6iµttifr!St}U!«6Sl:F nt rrfitetelf«}nncElryfns,ii;VAl'Nl')te,:'dtEufA, ll Ott Ill z'070,fail D;tv bluouf`4451 St. Lucie Blvd,
ektnrse tvEt7ji(tz~aasJEd�Estxrfb}!!eC}&",itsseei!tf. tlei:nz6Esipfap«z;fsd018t twiufuil}ac,«ras!}fstegFE;iers alaJleEsia}, A;1a!ikaefhasmssh:aefa!tN. Fort Piece, FL 34946
tiapyriiih!2016A-I&aofTrusses•Amhaayl.lamboill,P.Ei^pmda4iaaaffhisdammeat}aanyfasm,isprohibited.0haelihendeeapermissiaalmmA-Itaalinues-Amheayl.TreatIII:FE
Job
Truss
Truss Type
Oty
ply
XCAS6519C
VM02
Valley
4
1
A0225368
Job Reference (optics
DO, ,Liam , u, t _ , Fu r uu u' isuss.wm nun: 8.020 s Aug st Zuib Pfim: 6.UZU s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:49 2017 Page 1
I D:P U4MzygZ_tyuGVhnMd h2ZPyH? LO-CTUAYM U6J4TOD Vm LVTP 13ai5Ap U D9Y?J LOrN nzVTjm
2-0-0
2-0-0
v
a
0
7nnR-9 2
3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.08
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.02
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00 2
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-P
Weight: 5 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
1 =
66/1-11-9 (min. 0-1-8)
2 =
51/1-11-9 (min. 0-1-8)
3 =
15/1-11-9 (min. 0-1-8)
Max Harz
1 =
50(LC 12)
Max Uplift
1 =
-14(LC 12)
2 =
-50(LC 12)
Max Grav
1 =
66(LC 1)
2 =
51(LC 1)
3 =
29(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=20ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 2.
LOAD CASE(S)
Standard
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Lude
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� ap qa .�egtlm, a5esirpeiiestns3 te' «ista ask [n :!; !:',RTn35354Aa Fort Pierce, FL 34945
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Job
Truss
Truss Type
Oty
Ply
A0225376
XCAS6519C
VM3
Valley
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MTek Industries, Inc. Fri Mar 31 09:13:50 2017 Page 1
I D:PU4 MzygZ_tyu GVh nMdh2ZPyH? LO-gg2Yl i U k4Ob FrfLX3AwGboE FADgtu? F8y?BOwEzVTjI
3-0-0
3-0-0
a
0
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2014frP12007
2x4 -i 1.5x4 11
CSI.
DEFL. in (loc) I/deft L/d
TC 0.19
Vert(LL) n/a - n/a 999
BC 0.06
Vert(TL) n/a - n/a 999
WB 0.00
Horz(TL) 0.00 n/a n/a
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
10412-11-9 (min.0-1-8)
3 =
10412-11-9 (min.0-1-8)
Max Horz
1 =
75(LC 12)
Max Uplift
1 =
-19(LC 12)
3 =
-63(LC 12)
Max Grav
1 =
104(LC 1)
3 =
104(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf,-
h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3.
PLATES GRIP
MT20 244/190
Weight: 10 lb FT = 0%
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Job
Truss
Truss Type
Qty
Ply
XCAS6519C
VM3A
Valley
2
1
A0225377
Jab Reference (optional)
1 Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:50 2017 Page 1
ID:PU4Mzyg2_t GVhnMdh2ZPyH?LO-gg2YliUk4ObFrfIX3AwGbofFeDg4u?F8y?8OwEzVrl
2-9-1
2-9-1
Y
a
0
2x4 i 1.5x4 II
2-5-9
2-5-2
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.16
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.05
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-P
Weight: 9 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP N0.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 2-9-1 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
1 = 93/2-8-10 (min. 0-1-8)
3 = 93/2-8-10 (min. 0-1-8)
Max Horz
1 = 73(LC 12)
Max Uplift
1 = -21(LC 12)
3 = -63(LC 12)
Max Grav
1 = 93(LC 1)
3 = 93(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=22ft; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s)1, 3.
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' *1.96ss lnssfdu.bF1fytt=art srica:{dr0asn,�C.sefs Mimintgssfertiei tar€esyw,4rxte{ssl{tyi[�'a„a PHxsi c•lmdl lui a'�mi;f4L TagpertldLLxiMadaryrrztlaad4t it,L>Esiia€S Ii,�mrt€s,�?bF9aelhrCq lkaCt ex+sve94d7Cd
3x tc tiry;:x uleae,7aftl9mss,eQeWP,7ai6trntuse!€a#:'an:!httedg6atzr�.f?ryf'assC�.w¢64dethwdt7€NnISE;tmreh�utadbr ed mlar:t 15; lsxnes#e ngsci' :tsa:llFies s'.Ea i�ss ieG�rty feint#: a&S etu!?nssL'�7aC?:x,nlsss : 4452 St Lucie Blvd,
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al (aPr<6
f hl02016 A-1 AooiLasses-AnNaeyl.lomhoIII, P.E Eepsoduttion oidbis dowwa is any ram, is probiR d4heaf she writ3en pesmissiao 110MA-1 toolUusset-Aa@csyl,lerSn llUZ Fort Pierce, FL 34946
Job
Truss
Truss Type
Qty
Ply
A0225369
XCAS6519C
VM04
Valley
4
1
o tional Job Reference
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:51 2017 Page 1
I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-8scwy2VMrhj6TpwjduRVB?nMMc91 dSVHBftxSgzVTjk
4-0-0
4-0-0
3
2x4 1.5x4 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
I PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.13
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-P
Weight: 14 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc
purlins, except end verticals.
