HomeMy WebLinkAboutTrust REVISION 11-10-16OFFICE USE ONLY:
DATE FILED: t I
REVISION FEE:
PERMIT # 1Q� 0 - a 41
RECEIPT # I 1 as r 1-7
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION D ONy�,
2300' R AVENUE ( �
FORT PIERCECE,, FL 34982-5652 1 au% N N E ("I")
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE Riverbend 1607-0482
ADDRESS:
3116 NW Radcliffe Way Lot 23
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3.
4.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1506052
BUSINESS NAME: Standard Pa
QUALIFIERS NAME: Scott Haral;
ADDRESS: 825 Coral Ridge Drive
ST. LUCIE COUNTY CERT. #:
ific Homes
CITY: Coral Springs STATE:
PHONE (DAYTIME): 9 s 4-2 3 2 -2 2 9 0 FAX:
OWNER/BUILDER INFORMATION:
F1
ZIP:
NAME: Standard Pacific Homes
ADDRESS: 825 Coral Ridge Drive
CITY: Coral Springs STATE: F1 ZIP: 33671
PHONE: 954-232-2290 FAX: 954-434-8840
5. ARCHITECT/ENGINEER INFORMATION:
NAME: AB Design
ADDRESS: 1191 East Newport Center Suite 207
CITY: Deerfield Beach STATE:
PHONE (DAYTIME): 954-482-0957
SLCCC: 9/23/09
Revised 04/26/2010
4451 ST. LUCIE BLVD'`
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
r :, P'JE°�CT:
LOT/B%al/l'OD�
CM
P _ ;� =w:` 'r . � �"may �-r•.-�.,;,.s�,
CalAtlantic Homes SF
RIVERBEND
Lot:23 / Model:6511 / Elev:D / GAR L.
65019
BONUS ROOM W/ BALCONY
MASTER BEDROOM W/ 4' EXT
A-1 ROOF
TRUSSES'
A FLORIDA'CORPO.RATION
RE: Job 65019
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
3ustomer Info: CALATLANTIC HOMES - S-Ft DIVISION Project Name: RIVERBEND
-ot/Block: 23 Model: 6511
address: 3116 NW RADCLIFFE WAY Subdivision:
: ity: County: Palm Beach State: FL
flame Address and License # of Structural Engineer of Record, If there is one, for the building.
game: License #:
address:
DIty.
3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
-oading Conditions):
design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0
Nind Code: ASCE 7-10 Wind Speed: 170 MPH
Roof Load: 45.0 psf Floor Load: 65.0 psf
Phis package includes 116 individual, dated Truss Design Drawings and 0 Additional Drawings.
Nith my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
:onforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
Jo.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
I
A0074315
A01
10/31/16
13
A0074327
A13
10/31/16
25
A0074340
CO3
10/31/16
A0074316
A02
10/31/16
14
A0074328
A14
10/31/16
26
A0074341
C04
10/31/16
I
A0074317
A03
10/31/16
15
AO074329
A15
10/31/16
27
A0074342
C05
10/31/16
I
A0074318
A04
10/31/16
16
A0074330
A16
10/31/16
28
A0074343
C06
10/31/16
i
A0074319
A05
10/31/16
17
A0074331
A17
10/31/16
29
A0074344
C07G
10/31/16
A0074320
A06
10/31/16
18
AO074332
A18
10/31/16
30
A0074345
CA
10/31/16
'
A0074321
A07
10/31/16
19
A0074333
A19
10/31/16
31
A0074346
CAP
10/31/16
I
A0074322
A08
10/31/16
20
A0074334
A20
10/31/16
32
A0074347
CJ3
10/31/16
A0074323
A09
10/31/16
21
A0074335
A21
10/31/16
33
A0074348
CJ313
10/31/16
10
A0074324
A10
10/31/16
22
A0074336
A22
10/31/16
34
A0074349
CJ3P
10/31/16
11
A0074325
All
10/31/161
23
A0074337
I A23
1 10/31/16
CJ5
10/31/16
12
A0074326
- Al2
10/3-1/16
24
A0074338
A24
10/31116
[L50A00743
A0074351
CJ56
10/31/16
-he truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct
;uDervision based on the oarameters Drovided bvA-1 Roof Trusses. Ltd.
rruss Design Engineer's Name: Anthony Tombo
,Ay license renewal -date for the state of Florida is February 28,2017.
DOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
-he suitability and use of components for any particular building is the responsibility of the
wilding designer, perANSI/TPI4 Sec. 2.
-he Truss Design Draw!ng(s)(TDD[s[) referenced have been prepared based on the
:onstruction documents (also referred to at times as 'Structural Engineering Documents)
)rovided by the Building Designer indicating the nature and character of the work.
-he design criteria therein have been transferred to Anthony Tombo PE by [Al Roof Trusses
rr specific location). These TDDs (also referred to attimes s 'Structural Delegated
.ngineering Documents are specialty structural compone id signs and maybe part of the
froject's deferred or phased submittals. As a Truss Design ngineer (i.e., Specialty
:ngineer), the seal here and on the TDD represents an accep nce of professional
:ngineering responsibility for the design of the single Truss de icteg
nly. The
3uilding Designer is responsible for and shall coordinate and re ie:ompatibility with their written engineering requirem Please reand all
elated notes.
1of2
This item has been electronically signed and sealed by Anthony Tombo, P.E..
on 10131;16 using a digital signature.
Printed copies of this document are.not.considered_signed.and seated..The...........................
signature mustbe verihad on any electronic copies..
Anthony�rM.� P x !`,►'+`�:,
r no m
T. Tom bo,
IIIo-�« mannic�.xus o9oo' �rl [����`�b��,
T
Anthony Tombo, P.E. '
vr;:;
.= A-1 ROOF
TRUSSES
A FLORIQA CORPORATION
2E: Job 65019
Lumber design values are in accordance with ANSI/1'Pl 1-2007 section 6.3
These truss designs rely on lumber values established by others.
Jo.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
17
A0074352
D01
10131/16
75
A0074390
FL16
10/31/16
113
A0074428
WG01
10/31/16
18
A0074353
D02
10/31/16
76
A0074391
FL17
10/31/16
114
A0074429
WG02
10/31/16
19
A0074354
D03
10/31/16
77
AO074392
GE1
10/31/16
115
A0074430
WG03
10/31/16
M
A0074355
D04
10/31/16
78
A0074393
GE2
10/31/16
116
A0074339
C01
10/31/16
11
A0074356
D05
10/31/16
79
A0074394
GE3
10/31/16
12
A0074357
D06G
10/31/16
80
A0074395
GE4
10/31/16
13
A0074358
D07
10/31/16
81
A0074396
GE5
10/31/16
14
A0074359
D07A
10/31/16
82
IA0074397
HC4
10/31116
15
A0074360
D08
10/31/16
83
A0074398
1-1J2
10/31/16
16
A0074361
D09
10/31/16
84
A0074399
HJ3
10/31/16
17
A0074362
D10
10/31/16
85
A0074400
1-1J5
10/31/16
18
A0074363
D11G
10/31/16
86
A0074401
HJ5P
10/31/16
19
A0074364
D12
10/31/16
87
IA0074402
HJ7
10/31/16
M
A0074365
D13
10/31/16
88
A0074403
J3
10/31/16
it
A0074366
D14G
10/31/16
89
A0074404
J4
10/31116
i2
A0074367
EG6
10/31/16
90
A0074405
J5
10/31/16
i3
A0074368
F18
10/31/16
91
A0074406
J513
10/31/16
i4
A0074369
FG1
10/31/16
92
IA0074407
J6
10/31/16
i5
A0074370
FG3
10/31/16
93
A0074408
J6G
10/31/16
i6
A0074371
FG4
-10/31/16
94
A0074409
AP
10/31/16
i7
A0074372
FG5
10/31/16
95
A0074410
J7
10/31/16
i8
A0074373
FG6
10/31/16
96
A0074411
17A
10/31/16
M
A0074374
FG7
10/31/16
97
A0074412
K01G
10/31/16
i0
A0074375
FL01
10131/16
- 98
A0074413
L01G
10/31/16
A
A0074376
FL02
10/31/16
99
A0074414
L02
10/31/16
12
A0074377
FL03
10/31/16
100
A0074415
L03
10/31/16
i3
.A0074378
FL04-
10/31/16
101
A0074416
MV10
10/31/16
i4
A0074379
FL05
10/31/16
102
IA0074417
MV2
10/31/16
i5
A0074380
FL06
10/31/16
103
A0074418
MV4
10/31/16
i6
A0074381
FL07
10/31/16
104
A0074419
MV6
10/31/16
i7
A0074382
FL08
10131/16
105
A0074420
MV8
10/31/16
i8
A0074383
FL09
10/31/16
106
A0074421
RG01
10/31/16
i9
A0074384 •
F00
10/31/16
107 IA0074422
RG02
10/31/16
'0
A0674385
FL11 ' .
10/31/16
108 IA0074423
V12
10/31/16
'1
A0074386
FL12
10/31/16
109
A0074424
V16
10/31/16
12
A0074387
FL13
10/31/16
110
A0074425
V18
10/31/16
'3 -
'A0074388
FL14
10/31/16
111
A0074426
V4
10/31/16
14
-A0074389
FL1;5 '-110/31/161
112
A0074427
V8
10/31/16
Page 2 of2
Job
Truss
Truss -Type
Qty
Ply
Std Pac/6511 EL D
A0074315
65019
A01
Roof Special Girder
1
2
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
r1 4-q1-10-14 3-10-14, 9-0-7
1 4 01-10-14 2-0-0
3x4
4.00 12
5x6 = 5x6 =
1.5x4 II g W2 4
1 2
O
Run: 7.640 s Oct 7 2015 Print: 8.020 s
ID:W?quLcr?Re?Lfzt
14-2-0 17-4-0 20 6-0
5 1-9 3-2-0 3-2-0
5x6 =
6 3x4
21 20 19 18
16
31 2016 MiTek Industries, Inc. Mon Oct 31 16:13:10 2016 Page
2jH4yHM91-?VJClxe2631wyr9tJDsX3xrKnYE1 NDZnQiw9vOyNsE
15
3x6 = 4x6 = 4x4 = 3x8 MT20HS-- 4x4 11 3x4 = 3x8 If
3x8 = 5x10 MT20HS WEI=
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
NO
BCDL
10.0
Code FBC2014ITP12007
LUMBER -
TOP CHORD 2x4 SP No.2 `Except'
T5: 2x4 SP M 30
BOT CHORD 2x4 SP M 30'ExcepV
B3: 2x6 SP 240OF 2.OE, B2: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except`
W13: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 6-9-11 oc bracing.
REACTIONS. (lb/size)
12 =
3491/Mechanical
2 =
2363/0-4-12 (min. 0-1-8)
Max Horz
2 =
195(LC 4)
Max Uplift
12 =
-1579(LC 5)
2 =
-1041(LC 4)
Max Grav
12 =
3491(LC 1)
2 =
2363(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less -except
when shown.
TOP CHORD
2-3=-3714/1383, 3-4=-3693/1383,
4-5=-6868/2762, 5-6=5630/2413,
6-7=-5596/2412, 7-8=8430/3654,
8-9=-13025/5702, 9-26=-7922/3569,
26-27=-7922/3569, 10-27=-7922/3569,
10-28=-7922/3569, 28-29=-7922/3569,
11-29=-7922/3569, 11-12=-3326/1562
BOT CHORD
2-21=-1403/3403, 20-21=-3822/9088,
19-20=-2657/6494, 18-19=-2657/6494,
17-18=-3432/7978, 16-17=-5698/13009,
15-16=-6179/13825, 14-15=-6175/13822,
14-30=-6179/13825, 30-31=-6179/13825,
13-31=-6179/13825
WEBS
3-21=-465/1366, 4-20=-2616/1174,
20-6-0 , 23-3-0
CSI.
DEFL.
in (loc)
1/defl
Ud
TC 0.95
Vert(LL)
0.76 16-17
>567
360
BC 0.88
Vert(TL)
-1.4916-17
>290
240
WB 0.94
Horz(TL)
0.22 12
n/a
n/a
Matrix-MSH
WEBS
3-21=-465/1366,4-20=-2616/1174,
5-20=-104/646, 5-18=1338/655,
6-18=-1356/3237,7-18=-3733/1724,
7-17=-1413/3251, 8-17=-5934/2672,
8-16=-420/560, 9-16=1560/1407,
9-14=-863/2178, 9-13=-6353/2809,
10-13=-521/424, 11-13=-3744/8336,
4-21=-5738/2472
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-7-0
oc.
Bottom chords connected as follows: 2x4 -1 row at
0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as -follows: 2x4 -1 row at 0-9-0 oc,
Except member 9-14 2x4 - 1 row at 0-4-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) Plate(s) atjoint(s) 1, 3, 4, 6, 8, 12, 2, 19, 21, 20, 5,
18, 7, 17, 16, 14, 9, 10,13 and 11 checked for a plus
or minus 0 degree rotation about its center.
8) Plate(s) at joint(s)15 checked for a plus or minus 3
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.
Dead Load Defl. = 15/16 ii
III
4x11
�7 10
2
13 i
2
30 3113 32
12
33
,
3x611
4x12 =
PLATES GRIP
MT20 244/190
MT20HS 1871143
Weight: 397 lb FT = 0%
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-M wide will fit between the
bottom chord and any other members.
11) Refer to girder(s) for truss to truss connections.
12) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb)12=1579, 2=1041.
13) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)119
lb down and 130 lb up at 28-4-12, 119 lb down and
130 lb up at 30-4-12, and 119 lb down and 130 lb up
at 32-4-12, and 119 lb down and 130 lb up at 34-4-12
on top chord, and 2065 lb down and 952 lb up at
26-4-12, 50 lb down at 28-4-12, 50 lb down at
30-4-12, and 50 lb down at 32-4-12, and 50 lb down
at 34-4-12 on bottom chord. The design/selection of
.such connection device(s) is the responsibility of
others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-4=-70, 4-6=-70, 6-8=-70, 8-11=-70,
12-23=-20
Concentrated Loads (lb)
Vert: 14=-2065(B) 26=-79(B) 27=-79(B)28=-79(B)
29=-79(B)30=-36(B) 31=-36(B)32=-36(B)_
33=-36(B)
sVWardilist,t[ea`rikqrdam?si�-asiF3t?tNaxtd5ia•e'si�•an }xrzrektsmardttvltaadter�9alsrnn}exxnrsrydreeaeiilrrelttin'dllmurtt iur3iPets�rsunmrvft§lsmpitly�tl3bSk'hSrbl'riaAt3ilr'�ci.ie3tQrCta,a'rsIre�m`✓gtt�fi�{hpestvtfdfJrt;mal.StE,keo3e�flflSdM;dptSPBs6{tOur.ntOS�M3t�sTtfe•?atu?gou��tui"p�autu&C tt�lsiTaD�d�Yi«tter"ttttewEzPrarltntuIit'uinIpmLtrts;cTar�?,SS®M""rsTtJdjftvlitn,Einr6;':e>riirtlEu.,t�iedfs�x'idttcSeJ-r®lat�it�aeGx'a,ike�_fpi,ptlm.g7svtadtC,tet•ntdr�imaclt�trenyrgGSteea�sieenIhr�Cih?srvr�m,Rttttai�r»ieadn(taxaieta4nrir"1dnt4trufeikncxntsxtetrt+ptta?u�istsrihemtrrJilsctnRattmthnitt tx�ri�.MtvDt;titO'fi?„elz 6y¢.j.ea}ajG,lar et�Uiers9}san�+ssdiryhueS�e)`r�iDta Ks�4<u4�tn1•.tsf�ePwFiavElr�itl+nas6ntfraipatRs5t�u�ilCNYS,'kTtx7pntkidrnsa?w�i2et�t�kutblidttpks�eak�:'aecw3�6viSfve�ddxrtuY��ud�nurtanyTriz�drt6r �tddnis :-,•.
thonyTrr>T$0ir0n8tr3n. ;ll.d";P
E
4451SM1uste8lvd.