BOTCHORD
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 = 149/3-11-9 (min.0-1-8)
3 = 149/3-11-9 (min. 0-1-8)
Max Horz
1 = 113(LC 12)
Max Uplift
1 = -31(LC 12)
3 = -97(LC 12)
Max Grav
1 = 149(LC 1)
3 = 149(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=19ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3.
...... ... .. Ka:r •ryerse• aehxda'trlC-irllR3i�5911.P3flL':ta.'tFDIiGA1f(?S1J1 rn'iKSIiDS:W"Egpl'fit¢. ivhk' r,�r!eswdMui�sxltis;nnE;ua rrsv ilD'ridat:Nnl.lui»I$.lii!!rtrt Rntlehrc est f"a:sts �!,x;st s>~td u;t?E6,atl
lbelnmtArp'.:s sN?NedlatnlCaittfd.l:aF�r:tda:q+Fq+n#y`:a,$aGeCFp^aet.hsstmiCpnpt,se';aa•arsradasyskaxxds,++Bert:p;rgsast+'tpsa6teirytdfiesurNir3tgddmSr r:Only.talryT.:Nhu}xmt*-rsz�,hniq:rin,sslrSrtr, Anthony T. Totnibo Ill, P.E.
zerolams:r#e,t�ta�rr�teraNau,ce.ursau�5mnmtrarra,nr,erx,anadtr,owe,eddxa;tctsrli{tiegpr,ddWliB¢lnr5dlrad3tUr,« #itapcq;a�a,seNa„y.! #80083
44515tLucie Blvd.
Fort Pierce, FL 34946
' era,er:r�crsdl�naysr�rsdrdmnrronerxr s�pr¢udmau�u¢p sd �«amrsnar aermalssuarrruam�ad�lna.rnll�ne:denoe# a,dteretrassea ,rraacaNru#atsm dcTee,�aee
t3uNak¢et6(r!�^aleJetl rysr6nlr eFpnesirsL•rL;feT:asredpafs#is rtllAr t4diu[EssP:ax,#rrrssllxtt¢fghrod¢rkstt#r, l; urt+aelY:c:mrleadglP(•I.
ropyriRRlQ2RlbA-lfoolImsts-Aelhaoyl.lomboIII, P.L bFrodudien011hisdosomenr.iscoy fare, is probibired.i0aalthe wri¢tapttmissiaafiomA-1Roof Trusses •Aalhasyl.1=10111,P.L
Job
Truss
Truss Type
Oty
Ply
XCAS6519C
VM06
Valley
4
1
A0225370
Job Reference o tional
nuui r rUb—, run nerve, ra_ r 946, uesign@a iwss.corn Run; 8.020 s Aug 31 2u15 F'nnt: 8.02U s Aug 31 2015 MiTek Industries, Inc. Fri Mar 31 09:13:51 2017 Page 1
6-0-0 I D: PU4MzygZ_tyuGVhn Mdh2ZPyH?LO-8scwy2V Mrhj6Tpwjdri RV8?nJ NcSTdSVHBftxSgzVTjk
r
6-0-0
1.5x4 II
2x4
LOADING(psf)
SPACING-
2-0-0
CSI. I
DEFL.
in (loc)
I/deft
L/d PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.61
Vert(LL)
n/a
n/a
999 MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.36
Vert(TL)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-P
Weight: 23 lb FT = O%a
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
1 =
239/5-11-9 (min. 0-1-8)
3 =
239/5-11-9 (min. 0-1-8)
Max Horz
1 =
180(LC 12)
Max Uplift
1 =
-49(LC 12)
3 =
-154(LC 12)
Max Grav
1 =
239(LC 1)
3 =
239(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-335/299
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1 except Gt=lb) 3=154.
LOAD CASE(S)
Standard
eaSt;•fltiSl fG'`!.I}Itrki 11112AHIM, rillf!!rly ETIA.,! . 1CDM tell ftijtli'!CY'n-11t[{I5133.W1iftSSNIP tiNjllD[;{L�QS46ml,i,.f.50EL11. rllCla'J)1!llkrRl Rt CbfUr}.IY11 t4St(W µt itD,tal(
1li:`ll:Im'.talH.f:slC tan'dMI'ul[¢4Nrifii Ratlnri,rcptgmoy e;retlat }iserzp:l ttdga/iCDttpart;usaaae(israaPsTdn:pd�,itettiry:t�az;•du4ln futednalrx sa;aLnse� dtaEtiJDNr,txlrilpN.nttar5,�t,b x(szG'ass, s7.tt4ii3; Anthony T. Tombo 111, P.E.
aJaedNafln.aFirn4ajn+..eraf:tsiiie.%lsz2eed;etdaufceatvttytstastla4i iarDeti,�vt,ohetx'ziluib ll,itl�ced htdl&ry;tr!aJIIN. T3atlrtFidplS{j,Da�eat StYstdhftm,3s5Ca(.'Bakst{�OabFna3lras8{ElaGstntva.nf:a 380083
' xY$larat`lfiut 60mril.iIdCarvtsC%;Hj7pattOnE9agl!dimD3atliifnxr!trAsN1Tf55
Frkdnssrd W,a0111 Kunttlpii(SPp#fis3Nt}1Ru3riAf:CRllm, ltdR!rm6GfP4fMman:tifamV—.ifngl1
fsN.'tas4tngiu�.disecdd{iesdtyhtss:4s;.tt,(tast4tcsrtyxwattriats: aans,atess 4451 St. 1 ude Blvd,
CopytigM � iDl dA-I Roatlresses-Anthanyl.lam6o lll,P.E iepmduuion of [his daeement, in any rarm, is pteMbited.;rham The nrA@in permis4an lrnmA-1lodlresses--Aathenpl.lorh U1,PFort Pierce, F1 34945
Job
Truss
Truss Type
Qty
Ply
A0225378
XCAS6519C
VM6A
Valley
2
1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MTek Industries, Inc. Fri Mar 31 09:13:62 2017 Page 1
I D:PU4MzygZ_tyuGVhnMdh2ZPyH?LO-d291AOW?c?rz4zVwBbykgDJOGOSYMvkRQJdV_6zvrh
5-7-5
5-7-5
iq
s
d
1.5x4 II
3
2x4 ; 1.5x4 ':!