21,
FoP2ceFL„34946
Job
Truss
Truss Type
Qty-
Ply
-Std Pac/651 1 EL D
A6O74316
65019
AO2
Roof Special
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:11 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-ThsaVHfgtM9nZ—k3twNmb8OadycR6iTxfMfiRTyNsE
6-9-0 12-2-0 16-6-0 22-3-11 28-3-5 34-1-0
6-9-0 5-5-0 4-0 5 9-11 5- 1-9 5-9-11
1CV4
6
3x6 =
5x10 MT20HS=
4.00 12 3 5x10 MT20H8= 48 =
3x4 = 5x6
12 „ —
3x10 = 5x6 WB= 3x4 =
Dead Load Defl. = 518 i,
5x6 =
5-10-12
16-6-0
25-1-12
34-1-0
8-10-12
7-7-4
B-7-12
8-11-4
Plate Offsets (X,Y)—
[4:0-4-4,0-2-8],[7:0-3-12,0-2-01,[9:0-1-12,0-3-01,
[12:0-4-0,0-1-81
LOADING (psf)
SPACING- 2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.62
Vert(LL)
0.56 12
>730
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(TL)
-0.99 10-12
>412
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.77
Horz(TL)
0.19 9
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 161 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except`
W3: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-10-4 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 3-8-12 oc bracing.
WEBS
1 Row at midpt 3-12, 7-9
MiTek recommends that Stabilizers and required
cross bracing be installed during -truss erection; in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
1544/0-8-0 (min.0-1-13)
9 =
1511/Mechanical
Max Horz
1 =
195(LC 12)
Max Uplift
1 =
-569(LC 8)
9 =
-677(LC 9)
Max Grav
1 =
1544(LC 1)
9 =
1511(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3740/3179, 2-3=-3425/2923,
3-4=-0232/4424, 4-5=-4818/4028,
5-6=-3704/2976, 6-7=-3704/2976
BOT CHORD
1-14=-3139/3481, 13-14=-2438/2838,
12-13=-2438/2838, 11-12=-3693/4394,
10-11=-3693/4394, 9-10=-2304/2726
WEBS
2-14=-437/604, 3-14=-433/594,
3-12=-2285/2824, 4-12=-1948/1777,
5-12=371/485, 5-10=-943/980,
7-10=-881 /1282, 7-9=2945/2511
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s) at joint(s)1, 3, 4, 6, 8, 9, 13, 14, 2, 12, 5,
10 and 7 checked for a plus or minus 0 degree
rotation about its center.
6) Plate(s) at joint(s) 11 checked for a plus or minus 3
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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb)1=569, 9=677.
LOAD CASE(S)
Standard
6t��Fi,aweaa tv�tl:iie:gE'rt tCfii1FUSSEi�L"�tF6f[1[,iEtY3t ONNr�7�3tP,FDkIa'dDrOZ7Sla�(ithD.11'Pra.S:riftaiptonasi�teft:sdtaesn,uiinnl�sFPm?iS1D9jenl"..eN+Iszji'mScl�4iGtasn[w+:rtkM,ast,Detissd'�+in yimlm8tT5Ptt�p .'
f. :,.'... NOekrtrtsq!lttitenale$Nne4k14s TwJtjeteGlt}ar�s*sDetfSa.Ea}{t1 iJeCa�fquesY Btuetu�e7'l, b,sees,twsm�srptiiadktMhsua�'�eppen�nss!��aftut4bstp"d�i,�rJ�endgi�ed:u!.��3D„N a1aIP{Sr 1N d�sigcta�3{`�es,CsctagusiTink;tD'.M]ttf, : c/ItitlfOn �.jii0[.7117o'III F'.E:
i- - , :. plisit11�1snsJxs�gtrt�.,}lie,esrnsi�AiltthD+tf[,�On�}s9s��i:Jsctu&.�Is�aaisya.bs3s�dtlegGtu.t[(R�Ci(mltr�`'rtna3lj�{ lx.a�¢rildQ#J'6„Isit�.beN rsdthTnF;,iddspkq.sb�gS.U+�7sas�ev7.&¢ctmNx6e{ntnL3�s� �t.8DQ83
:: ; iletnihrDes(orei ml xoM�i tDmsisfn�ast&aiaatdu{nruira�imP�4lrtrasstesinin sdntm:�seikx7ia �i�iPl es/96latteinn&ibr�snayalm�,Pt-tifsz�sfJ��spaesuiae:sd#nudm.Jrssnn,�i-.urrsDsu#+iajunrmi �swx�ssir aT:n 4 5 St Luc �Blc�..
:� edits_td n Nii,tha�tDeedt fe+rra srdSjrA sa Bret ritCrnsDsu9iripauh .11Hctn'fj&jCttiper�atross Sjsh�tgika:(drtdt Rlajil sritcasma sltS�elioT+i-. L J2 d,
iFort P,2"roe; FL 3Q246'
r A i Fau1Un"ss Ue
ta�pigst_�➢DtdF�Ipdfit,T�ssas,.Anlfignr�Tom6cll� P.EF pe�prcAnaionAtidis�amsnenFinp�fpua,tspsoba'Gil.�,eriibonttbe`�iertpesm�sstodhgq? �)�intho4yrfoigp�1 =P;TLL
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL- D
A0074317
65019
A03
ROOF SPECIAL
1
1-
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MTek Industries, Inc. Mon Oct 31 16:13:11 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-ThsaVHfgtM9nZ_k3twNmb8OVlyc46hRxfMfERTyNsE
6-5-14 12-2-0 14 6-0 , 21-1 4 27-5-12 34-1-0
6-5-14 5 8-2 2 4 6-7-4 6-4-7 6-7-4
N 1
s+;
6
3x6 =
4.00 12
3x4 =
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 FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 4-0-13 oc bracing.
WEBS
1 Row at midpt 7-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
1542/0-8-0 (min. 0-1-13)
9 =
1512/Mechanical
Max Horz
1 =
221(LC 12)
Max Uplift
1 =
-559(LC 8)
9 =
-680(LC 9)
Max Grav
1 =
1542(LC 1)
9 =
1512(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3783/3146, 2-3=-3604/3084,
3-4=-4084/3454, 4-5=-3791/3182,
5-6=-3184/2548, 6-7=73184/2548
BOT CHORD
1-14=-3180/3526, 13-14=2461 /2851,
12-13=-2461/2851, 11-12=-3104/3683,
10-11 =-3104/3683, 9-1 0=-2053/2428
WEBS
2-14=-393/558, 3-14=-622/710,
3-12=1509/1942, 4-12=-1543/1404,
5-12=-117/276, 5-10=-739/822,
7-10=-698/1066, 7-9=-2667/2275
4x6 =
4x6 =
3x6 =
3x8 MT20HS=
- 12
3x8 MT20H8= 4x8 = 3x4 =
3x8 MT20H8=
-12
12
CSI.
DEFL.
in (loc)
I/deft
Ud
TC 0.93
Vert(LL)
0.43 12
>943
360
BC 0.76
Vert(TL)
-0.8310-12
>491 .
240
WB 0.84
Horz(TL)
0.18 9
n/a
n/a
Matrix-MSH
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s) at joint(s) 1, 6, 8, 9, 13, 14, 2, 12, 5, 10, 7
and 11 checked for a plus or minus 0 degree rotation
about its center.
6) Plate(s) at joint(s) 3 and 4 checked for a plus or
minus 4 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-M wide will fit between the
bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection -(by others) oftruss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 1=559, 9=680.
LOAD CASE(S)
-Standard
Dead Load Defl. = 9/16 ii
3x4 II
5x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 164 lb FT = 0%
' . 9etea>1, �MMsa:rR.}vi7rit■Ns'kt IC3F11t5SES�ElThu{iaS[iEF7tidt0V�T76:kSF',dt"rDtE1'jsiCl7itE�Stsi'Eaa itiArfi pepsva lusmdt:detlrsntNsimsC,ss�sC•s9S 17Rpjm!'dllnkeiT;Tudj1—)i.lehtrote3q:dH�xt atr. dSktse�dse sldtdtalta lGD silt
- '!4'ItEwr6meQu:ri7tS slt6le nsddeits+l' @lsrchl.dsaT tGesf�[eprGCte 3yMz9rEsyss�s he Se.Fesa}i �iFrts.sG1 �ep>ortea Qarpfess iea(eadgnsdThrCtdespsd,�P:�kltets dgMEdss!lt iCO uN seiu RN.fiwdssiye esstglCvm,(eaSny;eci+nexJahFJit( r
miss t}li¢.iist du F dsdu DriesrH�3..dTsti}sG+sxR•Dtseii id!!r`ns{a7ettsi ttxY;u�gGst.ga>r`¢Io[.odes. Es<Ge ItUst iE(eadCs letd6>aNiag'na�lili,T Txe for 2(�ASn nlSrids esiftnTns.eT2nrUq.y?xc�r.ls'k7;nrsndfem3sall Siartsspiat r�; hOrly i80083 ;�1iit P' '•
��rni�spasegvtadrecsarlUev�csunty'S=er�r�6ep:erssnl'F,odsesaGetsiciv5rasveeeisamidejn2roRti�[H. n±drmtSSwv teEeressa+aF�aeigodcrs tsladcsaa:fH;�YtasritL^�et?aldtads�f�eT�siGeS Qv ugssFiz,p�pa_�'eia1 „r+s: uarnwv rden 4�Si 5C LucEE,Bt}f�..
dkue"�d'.eb)lflena)Itretfeb.Ere,.�K�S tI tk,Ckipis Desiyi Fiquni_i2ttu reiHaTOsupie`yer[r`s3 itstesEtparatweieilfmp.,t�1 mpp>rtt�'icaines'htsed q'stSl; .,
Ft,•34946'
• •�-- �,Caprn"ghl�:,�Dt6FI4u¢TTin`sses_AhtbonyTTemhallljP'F Reptcdutlmoptthisdantgeet,idarry'fdsm7spra6ihiled:rvd6nuTlhewYilt"epperaussSnntio�t(tPoa1L"utse4rArnhua�,T�TomDti114P,C.y
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
AU`074318
65019
A04
HIP CAT
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:12 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-xuQyjdglegHeB8J FReu?8MwgeMuarDF4uOPF_vyNsE:
5-11-7 11-10-0 17-M 22-3-0 , 28-1-9 34-1-0
5-11-7 5-10-9 5-2-8 5-2 S 5-10-9 5-11-7
4x8 =
1.5x4 11
4x8 =
12 11 1u 8 8
3x6 = 1.5x4 11 5x6 =
3x8 =
5x6 =
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.92
Vert(LL)
0.44
10
>931
360
TCDL 15.0
Lumber DOL
1.25
BC 1.00
Vert(TL)
-0.76
10
>541
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.54
Horz(fL)
0.23
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
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.
BOT CHORD
Rigid ceiling directly applied or 1-4-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed'during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
1534/0-8-0 (min. 0-1-13)
7 =
1534/Mechanical
Max Horz
1 =
-90(LC 13)
Max Uplift
1 =
-682(LC 8)
7 =
-682(LC 9)
Max Grav
1 =
1534(LC 1)
7 =
1534(LCC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - Ail forces 250 (lb) or less except
when shown,
TOP CHORD
1-2=-3788/3180, 2-3=-3106/2643,
3-4=-3197/2845, 4-5=3197/2845,
5-6=-3106/2643, 6-7=-3788/3180
BOT CHORD
1-12=2898/3535, 11-12=-2898/3535,
10-11=-2209/2898, 9-10=-2209/2898,
8-9=-2898/3535, 7-8=-2898/3535
WEBS
2-11=705/735, 3-11 =-1 991417,
3-10=-311/524, 4-10=-396/441,
5-10=-311/524, 5-9=-199/417,
6-9=-705/735
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=U.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces 8, MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) except at --lb) 1=682, 7=682.
LOAD CASE(S)
Standard
Dead Load Defl. = 1 /2 it
1.5x4 II 3x6 =
34-1-0
5-11-7
PLATES GRIP
MT20 244/190
Weight: 161 lb FT = 0%
P,rat�l,ttuaxeat+i; emsfle'As hairfGfSES('Sil.��lRrt;fluictOp6'r,7t�ii5idi4hUsB;jursTM1t�.,t"iiac.ra'�ha�wsgsiNraifs�nb,n�irTnnt�ip[miu"?Ubj�d'�i#��Ts�hb vLreh+ug3.�dWxs au, 5lissi?�vsu 7iaess�aei3P at/
,.:', �n�kr�arsseutte,ssttecPsmeln,mr;4ssr�acrari�:as�mpr ir,ca�yEt?iC�rntq�Tpn�euxcw�qt9a,asepsfrnte��s�n#?r�Mru&s�set�:s��t r[«s,d�sdre�ar u,tault�i,tut£urr,veFnziu�rnexz�hnr ;Aiithoiry Ti'j"omho7ti, FiE':
eudbrssnuWeeyEx'ga�, hsrlei.,f9e6+tmA•O�eelfp?�ma±iuFu Ac.kdh§tl?S%4i!!¢IIGbv:it(p,ti,WSmrIt�Q IN s}7ioiiltkr'Ppi¢X6dimftaLnr�ir,gkkai,+le'I��?4*dc#3sld(xrnrtsy�i037d: ;F.80083 .s
Fnldgrd siµtt mlt,scvm,iam?}csn �at'9 �rfar nsn it eSM! reaaedsdd:.m+;: sortriµ�.itlirrnpr5luve einumb�tvr�,ipuotna t }£s ra3nspusnJ ;r dfsnagtt f`mtGt uastt»igrhp vv®itsns.wa .see:a cl S,t, Sf, -11l a.
� ;, e�lfir.l drrA,eilrttp�ka�eg:tl }u la+flgt7,rSj sis �M1ttyj4t4m01uy.4Gp?s3h tsittnllatGeiiputaTriTl SjitePhyilcaftnje%raq,;0.t`alMtssflnmve�sfefait is l4i,.: ;Fott PsPiC¢ f—34496'
+`
tkpTsiggs+lQl6'A;lpiicTTpsses Auldq"nylTamdelprPF:RepmOeeioeotlkiCdumr�enr;ropayfam,espredi6itgE,pstdau5lde�tippupermiuipdtin�AtPcotLone"s'-AmhoryTluintio)31s'p:L'
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074319
65019
A05
HIP CAT
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:13 2016 Page
ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-P4_LwzgwP_PVpltR?LPEgZTrvIF_aaOD6g8pWLyNsE
7-0-3 13-10-0 go 3-0 27-0-13 34-1-0
7-0-3 6-9-13 6-5-0 6-9-13 7-0-S
� 1
C4
a
4x8 =
12 lu
1.5x4 II 3x8 MT20H5=
3x6 = 3x4 =
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 FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing,
Except:
4-2-5 oc bracing: 9-10.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
1534/0-8-0 (min.0-1-13)
6 =
1534/Mechanical
Max Horz
1 =
-105(LC 13)
Max Uplift
1- _
-669(LC 8)
6 =
-669(LC 9)
Max Grav
1 =
1534(LC 1)
6 =
1534(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3744/3175, 2-3=2862/2484,
3-4=-2654/2458, 4-5=-2863/2484,
5-6=-3744/3175
BOT CHORD
1-12=-2877/3486, 11-12=-2877/3486,
10-11=-2877/3486, 9-10=-2004/2654,
8-9=-2877/3486, 7-8=-2877/3486,
6-7=-2877/3486
WEBS
2-10=-907/930, 3-10=-243/489,
4-9=-243/489, 5-9=-907/931
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
CSI.
TC 0.96
BC 0.93
WB 0.93
Matrix-MSH
4x6 =
3x8 =
3x8 MT20HS=
DEFL. in (loc) I/deft L/d
Vert(LL) 0.38 7-9 >999 360
Vert(TL)-0.7110-12 >580 240
Horz(TL) 0.23 6 n/a n/a
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces 8t MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) 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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 1=669, 6=669.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/2 ie
1.5x4 II 3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 155 lb FT = 0%
sty iit�t��ur�t�ta��actt3rn�se{diary fccu�musamnuT�r�ijsTaY-wtft�ye,��riir�turtt�r:,afret��tt�nttc�r.�nfnttat�fret:�tnrat�oo}tea�tat�iT;i>�ti�r> umteusa:avert: �.�ii,se�e�suwta�ia'i�or�
,..; �,itt�eaurtmssltnhesea(gtssrwnktdq dlatrt;oevto(e�aiu sreurtttta:KjetudaerZUi�n,xfaeaer+�rsat>3t<d�ctrc�9ns�hr�ksry�d s?jr_tttssa�btdta�epo�nd�t�irir�essq�evs.t�aym�ve�sa�imr .::.niithonYT fiomboTil, P:E
. , : � '. tdetdtksyrisfMteg Estigc Pansiser3�rd)It C.ar Ae reds �br'eigtdah aesaarm}i�¢sbre{AeltCtitlt(�i4RfeW .. sian3rfFt,-rxappeiil¢MT'Djeiiy6d4e tt�dsTint bdt�+�g4aq�hsh�ortai&Kgm9niitnspxa6d=r�� :: �.80083 ._
tileader t§NtralGffiepa 2Hn�tt,dap}aj �rae:tn�rmt>e rn+1>i t tsth t n ,ae >9w> irm,ditu tmud3rttud set r l its i aL,ecada,niedsrTF,soe : v+:c t� yuwmf3i ns rm t�rau 445 StLddc 13W.
dp(k
' xl?A INt(etRx3 yret! kr, kT,uteytsgnl tR_ReitmD 6 ,u_(s€)�tutr Nm _., t ex trts$ttlepf :m•tfp, }n(C, kt af2ei`tems neji i!iih"N . ..•.