LOADING (psf)
SPACING-
2-0-0
t
CSI.
DEFL.
in (loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.98
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.30
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
I
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-P
Weight: 21 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOTCHORD
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 quide.
REACTIONS. (lb/size)
1 = 222/5-6-15 (min. 0-1-8)
3 = 22215-6-15 (min. 0-1-8)
Max Horz
1 = 172(LC 12)
Max Uplift
1 = -48(LC 12)
3 =-149(LC 12)
Max Grav
1 = 222(LC 1)
3 = 222(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-319/287
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joints) 1 except (jt=lb) 3=149.
LOAD CASE(S)
Standard
n •P,ne f: be�trAare,rncs,ts!u r�rrac ce�sarorm}tsrnr {€rma ca3u cet�n7 ma Tahan ar w naaraa+ loegr.6a> 11r 0!restRrUldntae lim aet�ta a aWl
W'ei nsJnrt:[s ssi:tan.d4�6r ltfbanbat tC ndeA, Etp4w{.n,'4a.ruibs sss ttor(iGArtprudfaanp:xtdbt atbs:btdasnMy:e:�xs'.,k'pfa&ttlpd6esh�aLns i2netalltrfltdyale lnl.rnitspanwzp;gc lntspacdxts,sshliit Anthony T. Tombo Ill, P.E.
blase st®tssrmtttmb3dapnmra:paslc',rdi4C�w.ti!A.sds sc hdrywa5ek dsp es�u:iaKxcr a:tdt4:4r, t13;tddeteaslelvpaL�xdlEla. ingrrndd9+l MerySdi,add':n:+,uaWl [ss�dur3AihEtissl ileGi e>,rssa.h;7rd � 80083
i1 rF:tlirit ,Sr AttC:it(H. i�lkti 5961LGt r}}4ibtrtiiitiift ti!aetdWtav tl2r �$d2'YI3+fiLG9ltrt$�jjd:tf'L�t{jrnnt$t:lOtlti�l[S`3t rn rY.!'d,'AtG2 itdCtS tnStfiSik44i Gd t}5!SdGtRn61t .JGa:s [arn hrsza at mYsJr,1na.edess 44515t Lucie Blvd.
t34taitr h.`Gtt$ji(tL`S7f�SNtSjfFbliSbjetdr6i15nhFL TeS r:!Sf'Jifl}lr[�'kn:IS i�.tr$Y4r�I5x,w rass$fztaart,�srxdclleFtup, :i¢piirettac:matdtrtprFN. Fort Pierce, FL 34946
Co ll0n716A4laotitessts-Ant6aa 1.lamboill,P.E, ie mdaUionatibisdammem,inao ram, sabi6ittd.ebsmtthewritreo ermissianhemA-lYedIrsues-Anlben 1.WNIII,PL
P7dl Y P Y• P P Y
Job
Truss
Truss Type Qty
Ply
XCAS6519C
VM07
Valley 1
1
A0225371
o tional Job Reference
r+i muui r rubbeb, run rreroe, rr. J9UgD, aebrgnLa ruuss.com Run: rs.uzu s Aug si zuib rnnt: 8.u2u s Aug 31 2016 M! l ek Industries, Inc. Fri Mar 31 09:13:52 2017 Page 1
ID:PU4Mzyg2 tyuGVhnMdh2ZPyH?LO-d291AOW?c?rz4zVwBbykgDJYyOTwMt4RQJdV_6zVTjj
6-10-8
6-10-8
d
0
1.5x4 II
3
2x4 8 5 9 4
1.5x4 ! 1.5x4 I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
I
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.21
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-P
Weight: 28 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
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 vide.
REACTIONS. (lb/size)
1 =
93/6-10-1 (min. 0-1-8)
4 =
11516-10-1 (min. 0-1-8)
5 =
349/6-10-1 (min. 0-1-8)
Max Horz
1 =
224(LC 12)
Max Uplift
4 =
-81(LC 12)
5 =
-245(LC 12)
Max Grav
1 =
252(LC 21)
4 =
264(LC 23)
5 =
394(LC 22)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-6=-332/264, 2-6=-321/292
WEBS
2-5=-509/448
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-6-8 to 3-10-2,
Interior(1) 3-10-2 to 6-8-12 zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except (jt=lb) 5=245.