"Forf Pterc� FL�349,46'
•{cP`ytig6f '7DIdF1Qa0fittifrek�atfi6n fTm04.idaeaiR�amti�liaAI 1m ,0—yd..i.*AafhaefTsTam,Db;111 P3 -
`1
a
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
A06
ROOF SPECIAL
1
1
A()074320
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:13 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-P4_LwzgwP_PVp ItR?LPEgZTu9lFjaZeD6g8pWLyNsE
174"
16-3-0
8-1-12 15-10-0 1s,0.8 , 1MB , z6-5-8 34-1-0
8-1-12 7-8-4 - 1-5-8 2-0-0 6-9-0 7-7-8
0-2 8
4.00 12 5x10 MT20HS= Dead Load Detl. = 9116 it
A
4x6 II 4x6 =
5x6 WB!::; 4 5
3x6 =
1.5x4 11 3xB MT20HS= 3x8 = 3x8 = 3x8 MT20H8= 1.5x4 11 3x6 =
17-8-6
16-3-0
8-1-12
15-10-0
16,0.8 19-8-8
26-5-8
34-1-0
t 8-1-12 t
7-8-4
0- 15-8 2-0-0
6-9-0
7-7-8
0-2-8
Plate Offsets (X,Y)—
j3:0-3-0,Edgel, f8:0-1-6,Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL)
0.39 12-14
>999
360
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.95
Vert(TL)
-0.76 12-14
>535
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.98
Horz(TL)
0.22 8
n/a
n/a
BCDL 10.0
Code FBC2014lrP12007
Matrix-MSH
Weight: 164 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 -Except•
T3,T4: 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 3-4-9 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 2-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
1533/Mechanical
1 =
1534/0-M (min. 0-1-13)
Max Horz
1 _
-121(LC 13)
Max Uplift
8 =
-652(LC 9)
1 =
-631(LC 8)
Max Grav
8 =
1533(LC 1)
1 =
1534(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3661/3140, 2-3=-2600/2306,
3-4=-2504/2320, 4-5=-2467/2339,
5-6=-2563/2437, 6-7=-2768/2464,
7-8=-3685/3156
BOT CHORD
1-14=-2826/3398, 13-14=-2826/3398,
12-13=-2826/3398, 11-12=-1973/2582,
10-11=-2848/3424, 9-10=-2848/3424,
8-9=-2848/3424
WEBS
6-11=315/486, 7-11=-953/953, 7-9=0/275,
4-12=-852/1061, 5-12=-676/573,
2-12=-1105/1102, 2-14=0/309
WEBS
6-11=-315/486, 7-11=-953/953,
7-9=0/275, 4-12=-852/1061,
5-12=-676/573, 2-12=1105/1102,
2-14=0/309
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s)-atjoint(s) 3, 4, 5, 6, 8, 1, 11-, 7, 9, 12, 10, 2
and 14 checked for a plus or minus 0 degree rotation
about its center.
6) Plate(s) at joint(s) 13 checked for a plus or minus 5
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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=652, 1=631.
LOAD CASE(S)
Standard
�9�a�cqikts;?aa+li3t dGriir'lt lCsl#IIDSSES;E[F�Y'�. FANfr,TOl4T'bFD4'pirs�ld (DSTDkt"tNEt';1d07�it0�dkiTias¢V:idr{e.s�pnatktsaistNp&snN}sT�ssCw�sia�istt3P"D�raiSttalms/T�Ti^!t.)",.,P.FtstnwS'�kfi:rtr,•9etiste�+flts ftdei�G`tt�D rlp ;�
N�ts£smeuw.ries,Gnk itedlasf lv"tatshr�dsaTusDenpfapnt[t! 5tecattEeTnterD,tkrtedws:;T"o,tpa,san®eshetry4nteed..., s�ng�ntaaasss�sl�itijL.irestdtTnledeaes raRcs}P nserjfH.lat2�ev�gl�x,kaasya�ttk ei;nth„ ,7y%iTtl:O'`II �:...
ra(,7ssdd�s. sjss6ta'4r c.@+ustas irAi}eCma,A�4isd}e laa�nGx kiC..LrD 1ev'pag®Aic n; dgiSlGtae litnst;DlasmtlalatasxW1}!t Tstasperil�dit'D rmnjDsyssss'ikTni ir. l�aGg, Jnyi4get�iu. sasf(x tEspsnStCr '..: ^t',$- ' 0083
rafc�itcrksignedGshumlDhsissFn awkkil'9aahrTseht#snaate5en46eYrtfrtg(wed fs5f.ltusiolW�tsd4j'%te(StfAmnianWiiurd jottcn iBFatifriiegmshBMeFmtas d"n:1it0lug✓•srasr�lupb)aeuWinsrMaa!icaierecs
Ft#tssr~T D tGsihi sgreiBtl IanY�eyl7rira%twsndta;TMc(t�is DaSpa tspata (SD itxtntlatDsswaiia' rass4tste tagkeetaetet 6a0'mp DttatrtdttdlnesaesfMueabii43 _ '6'tP C LUCiO BI}d.
` 3FortPiyrc�; FLr34995'
. � � > ri'E :.'70k6A;liuclTussaf.Antfioa F,.Tagt6a81 PF 9e"iddnnicnui�isdgro>geM:Ec&n ioam is rohlgAedpddDufrka`aiippp armstsinntino%Altoot7suc"s."s's'rAnfhaa TomL�ilfP,f
Job -
Truss
Truss Type
Qty
Ply
Pac/6511 R D65019
A07
ROOF SPECIAL
1
1A0074321
Ed
b Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, -Inc. Mon Oct 31 16:13:14 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-tGYj7JhYAHXMQSSeY2wTDn0?39aoJ69NLKuM2oyNsE
8-1-12 16-0-8 19-8-8 21-8-8 27-614 34-1-0
58 1-12 7-10-12 3-8-05-9-12 6-6-12
3x6 =
4.00 12 4x6 =
5x10 MT20HS::�
4x8 = 4x6 =
15 13 12 11 — 9
1.5x4 11 3x8 MT20HS= 3x8 = 1.5x4 11 3x8 MT20H6= 1.5x4 11
3x8 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
0.41 12-13
>995
360
TCDL
15.0
Lumber DOL
1.25
BC 0.96
Vert(TL)
-0.78 13-15
>521
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.58
Horz(TL)
0.23 8
n/a
n/a
BCDL
10.0
Code FBC2014ITP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2 *Except`
T2,T1: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 2-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
8 =
1532/Mechanical
1 =
1535/0-8-0 (min. 0-1-13)
Max Horz
1 =
-122(LC 13)
Max Uplift
8 =
-652(LC 9)
1 =
-632(LC 8)
Max Grav
8 =
1532(LC 1)
1 =
1535(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3667/3152, 2-3=-2592/2299,
3-4=-2497/2313, 4-5=-2513/2347,
5-6=-2826/2628, 6-7=3025/2670,
7-8=-3743/3214
BOT CHORD
1-1 5=-2839/3404,14-15=-2839/3404,
13-14=-2839/3404, 12-13=-2315/2920,
11-12=-2313/2918, 10-11=-2919/3487,
9-10=-2919/3487, 8-9=-2919/3487
WEBS
2-15=0/302, 2-13=1123/1127,
4-13=933/1146, 5-13=-845/818,
5-11=-255/227, 6-11=-462/621,
7-11=-755/762
WEBS
2-15=0/302, 2-13=-1123/1127,
4-13=-933/1146, 5-13=-845/818,
5-11=255/227, 6-11=-462/621,
7-11=-755/762
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) 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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=652, 1=632.
LOAD CASE(S)
Standard
PLATES
MT20
MT20HS
Dead Load Defl. = 9/16 h
3x6 =
GRIP
244/190
187/143
Weight: 165 lb FT = 0%
.. 9em�p�Y,tcssaxrein�Cit,��IC'FIIUiSESfS�aa'j,{7Rkt;JEP3�56.-0�r31SC5TOr1,"I�FP`)irLC7�tttt4ar"?mc5:i�:.la!7np�FnvtiisFiihsdubseHhaiBr;s r�sye iu�;P�ml�afa�eji•i3vitl�ti.rdn utSpole4t ate.,Odst3E'b:wfe7�tdtakiim ttl(
I bnit'rrar�funte�ei«arrant+rd�sissf�co�atu srrc�i,E�:4+1%rs�3va ,t�ti��zaa,a�r<�:<.��m��rs:tom=��ra&s�,faa�s� t�am;&ase�,s��� r.sFtkl rx�r�rsr��r,rum.�j� Anthonp T: Tdsn6b71r,-eiE
at.xrt�ns,�„}star�tn�usr�3r�i�,c.�r'F�amr,.,srr�a�ayarr�a,R,n���ruxr.,ne�is(mdpr><a��s�rattMshs<,�c��isFjoc�.rtid�KdarT;lu;�Fs��rrxra��t�,natsrrxnsy��-FaE .80083,
ruuiayrr�amr�o-�, mwtcsa�a,tsvarpnmceilj�t��ecrivr.t,x«�sxnm,ix�nr}rix?rtessut�nvsuev�r!gpe�nrsitr,anus�fa:sF�„opEvmra,�tarcevgatxivv.aaeiu 44515tµ1`utleBlcd.
' stin�!3#si�3 eivv6x�vFgtlelxhrPnglrz3�ty}lntieir! ritmsOvu .., tD+;�P��i RriC+ ' � , - '?7 .!'J�:.... .. .......... �FOFt.P,i2F0e FL.3Q946
CaprigEr�11(IIdA;ltaoiTcsses,\6nt6onyJ.Jcm6si0�Pi APraAnhiodufrlsdarumem,igo"uVfam vspro6i5itedtva6nnithe`srips4Formiss:adfin�A1 PontLb'ss"ts,AarhaeCCfomD'oIIIP;Es
Job
Truss
Truss Type
Qty
Ply
Std-P_ac/6511 EL D
A(�074322
65019
A08
ROOF SPECIAL
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640-s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:14 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-tGYj7JhYAHXMQSSeY2wTDnO?e9asJ1 MNLKuM2oyNsE
8-1-12 16-0 8 21-8 8 i 23-8-8 , 28-2-11 34-1-0
8-1-12 7-10-12 5-8-0 2-M 4-6 3 5-
to
A
O
4.00 12
4x6 =
5x10 MT20HS--
14 1. 12 .. 10 9
3x6 = 1.5x4 II
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 FBC2014lrP12007
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2,T1: 2x4 SP M 30
BOT CHORD 2x4 SP No.2 *Except*
B3: 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pur ins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 2-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
8 =
1532/Mechanical
1 =
1535/0-8-0 (min.0-1-13)
Max Horz
1 =
-122(LC 17)
Max Uplift
8 =
-649(LC 9)
1 =
-635(LC 8)
Max Grav
8 =
1532(LC 1)
1 =
1535(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3663/3162, 2-3=-2595/2314,
3-4=-2501/2329, 4-5=-2556/2344,
5-6=-3074/2793, 6-7=-3261/2847,
7-8=-3731/3355
BOT CHORD
1-14=-2848/3400, 13-14=-2848/3400,
12-13=-2848/3400,11-12=-2711/3311,
10-11=-2711/3311, 9-10=-2711/3311,
8-9=-3060/3482
WEBS
2-14=0/299, 2-12=-1122/1119,
4-12=-876/1103, 5-12=-1103/1081,
5-9=-505/553, 6-9= 629/786,
3x8 MT20HS= 3x8 = 1.5x4 11 3x8 =
3x8 MT20HS=
23-11-14
CSI.
DEFL.
in (loc)
I/deft
L/d
TC 0.96
Vert(LL)
0.4110-12
>992
360
BC 0.95
Vert(TL)
-0.7712-14
>533
240
WB 0.95
Horz(TL)
0.21 8
n/a
n/a
Matrix-MSH
WEBS
2-14=0/299, 2-12=-1122/1119,
4-12=-876/1103,5-12=-1103/1081,
5-9=-505/553, 6-9=-629f786,
7-9=-491 /681
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult-170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces 8t MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) This truss has been designed for 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in -all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and -any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=649, 1=635.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/2 it
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 1871143
Weight: 159 lb FT = 0%,
., Petet Fiteu?a'tPptt enesfas'�t([`�{np{S8#?HS�uieHItT1YS�,0wT�T�IK'§SiDaR"rNiCj.0iC19lQ�Y�Ttxv Patl{.ie'k^ekatgtitnalrilnhs tart �ss[ity�h�t�'.,cif�l7tzTuusaG P,F[eksnuiuifietn est 7dtss4i;yis�7kkew�T3U� .
�un�tt�toa�baat+alttnaai�tr:afnr�i f�ttrtoea�%;aCa sru�&�ntuilamroir,teuetws:�m�tee�rrdsee�ttarn:�lnar�t�+ti,.eu�kt�ue>ra�t>,�tpa,ti�at�trp`t�tasgtt;t�Fyn.itryaaz�+,mrkr!7 ;�afhon ";T%fiom6alIl P:E:•
�ttidit.isssiuleirafgsi lta nsts:s3.WrdtliQ,lalhrilryq?�etts�n pxK$"-�?ltltupotr rl�tu�ild�ilrGdiit(udr�ftt�6r�.iaj tt3awirt�i I»�att(diliMO ttdurfieilr rtttkfins:_bfi��q, strt:4'.�tEtnd&scgsletl GriuFns�s6d�p eri Y x 8Q083 ._
A dtjdtree nEci9n sn� sit taa�t sataet�nacnt tzss reiucswuet�vauttst� it.i.gte} rec rant zr a�■ibis r�su�t tt4[taes ipa tfe cmaf aesatrns�t.� . m,; ar �xsadc cjr btu
SD 2� Leicie Bltri.
rtWr,?edcl r(Wtut gntltrrth rPijk7{1'nsa ti tt.ttartms tltsirtlt;a��i;STMt6tsra nsYSfsiw Eep}maCm` fatrrey 7a:rt�fsltei'tcerderileGsttb"jf r
� 'Fort. � rc�; t1�s3Q446'
••<<• ••• �(apprght��TDi6,AlRaofiiosser•,�t6seyT.temSaAi,PE: Rip`rclaaiod"ofthiiJaromem,ig6nj�fa;a,tspro6i6Aednn6outt6rwrineapn6tifsipntto�AlioulAnisi`,;Amhow�T:7omEu)JIQ:F;
Job
Truss
Truss Type
Qty
Ply.
Std Pac/6511 EL D
.1
A0074323
65019
A09
ROOF SPECIAL
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design(adattruss.com Kun: I.64u s uct i zu,io rnni: ts.uzu s Hug aT zuTo not t ex mausmes, inc. Mon uct o t to: t a: to cum rage
ID:W?quLcr?Re?LfzLe98RjH4yHM91-LS65LfiAxbfD2cl g6mSim_YCWZwJ2a?Wa_dvaEyNsE
8-1-12 16-0 8 23-8-8 - 25 8-8 , 34-1-0
8-1-12 7-10-12 7-8-0 2-0-0� 8 -4-8
4.00 12
4x6 =
Fvr. %AIR-
13 11 9 8
3x6
1.5x4 11 3x8 MT20HS= 3x8 = 1.5x4 11
=
5x6 WB= 3x4 =
25-8-8
8-1-12 16-0-8 23-M 23-11-14 34-1-0
8-1-12 7-10.12 74" 0.3-0 8-4-8
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.82
Vert(LL)
0.41
9-11
>995
360
TCDL 15.0
Lumber DOL
1.25
BC 0.94
Vert(TL)
-0.77
9-11
>528
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.54
Horz(TL)
0.22
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP M 30 *Except-
T4: 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B2: 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 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 2-2-0 oc bracing.