7) This truss has been designed for a moving
concentrated load of 200.0Ib live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
ien-,�r.we,nb�;�rreir.w•ei rr,:n�s , fsrr!rl,ruau;rc'�:emcr;�srnre�fsr!mc;n+�ti.aruarnr�. Gr:�trz�rn�r;n:o�rneessnnr6:mre::�c,:,ryi¢c,r�mr:m,xt.Ga�,¢rtGt�rn,urnr�nnr. e.,n�rrrn u�dr+�, iw,nir
v rr:e«�arssrsr r<nwr�armatnr�i:sarns�tsk,GFrero;..,sremnr,yarG�ma:rr.nerJtt'onmsr sna:;yarc�aego-ur.nanson�ip„pnstrrisnrurr, aces frvnst��aae,t36nS.,:�xinSi.aGe,; n +sr.a rmcsEs,sr�ln; AnthonyT.TomboI1i,P.E.
ramaWsGasGn.lsr�u rr{x.aae.:n,�c. tsar crrnuset�tar,u6rsxrd3dtr 5�dnsGelryalesdII4l.rngFndtUslafst9lredLeir xua9&95agia9rdke�Lrhrxrn�c:dzyx 80083
4e lfiriEas-I,,,AW(sWaSr 3m;snwAMl7WfBarr.rus�sakimes4M[nILGsyarS.fWe'ri3r-Sse�IS(plltcs�{ky'.pn3SW mr�aras.�[nsra.Nyafax i9-!L*aesLn;rssr3ta:niftissRFsT�ss xssc rnn PecnGsrart?nnWsAetlau,catsss 44515t. Lucie Blvd.
:Yraln G.krealsGSe7eyedern@mJ�herloaasstnpri lernsr9rsipG�nxE6�.4r twi�el Kstpg.r.[ssStsno �rydsa7luGcy, S:rg�ati;ecsmnlh:Snliu. topyrijouQ201AA-IRaallresses-AebaayLlwboIII, P.E iqW.nioaorthisdommeayinany rum isprobibited+A 306awrireapereissto dromA-ltcorTnsses-Aaf6aeyLlamballl,P.E Fort Pierce, FL 34940
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
VM08
Valley
2
1
A0225372
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com
Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:53 2017 Page 1
I D: P U4 MzygZ_VuGVhnMdh2ZPyH?LO-5Fjg N kXd N Jzq i736kJTzDQshlQoQ5J_aezM2wyzVTji
8-M
8-0-0
1.5x4 II
3
2x4 G 7 5 8 4
1.5x4 II 1.5x4 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.49
Vert(LL)
n/a
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.26
Vert(TL)
n/a
n/a
999.
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.19
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-P
Weight: 33 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
11217-11-9 (min. 0-1-8)
4 =
1347-11-9 (min.0-1-8)
5 =
41217-11-9 (min.0-1-8)
Max Horz
1 =
265(LC 12)
Max Uplift
4 =
-94(LC 12)
5 =
-289(LC 12)
Max Grav
1 =
262(LC 21)
4 =
275(LC 23)
5 =
429(LC 22)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-6=-378/306, 2-6=-364/340
WEBS
2-5=-595/504
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=S.Opsf;
h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Exterior(2) 0-6-8 to 4-0-0,Interior(1)
4-0-0 to 7-10-4 zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.25 plate
grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) • This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except Ot=lb) 5=289.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
6 IltaF�[t!ktEt'#Ir?z1rQSS:T(f€I!!1'Ctb7t€i1L471t➢b~I;R151€;IC+! G7! #:157k'f"F]fiYl'Mo. rn IK ta:'nfel«tltdna RS;n[si9(IC'ValliltllaEl,it�OEI,rE12(GFRtIEtdEdNt aR PY45f t�fiUl A..tlaEt Z-0,EA
i:'eruatirykfssh°ka�db EttvSdk Ecs3. i.Eran.t:iptt{antta,Sre reSiaM At rzYa EytG4fEMntsra�:y!a�edsf at'n:i[dEt;ntnur�rraf:eclru tuadgdfinmytthaslqcM:hET272.¢.�nrill.Tatrr�au3psxs, Ix::tr 2st:asrtur.�; Anthony T. Tombo lti, P.E.
1*�tStdPh raff!•J a( q^�t4r[Ei1dLih k�Lre!%ittl.�E�iTt�fa]01LliltdaEt rY.t.1r tS riC,U!#lfE't11k144ir1,l�aI EE V:dt%LE{1Er-�sEBFL ntypndd6Eil:dtlitry 52Ur,EdEE itEfs,xfnJk�6s!•sn'y; a�LC'fuazidhaej fic4lthetsy¢ttl fft! -80083
' �Er aycaa�nralfm eE taazEfsdw®afroetn{fatrma�wt�r�aTra�t sdacma9a;{ll k3tltlialRU atdalk{xdrftat i4!lraef32n�r+z xfellnndEErmprn,rmfPsG{vw aainr kaa dne,auf 44515t Lude Blvd.
tsorttltElyEtgNl�fExR:otl[+eerena;<nh[iTett�s.ts;pfE;xe,;;€�i:ttkuugeesigm,aLfflntEn&pen;dm6eiEu{.24¢ri�dxcftnaic`sN'aUN. Fort Pierce, FL 34946
Copyrig4slBiA14A-IptatTfefzes-Aorhuyl.lcm6aIII,P,E i±pradaUinad1hisdommeat.isanyfait, isprrrbUtdQboat[he wexeopefmistiocfrom A-1looffrusts-Aolbecyl.loch111!1`1
Job
Truss
Truss Type
Qty
Ply
XCAS6519C
VM10
Valley
2
1
LbA0225373
Reference (optional)
A r - r russeo, run nerce, FL M46, uestgn@atiruss.eom Run: 8.020 s Aug st 2016 Print: 3.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:54 2017 Page 1
I D: P U4MzygZ_tyuG Vh nMd h2ZPyH? LO-ZRH 3b3XF8 c5hKHe I I O_Cme Ppug9 Pq msktd6c3?zVTjh
10-0-0
10-0-0
2x4' 5 6 4
1.5x4 l i 1.5x4 !I
9-8-1
—
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.21
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.22
Horz(TL)
0.00 4
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-S
Weight: 42 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
154/9-11-9 (min. 0-1-8)
4 =
175/9-11-9 (min. 0-1-8)
5 =
50919-11-9 (min. 0-1-8)
Max Harz
1 =
312(LC 12)
Max Uplift
4 =
-111(LC 12)
5 =
-321(LC 12)
Max Grav
1 =
154(LC 1)
4 =
212(LC 2)
5 =
509(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-427/371
WEBS
2-5=-672/569
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-6-8 to 7-3-11.