WEBS
1 Row at midpt 2-11, 5-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1537/Mechanical
1 =
1530/0-8-0 (min. 0-1-13)
Max Horz
1 =
-122(LC 13)
Max Uplift
7 =
-655(LC 9)
1 =
-631(LC 8)
Max Grav
7 =
1537(LC 1-)
1 =
1530(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3639/3130,2-3=-2591/2296,
3-4=-2500/2311, 4-5=-2580/2303,
5-6=-3281 /2939, 6-7=-3511 /2964
BOT CHORD
1-13=-2817/3378, 12-13=-2817/3378,
11-12=-2817/3378, 10-11=-3064/3730,
9-10=-3064/3730, 8-9=-3061/3733,
7-8=-2633/3240
WEBS
2-13=01288, 2-11=-1110/1101,
4-11 =-769/1035, 5-11 =-1 447/1372,
5-8=-824/724, 6-8=-591/802
WEBS
2-13=0/288, 2-11=-1110/1101,
4-11=-769/1035, 5-11=-1447/1372,
5-8=-824/724, 6-8=-591 /802
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s) at joint(s) 3, 5, 6, 7, 1, 12, 2, 13, 11, 9, 8
and 10 checked for a plus or minus 0 degree rotation
about its center.
6) Plate(s) at joint(s) 4 checked for a plus or minus 4
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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 7=655, 1=631.
LOAD CASE(S)
Standard
Dead Load Defl. = 9116 ii
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 154 lb FT = 0%
�., p ihteaxemla[tt rcxl�'�[tOr7dUSS6 fECt ^ttliii[IEeu3it COYAT�tS io'f�;'t ._. .:-. .. •. e,G1� ��� _. ,_ N0'�L'tS7YtF(!d:+T"mn'Pttd[dits�damtNtsofi:dfffnasNs mstmya[ttl'ay P�cif�t{eIT Tsmit lwti letn�eeStNkiar ase, 7.lttteM�luSiahlt+tNddk,aa�
Wtas�par»tstmdemara#gtrt~ mksdsi`41pr�at(tnh�[oTrapt syeuas,�•�.et�uaati 6fetma��aep;,matt�fu�d�nty�minat&t�a�s;�f.tRtsc�escerat'.ofa� �l.r7ttijsta�,ttm�� ht�zR�fsa�;,,m�afi :,Vithadry7: T0�n6ai1!, P:E
alntaltinis�sslumTdplMmfa�hi eltltC tali6.e'F�sri�ara�a�+dti'ttfta�33r�sn®ni�uidtf ItGull(;aaiCtlrn7mSatietea3ff4L tut�pidr�'it&sCOtnur6eidtttt(deT,u{irlxittWuM4'U't7rnesecdiif,C;s�Se6e�ftspztbiltfAi ".� �;80063 . "'
diean;ru�w�n=lcsnaahtau�fma,r u�trarrcrtitrtes�riwrra�aarseRnrltrnly�/t�nctmeilnnmantt,u�t tiFr�a esa ams!»ns�a�Tnscoas msttu¢Tq.+zfwarxt,n 44515t LacleBlcd.
+tSttr•.,_lM�(tfaa)t�rtetBTµca, rlrr.:itit Kn �htfSMtltiss CeLp[tac isl',pe tuH#Sgi'u�a t?t33CiLaE;juMsaltar�nlfm}.,A:cr�t�inihotat titduetst`I(i;. 'FOrt P,s2fC2 FL,¢946.
-� . ���•• � ;fcpytigktt�710166;IFaciTfusfer Ant6onpTTerl6altl,Pt. Azpiidnnicap[tts"dutument.ieonytgSm,tspio6bitid,pn6outthsvr•stioapetmiisSnctio6s;Al�cathassei�Mthear[sfnmDollfP,E
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A(;074324
65019
A10
ROOF SPECIAL
1
1
Job Reference (optional)
Al f<ooT I cusses, con coerce, t-L 34tl4o, aeslgnLaltruss.com
Kun: r.twu s uct r zuio ennu ts.uzu s Aug 3i Zu1 b MI I eK Inaustnes, Inc. Mon Uct 31 16:13:1b 2016 Page
4.00 12 5x10 MT20HS=
5x10 MT20HS-- 4
3x6 -- 1.5x4 11 5x6 =
3x4 7r-- 3 5 5x10 MT20HS=
2 6VN9 7
Ri
15 14
C9 8 _
19 18 17 16 13 12 11
3x6
1.5x4 11 3x8 MT20HS= 6x8 = 1.5x4 11 5x8 =3x4 =
=
1.5x4 11
7x10 MT20HS=
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.74
Vert(LL)
0.68
15
>602
360
TCDL 15.0
Lumber DOL
1.25
BC 0.93
Vert(TL)
-1.15
16
>356
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.98
Horz(TL)
0.35
9
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T4: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 *Except*
B1,B2: 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W4: 2x4 SP No.2, W10: 2x4 SP M 30
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-5-8 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 2-17, 4-15
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (Ib/size)
1 =
1529/0-8-0 (min.0-1-13)
9 =
1629/0-5-8 (min. 0-1-15)
Max Horz
1 =
-144(LC 13)
Max Uplift
1 =
-633(LC 8)
9 =
-765(LC 9)
Max Grav
1 =
1529(LC 1)-
9 =
1629(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3620/3126, 2-3=-2586/2301,
3-4=-2492/2316, 4-5=-5120/4588,
5-6=-6776/5870, 6-7=-6696/5756,
7-8=-3354/2983, 8-9=-3554/3031
BOT CHORD
1-19=-2775/3359, 18-19=-2775/3359,
17-18=-2775/3359, 11-12=-3421/4136,
9-11=2691 /3295, 14-15=-3942/4885
WEBS
2-19=0/288, 2-17=-1092/1101,
7-12=-2538/2116, 7-11=-1201/1060,
WEBS
2-19=0/288, 2-17=-1092/1101,
7-12=-253812116,7-11=-1201/1060,
8-11=-652/879, 5-15=-1295/1291,
15-17=1644/2251, 4-15=-2685/3074,
12-14=-4076/4923, 7-14=1863/2336,
5-14=1821/2141
NOTES- .
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s) at joint(s) 3, 4, 7, 8, 10, 1, 18, 2, 19, 17, 12,
11, 13, 9, 16, 5, 6 and 15 checked for a plus or minus
0 degree rotation about its center.
6) Plate(s) at joint(s) 14 checked for a plus or minus 2
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 1=633, 9=765.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/4 iI-
�1.5x4 II
\TToo
�LYI O
3x6 =
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 176 lb FT = 0%
+pxsu;�lieen�FxngbJ7nnr:{fTSS.1W[ 11(5i`fj',SCIrH'�,#�lllTQslfi(Oki(II�D�FeS.piSfilME�.RCtLIC�tYtll".Ism;'Setlrle.ig(a.�umMeiur®i'teafwhsnsaws.T'�msCss�knn�dA9efr$*qi7�(f;/.E�Idnn:e���ease:UelnselksnsesMilatttilUOmij
WTItMk'JifrSStiIrNOS'II111IP1C{I11Il1SIIL. tir�nSU (IL TRCS(4ft, IpY25W gIXTOIIJITn{[MWAffL&1dL1,..`..54nI Q�L'IHRBIiS,..r.,ll�Il:Ef IGi+'�d,Gff9S TASS �fl'ROi�NDpIG9II(I IPI r. It�FjS63 IHF�rINSUK'SfIR(IIdT �Ail.hOfl''=l`7•.b6
a�eudWst"�siaur a�ilieensyni�r(dtap.�v �pnra.crabtuacmmaeir.,� srcwr;��owldninCsearnfjt�(�e*>b�,r�a�lei (tea�in`�tnrtooe>im�sNlSedtle sn[�Ado�ksti'a�sk wnllnin�yswnken�ispG;sa�drs# y om.. r .