Exterior(2) 7-3-11 to 9-10-4 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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-M wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 4=111, 5=321.
LOAD CASE(S)
Standard
6u,sp•lims�r.�J;;t!e� 6e'A1 {_5i iIPSY'a�ELL9'gFJUst iltt: tt6d,;rG1S InIC#{SP.OiA.SIfgB:.sCNtip1'hra tsrh dsiprrazCstssrdnelsdnu SYs ims [zap rar.urilri; cilis:fim, T.'er.'rt@,ti.6kme AenEeAre ne �nsrtss�eue sfad w:a itG,rol!
4s':ekua.rJasrnsls^`Ttn.�ihabt lC 4NnGd bt(an:a:�tr{mol.t.,!{stroy'emeet>1Rs set eesxlTG6nmtsttnx!splsas sSks aak aadx+yeraer mrsar'.+:fa6elsstpd6asn;IsLna i�#daEt(i6eelr,rcM IPN.`.ukstpns*:ta,,lstrgmFt&s,sa)aliir /tfstlaOny T T. Ornbo 1pl, P.E.
sdenttllslnudsnrG:llaleesn: sBiC!alisasr.6sCrNss 'udryealuder:;Lggxst r,WLusse'eilitkilt, tQ:ad�IvAli:dy,s�rt?IL1is9trsdaiWl stasl9ebstd#Fnsl�*sbll q.ssrt{e,a<.4(�n dlr s4a&1eG�arsattsAi;7pt .Tomb i
4a hf#is{Ge:y�avHfaassar, l9tuss9sfaWi:gaatbspuasrsteadx'ran>*(eta'hyGa}1,eS5d::t4txsaa{S(SAptla7zltT iRnl Sr.9nneGat'dSn6reelrilaa tn!#aesMny:ucSEss rsdlFm s'Et f,RuGesipsr:front§€¢"sae ast;u:slydeann,Ness-.
c3nain Q;Sd' e(esMM ed tbn: !td a3nisalert ZsT:ns 6:' &' .F67t 3stat :ssi 44515t. Lucie Blvd,
!! �y Fs "fir t ura �•' dr'Y�:.rorT55SFah9FtflIItndQJOaftii�,1^_tt(A53t1;{<E;titeA.�,PtdHUN. ttpyrigbto2s116A-1taa11rasms-Aelberyl.lemleIII,P.E fepmdaUanail6isdammeatinanylam:isproh4itti!QbaatlbewrittenpermissimhemA-ltaallrasses-Aa76enyl.lamhaBUZ Fort Pierce, FL 34945
Job
Truss
Truss Type
Qty
Ply
A0225374
XCAS6519C
VM11
Valley
1
1
Job Reference o tional
All Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Fri Mar 31 09:13:54 2017 Page 1
ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-ZRH3b3XF8c5hKHe110_CmePogg8Vgmqktd6c3?zVTh
10-8-0 12-0-0
10-" 1-4-0
vvz I I
3x4 6 7 5
1.5x4 11 3x6 i l
t--..--.-....._................... _...... --Td
—1
10-4-1
-- —�
LOADING(psf)
SPACING-
2-0-0
I CSL
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.00
4
n/r
90
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.27
Vert(TL)
0.01
3-4
n/r
80
BCLL 0.0
Rep Stress Incr
YES
WB 0.22
Horz(TL)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
Matrix-S
Weight: 48 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
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 quide.
REACTIONS. (lb/size)
1 =
167110-7-9 (min. 0-1-8)
5 =
307110-7-9 (min. 0-1-8)
6 =
528110-7-9 (min. 0-1-8)
Max Horz
1 =
371(LC 12)
Max Uplift
5 =
-206(LC 9)
6 =
-327(LC 12)
Max Grav
1 =
167(LC 1)
5 =
334(LC 2)
6 =
528(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-578/449, 2-3=-272/183,
3-5=-428/478
WEBS
2-6=-717/574
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=17ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-6-8 to 7-2-9, Exterior(2)
7-2-9 to 12-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.25 plate
grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 5=206, 6=327.
LOAD CASE(S)
Standard
... Ca-�•Putttsur%Jrm'urfu'4d 1�i:11E5a'r'it'rtll�f<JOa!1t4S6(Otwtit7151)3rG3i'37!0'jlsl3��tYi%I'hra. rEitrlexccrsastxuc+�testuttsta �t;nnE:asl:rr.�QC.;tdEl Fsharl. Sas6a0.riUk�etaSDtdlduine. �tttfntxut th:edaSa itA,oeh
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adsu:ltvt tnsttrmS nwn:lecsaxa!fdt0uu,6tGutsK udrymn4aFxr 3tpr.,blxedmxds9(,3tP'wtSr4.d EttE.7;uemdiN 1. ingln,dddeiJaittl redit;nst,�iafir k�i4��d%*1� 4dsW t'tF`Y 3td 60083
' Ali:`41j:ti1ySlitrQ�IQf,r79Tt:tdWO4�tr.5Q{ldrlkYa'ttQ{rq:4'�St50tMrq(..�rlLr'ldP(Ia'.f3iS39QI;�dGi1..{'lr�I6li::itlliL5Jt2'i(A�%Kd�diL't.In! liIItfllnirlLR:JE:SGlM11!.�"tr�t55�315.'�'ImetaRrnttr�rn.tl�:aa�n�nt 4451 St. Lucie Blvd.
c'.etn3Mulryarttd'jtdtrta4etlalEr tGrmatsartt!N. ;teltss:luFEgicAY:1 kweulElst "Rriessl}ded!eflne, dMhuar, ume"=dlca:tne i&d All". Fort Pierce, FL 34946
Coprri9E1 �? i016A-I Rnalinsses-Aathanyl.lomholL', P.E, Lgedud;on aithis damaeat, in a4irkiv, is prahiVa d Qhaal lhemriraa pltmissiw UamA-1IM Trusses-Aathcafl.lemha lll, P.E.
Job
Truss
Truss Type
Qty
ply
XCAS651SIC
VM13
GABLE
1
1
LbA0225375
Reference (optional)
'001 '0"'16r , — . 946, unsryn�wa rtruss.curn Run: 8.020 s Aug 31 20i6 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Fri Mar 31 09:13:65 2017 Page 1
ID:PU4MzygZ tyuGVhnMdh2ZPyH?LO-1drRoPYtvwDYxQDVsjWRlrxxeERWZE9t6HrgbRzVrg
12-8-0 14-0-0
12-8-0 1 4-0
3x4
3x3
8 79 6
1.5x4 II 3x6 II
1.5x4 II
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.84
Vert(LL)
-0.00
5
n/r
90
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.41
Vert(rL)
0.03
4-5
n/r
80
BCLL 0.0 '
Rep Stress Incr YES
WB 0.15
Horz(TL)
0.00
6
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix-S
Weight: 61 lb FT = O%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end vertirals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. All bearings 12-8-0.
(lb) - Max Horz
1= 434(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
except 6=-224(LC 12), 7=-165(LC 12),
8=231(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
1 except 6=370(LC 2). 7=514(LC 2).
8=352(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-647/511, 2-3=-448/323,
3-4=-281/196, 4-6=-460/496
WEBS
3-7=-522/369, 2-8=-393/340
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf;
h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS
(envelope) and C-C Comer(3) 0-6-8 to 6-11-12,
Exterior(2) 6-11-12 to 14-0-0 zone;C-C for members and
forces 8s MWFRS for reactions shown; Lumber
DOL=1.25 plate grip DOL=1.25
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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-M wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 224 lb uplift at
joint 6, 165 lb uplift at joint 7 and 231 lb uplift at joint 8.
LOAD CASE(S)
Standard
... .. Ka�3•flens�m,T9; rerin6t MFFIl6iSi(3kU!i'}FJII1lifW5LtUYufi�4lnii�7(r9!tl'I3iRRCh•,F7El;c�1'hro, rer�trEre rarcse!rcsedtMtdt;npy iun C::ycrmu;ilCF;W�ffe�.tr;t.SmaO.rLlth:eu Sirelldae eu. Caut r5ueue usiatt i[4,tth
lFlftiE>Q`.hf;+°.�41t'«tl}5?�rlf(tt lrFhDit{vLt;iT�SS+ti�3ttT1¢.Iby't,r;tRR;:I;GtUpaie StllPgrl[Ir'n tttY:t9%(S;'.pU,iG 6i Fiht:SIId 5f14tURritfr`al'd(C(�iU ',;{.,azey;rer.uq;rtrtlr#1hSeS�TAlliWrrite SryRC5eiiTtirSal3dlt3eTnpsp4�h(irs"itJai'fttadl�{xflycrh1rtT.;el,inedlidsosmria1dhMm.
aA�"
{sSaGte Mrspu9ir.7;ae Athony T. Tombo 111, P.E.
3tlntitt3�+r_edrnuKar.nta:sAtRta8tT;5�tx;plus ¢lpls'nesahe lacpan'f Mm�ittS(SONths t,�i¢iR;l erndumztfertecnl{ilan. l7i? ass#ne m�:3fst rsdh6ssfuL.ts6t" Gm Ptcn 3
attratu4•wtttreos;alafwlqu b+rtirs;ht@ry3tssrshd;tel:tss7ssrp&;ht>•iSMJi le hiuyts+Lrx,nfznrryhatiytrud l�tu � �� �r��'uss t':,dsslnu,siless 44515t. LuWdeCie Blvd,
a7 ;,:.rgdtelx:emt:tulgli4l. Fort Pierce, FL 34946
CnpyrigErt0i81dA-1¢nulTresses-Am6eeyl.Tom6oIL',Fi i!prnduuianohhisdammeoLiaaayfam,ispro6i6ittd►Ahua316ertiYenpermissienSemklteailrerses•Aaf6ecyl.Tae�nlli,p.E
JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTLOI
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
& (3) 16d Toe Nails @ BC
I,IChff. "d VHS
0
ti
Attach King Jack w/ (3) 16d Toe
,Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
ich Corner Jack's
(2) 16d Toe Nails
)TC&BC(Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
January17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL02
-DADE CORNERSET SPECIFICATIONS
MIAMI
MAX LOAD: 55 psf Roof Load, 175 mph; ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
sand Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
Attach King and End Jack's
w/ (1) LSTA12 Twist Strap @ TC w/ (10)
10d Nails Min. Per Strap and (3) 16d
Toe Nails
NOTE: IN ADDITION TO STRAPPING
TOENAIL BOTH CHORDS OF CORNER
JACKS TO CARRYING MEMBER PER THE
FOLLOWING SCHEDULE:
2X4: (2) 16d Toe Nails
2X6: (3) 16d Toe Nails
LSTA12 TWIST STRAP W/ MIN. (10'
MANUFACTURER'S RECOMMENDE
JACK/CORNER JACK (TYP.)