8ar�?atip Jfv�rr adtall,1`rthss*eiilatli.IC6ss11�tTutal;nkrmsdtie ralfo GSslrt'ifllansYas sN(sFeJ INmfNG+siselerhar
�: - 6)� tsE�eexsifrAnuId£essma.;sgsevi++6lis�dkaisd RrtJ•ns,Ueci(wf tsessEes�s'yii!!N c�,lry-stwmaltpiart wets
RR iisrUseefisidb)4(sdn~dgj e;7. h»Nn➢tltfbFei?a�kesletTitf ii"sPevpis¢ngh'rpr4lGdfiylw>;gui ktTntsft3 n{apiexot,�i,ufvp llio{rognfwvsc 8s`aem.fut(1 , F rtP erce FL, 46
' -• _ � Copnigb(�YD16A=1foolTrosses pnthCn[I<Tpm6DIIFP�Repiadueunu!>hi3datemeeilipuoyfbsmitpmtii4ileErtM16mtle'r.'TittopFrmissio6ljortiAlFpotTreiiei`-Am6onp,[:luin6o13(P,E
Job 1
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074325
65019
A11
Roof Special
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
8-1-12
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 3120116 MiTek Industries, Inc. Mon Oct 31 16:13:16 2016
4.00 12
Sx6 =
5x10 MT20HS
16 '� 14 — 12 11 10
3x6
1.5x4 11 3x8 MT20HS= 3x8 = 4x4 = 1.5x4 11
=
3x8 MT20H5= 3x4 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.86
Vert(LL)
0.46 12
>891
360
TCDL 15.0
Lumber DOL
1.25
BC 0.96
Vert(TL)
-0.79 12-14
>518
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.72
Horz(TL)
0.22 8
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T4,T5: 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 2-7-9 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 2-14, 5-14
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
1531/0-8-0 (min.0-1-13)
8 =
1630/0-5-8 (min.0-1-15)
Max Horz
1 =
144(LC 13)
Max Uplift
1 =
-634(LC 8)
8 =
-762(LC 9)
Max Grav
1 =
1531(LC 1)
8 =
1630(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-3647/3146, 2-3=-2582/2301,
3-4=-2488/2316, 4-5=-2564/2329,
5-6=-3787/3335, 6-7=-3455/3040,
7-8=-3602/3087
BOT CHORD
1-16=-2795/3386, 15-16=-2795/3386,
14-15=-2795/3386, 13-14=-2914/3567,
12-13=-2914/3567, 11-12=-4048/4834,
10-11=-4047/4844, 8-10=-2777/3356
WEBS
2-16=0/298, 2-14=-1122/1117,
4-14=-860/1091,5-14=-1335/1299,
WEBS
2-16=0/298, 2-14=112211117,
4-14=-860/1091, 5-14=-1335/1299,
5-12=-284/544, 6-12=-1323/1184,
6-1 0=-1 785/1637, 7-10=-823/1021
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; VuIt=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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 100 lb uplift at
joint(s) except at --lb) 1=634, 8=762.
LOAD CASE(S)
Standard
Dead Load Defl. = 9/16 h
5x4 II rn
IA I It
6
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 160 lb FT = 0%
�.,i�i=rim:.daT::;;:.�,�ztrotTt4l;Est'sEtfH'fHkaSidiitlsaeDpUrteMNsi4YCtCd►,LStA�ii�Illl'hm:srard���reea�a�as:af�an:,:r>iii�,s��a�ds��DD��nefdde�iiors�idrE►di«:�si�ii�r.,G;ud:::�ik:w�::stmeK�lod,mii
i WTesmaea+rr sslilskac-I hiRtlr0�o1 nD0..►srTross03sm fspm.Ic 5p5dryferhe&pt:e std arnJ00rynsutimmep xAna pgessierin sis(ml1d �+irrttks:,pdAe smdsTnse k}rhlndeTUDvNr nln-it}l.. ingsns ro}sjhrixf rtdams•y) {. ;gjlth0fi T`7oi56411 PE:
Gil t psinntrv^hw:rtT,r{��auil)nrstcpnarrt/stCe-onxta 0ron�rakum�fayawae'Gilu'sr ontfsp sadotlesldskn(�ng3(nfdsn®rUrbrluk�PYT pe ggnmltddt,Tooaetui fiemrfedne rmis ad'd�jrx�d'�i�esr issnl�etne mdfaiu?d slmk6etruw+Auif�T : y ;��SD6.3 ': .
.. Ibiay*�teeleax: Ll nhrs�le�md;l@Desi�lepBGrcisa�ilnfduKdralgllri9GalzedfstiJ(LMjmFiltC4jleknRadIN ceiSt(1nidcm.dhtysusdgMnu lrfltsCa�eyrtsPa aeivd.?1<sNtkT nz0esitteixTrKsG+ayiheH mlTlcisAse2aAr`rty�+kss
SLuc�iQ Blytl
3es.
s��irttEfie`16�1fapiplad�iepTjnit�n�nrlrrtijihe�icnslitk in irviit±ts�s.Faffeg(Ii:FOr�i+�dar l4ujw,iifmfys!eAio�ripS�lag6afldhf:;,ldnTFo7teS:xoc rt>•nlldoeliailN.,, �FQ[t Ple�t4; FL,�494b'
•� - � CapnigM�l1DI6A-I foolirpssssAnlGaorl�Tpmh0111pER,�pratoetieaoltBi{dac�mect.Ilan"r(brmss'p[odi6ileAwslheu116'e,"mAEp;pprmssssnnffomAl6potbei;e"s-;AnlhpupTiotuppll(,�Y.Ev
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL- D
A6074326
65019
Al2
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
H s moot s russes, rorr rierce, rL j,+tmo, eessgnLaiiruss.com
4.00 12 3x4 ;
10x14 = 5
5x6 =
1.5x4 II 3 W2
. 2 r nc�
rcun: muzu s Aug 31 zu1 b ennt: u.uzu s Aug 31 2u1 b rim I eK Industries, inc. noon Uct 31 1 b:13:1 i 2016 Page
I D: W7q u Lcrt Re?LfzLe98RjH4yH M91-I rErmKkRTCwxHvBDEBUArPdVRNcI W PUp 1160f6y%E�
18-0-8 23-0-1 27-11-7 31-8-8 .33-8-8: 36-1-0 37-5-0
4-11-7 4-11-9 4-11-9
5x6 =
7
1.5x4 11 1.5x4 11
6 8
22 21 20 19 18 31 32 17
3x10 = 5x6 WB= 3x8 = 5x8 =
3x8 = 4x4 =
Dead Load Defl. =1-1/16 i
3x4
9 5x6 -
-Sx8 =
10110
12 1.5x4 II N
13
0
16 15 14
4x4 = 3x6 = 3x6 =
1.5x4 II
-7 31 8-8 33-84
l 3-9-1 2-M
LOADING(psf)
SPACING-
2-1-4
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.98
Vert(LL)
0.56 17-18
>770
360
TCDL 15.0
Lumber DOL
1.25
BC 0.90
Vert(TL)
-1.48 17-18
>292
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.86
Horz(TL)
0.22 12
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP M 30 *Except'
T4,T5: 2x4 SP No.2
BOT CHORD 2x4 SP M 31 'Except'
62: 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W2,W10: 2x4 SP No.2
OTHERS 2x4 SP No-3
BRACING -
TOP CHORD
2-0-0 oc puriin
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 4-8-13 oc bracing.
REACTIONS. (lb/size)
2 =
1814/0-4-12 (min. 0-1-8)
12 =
1805/0-5-8 (min. 0-1-8)
Max Horz
2 =
139(LC 12)
Max Uplift
2 =
-836(LC 4)
12 =
-831(LC 5)
Max Grav
2 =
1814(LC 1)
12 =
1805(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2655/1090, 3-4=-5947/2426,
4-5=-4892/2009, 5-6=-3792/1521,
6-7=-3795/1640, 7-8=-3818/1652,
8-9=-3814/1532, 9-10=-4927/2035,
10-11=-5929/2445,-11-12=-3198/1.329
BOT CHORD
2-22=1045/2381, 21-22=1026/2336,
20-21=-2607/6267, 19-20=-1897/4624,
18-19=-1897/4624, 18-31=888/2621,
31-32=-888/2621, 17-32=888/2621,
16-17=-1799/4659, 15-16=-2460/6170,
14-15=-1127/2895,12-14=-1149/2941
WEBS
3-21=-1544/3825,4-21=-1457/675,
4-20=-16611719, 5-20=-110/403,
5-18=-1172/623, 6-18=-382/326,
WEBS
3-21=1544/3825, 4