NOTE: CONNECTION DESIGNED IN
ACCORDANCE WITH FBC 2321.6-2321.7
PROVIDING METAL STRAPPING (FLORIDA
APPROVED PRODUCT) TO RESIST MIN.
700LB UPLIFT AT ALL CONNECTIONS IN
HVHZ
0
ti
Cqa} d::5k.rcc:,�s nars;ie�teCei
bradeaianad1bisdamme inaa,lar4isFackVelwHbwde
Attach King and End Jack
w/ (1) HJC26 Hanger on BC.
Attach Corner Jacks
w/ (1) LSTA12 Twist Strap @
\C and BC (Typ) w/ (10) 10d
Nails Min. Per Strap
HIP OR KING JACK (TYP.)
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
OIAG. BRACE
AT 1/3 POINTS
IF NEEDED
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1'IUKILUIV I AL OKALr
(SEE SECTION A -A)
TRUSSSES @
24' O.C.
1'-3'MAX. P \
HITECT
ALL
ROM
reln �.iel I
IT
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARC
TO DESIGN THE CEILING ❑IAPHRAGM AND I
ATTACHMENT TO THE TRUSSES TO RESIST
OUT OF PLANE LOADS THAT'MAY RESULT F
THE BRACING OF THE GABLE ENOS.
2XG DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
(4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
IOd NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILING SCHEDULE:
- FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED G' O.C.
- FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
(.131'X3') NAILS SPACED G' O.C. (2X4 STUDS MINIMUM).
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALl
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
UKAL
'TI In
STRUCTURAL / AN ADEQUATE ❑IAPHRAGM OR OTHER METHOD OF BRACING
'N
GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR/
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE /
TRUSS
FEBRUARY 17, 2017 I STANDARDCONNECTION DETAI RUSS STDTL04
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WINO CONDITIONS:
ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL
ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377
LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS.
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE
TRUSS (SPACING NOT TO EXCEED 24' O.CJ
A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 3' X
8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48'
O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK
TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND
NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5' X
0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH,3' X B' TEE -LOCK
MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP
CHORD OF THE BASE TRUSS.
(PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING
FOR ADDITIONAL BASE TRUSS INFORMATION.
FEBRUARY 17, 2017
a
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
SEi
TRUSS
OF 10d
DETAIL A
TRUSSED VALLEY SET DETAIL - SHEATHED
GABLE ENO,
COMMON TRUSS, OR
GIRDER TRUSS.
GENERAL SEPCIFICATIONS:
STDTL05
1. NAIL SIZE =3'X0131'=10d
2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE
TO BASE TRUSSES AS PER DETAIL 'A'.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
GABLE END,
COMMON TRUSS, OR
GTROFR TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 160 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND ❑URATION OF LOAD INCREASE:1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD ❑F 6 PSF ON THE TRUSSES.
ATTACH 2X4 CONTINUOUS #2 SYP TO
THE ROOF W/ TWO USP WS45 (1/4' X
4.5') WOOD SCREWS INTO EACH BASE
TRUSS.
0
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
VALLEY TRUSS
(TYPICAL)
SE
TRUSS
OF 10d
TRUSSED VALLEY SET DETAIL
GABLE END,
COMMON TRUSS, OR
GIRDER TRUSS
(NO SHEATHING) N.T.S.
STDTL06
GENERAL SPECIFICATIONS
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
DO NOT USE DRYWALL OR DECKING TYPE SCREW.
3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE
PER DETAIL 'A'.
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY
TRUSS SPACING.
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
BASE TRUSSES
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 160 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM G/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE:1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
ATTACH 2X4 CONTINUOUS #2 SYP TO
THE ROOF W/ TWO LISP WS3 (1/4' X 3')
WOOD SCREWS INTO EACH BASE TRUSS.
TRUSSED VALLEY SET DETAIL I STDTLO7
FEBRUARY17,2017 (HIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ATTACH \
TRUSSES WITF
WIND DESIGN PER ASCE 7-98,�
WIND DESIGN PER ASCE 7-10:
MAX MEAN ROOF HEIGHT = 30 F
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCRE,
MAX TOP CHORD TOTAL LOAD = mu rnr
MAX SPACING = 24' D.C.(BASE AND VALLEY)
SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST
BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10'
ON AFFECTED TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY
TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES
LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE
APPLIED TO EITHER FACE.
CLIP MAY BE
APPLIED TO THIS
NON -BEVELED FACE UP TO A
BOTTOM CHORDI H MAXIMUM 6/12 PITCH
NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED
TO THIS FACE WHEN
PITCH EXCEEDS 6/12
(MAXIMUM 12/12 PITCH)
FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
7z;;
VERI
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL
2X6 SP OR SPF
STUDP18RACE
#2 DIAGONAL
BRACE
(4) - 16d
NAILS16d
NAILS
SPACED 6' O.C.
(2) lOd NAILSINTO
2X62X6
SP OR
SPF #2
2X4 SP ORSPF
#2L
HORIZONTAL
NAILED TO
RTICALS
SECTION A -A
W/(4) - IOd NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
4SEE INDIVIDUAL ENGINEERING DRAWINGS
TRUSS DESIGN CRITERIA.
PROVIDE 2X4 BLOCKING BETWEEN
VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) — 10d NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) — 10d NAILS
(4) Bd NAILS MINIMUM, ROOF
3X4= PLYWOOD SHEATHING TO l r SHEATHING
2X4 STO SPF BLOCK
*
v
DIAGONAL BRACING 4C* L - BRACING REFER
I
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
/
1.
2.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
CONNECTION BETWEEN BOTTOM CHORD OF GABLE
(2) - IOd
END TRUSS AND WALL TO 12' MAX.
NAILS
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3.
BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
-
SYSTEM.
4.
'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
3/ TRUSSES @ 24' O.C.
S.
DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT4'-0'D.C.
G.
CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
SPACED 48' O.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
TO VERTICAL WITH (4) -
STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
16d NAILS, AND ATTACHED
7.
GABLE STUD ❑EFLECTION MEETS OR EXCEEEOS L/240.
TO BLOCKING WITH (5) -
B.
THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE
10d NAILS.
9.
DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10.
IOd AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS
HORIZONTAL BRACE
RESPECTIVELY.
(SEE 'SECTION A -A)
11.
SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
(2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31STUD
12' O.C.
3-8-10
5-0-11
6.6-11
11-1-13
2X4 SP 431 STUD
16' O.C.
3-3-10
4-9-12
6-6-11
9-10-15
2X4SP#31STUD
24'0.C.
2-8-6
3-11-3
5.4-12
8-1-2
2X4 SP #2
12' O.C.
3-10-15
5-0-11
6-6-11
11-8-14
2X4 SP 42
16' O.C.
3-6-11
4-9-12
6-6-11
10.8-0
2X4 SP #2
24' O.C.
3-1.4
3-11-3
6-2-9
9-3-13
-)It UlAGUNAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I —BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS S' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
MAX MEAN ROOF HEIGHT= 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
END WALL
FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL I STDTL09
WITH 2X BRACE ONLY
NOTES:
�€ T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH.
�j THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
NAILING PATTERN
T-BRACE SIZE
NAIL SIZE
NAIL SPACING
2X4 OR 2X6 OR 2X8
10d
6" O.C.
NOTE- MAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
BRACE
SIZE FOR ONE -PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T-BRACE
2X4 I -BRACE
2X6
2X6 T-BRACE
2X6 I -BRACE
2X8
2X8 T-BRACE
2X8 I -BRACE
BRACE
SIZE FOR TWO-PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T-BRACE
2X4 I -BRACE
2X6
2X6 T-BRACE
2X6 I -BRACE
2X8
2X8 T-BRACE
2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017
LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
_....._......_.._..._ _..__._..� TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM ENO TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENOS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d r
TO TOP CHORD NAILS (0131' X 3') NAILS (0.131' X 3'). I NATTACH AILWEBS ( TO ERTI AdL
ITH
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) - 10d NAILS (0131'
X 3') IN EACH CHORD
USE METAL FRAMING J ATTACH TO VERTICAL '-ATTACH TO VERTICAL L
ANCHOR TO ATTACH WEB WITH (3) - IOd SCAB WITH (3) - 10d
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3')
TRUSS 2X6 4' - 0' WALL
STRONGBACK (TYPICAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
(0.216' OIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). .
BLOCKING
(BY OTHERS)
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA
SP
OF
HF
SPF
SPF-S
.131
88.0
80.6
69.9
68.4
59.7
o.135
93.5
85.6
74.2
72.6
63.4
J
.162
108.8
99.6
86.4
84.5
73.8
ri
128
74.2
67.9
58.9
57.6
50.3
Z
0
J
.131
75.9
69.5
60.3
59.0
51.1
in
.148
81.4
74.5
64.6
63.2
52.5
N
M
STDTL11
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS
EXAMPLE: NEAR SIDE
(3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
NEAR SIDE
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE
ANGLE MAY
VARY FROM
30° TO 60"
45.00'
ANGLE MAY
VARY FROM
30' TO 60"
45.00°
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30" TO 60°
45.00°
El
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA.
SP
DF
HF
SPF
SPF-S
L7
.131
59
46
32
30
20
z
O
J
.135
'
60
48
33
30
20
a
LQ
(7
162
72
58
39
37
25
J
H
CD
.128
54
42
28
27
19
O
z
z
OJ
.131
55
43
29
28
19
W
.148
62
48
34
31
21
—)
Lo
J_
N
Q
rl)
z
.120
51
39
27
26
17
U
z
.128
49
38
26
25
17
O
.131
51
39
27
26
17
J
.148
57
44
31
28
20
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30° WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO AS SHOWN.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND OOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 COOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIN❑
FOR WIND OOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
*** USE (3) TOE -NAILS ON 2X4 BEARING'WALL
*** USE (4) TOE -NAILS ON 2XG BEARING WALL
NEAR SIDE
FAR Si
SIDE VIEW
)E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
END VIEW
L
NAIL
NAIL
I
FEBRUARY 5, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
I WWAW
TYP 2x2 NAILER ATTACHMENT I STDTL13
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTL14
FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
(4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
(SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
(4) 12d
MAX 30" (2'-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15
FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES
..... .
�..
�.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (.131' DIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
�Z<J
X
'r
BREAK
• L�,1p1
'i
• IOd NAILS NEAR SIDE �� �1r1 TRUSS CONFIGURATION
+lOd NAILS FAR SIDE AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
6' MIN
X' MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE ENO ❑ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE W00D.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK �
X
(INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SJ2559
OF
SPF
HF
2X4
2X6
2X4
2X4
2X6
2X4
2X6
2X4
2X6
20
30
24•
1706
J561
2342
1320
1980
1352
2028
26
39
30•
2194
2007
3011
1697
2546
1738
2608
32
48
36•
2681
2454
3681
2074
3111
2125
3187
38
57
42•
3169
4754
2900
4350
2451
3677
2511
3767
44
66
48•
3657
5485
3346
5019
2829
4243
2898
4347
FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X_SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' ❑IA. X 3') SPACED G' O.C.
2. THE END DISTANCE, EDGE ❑ISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 400 SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES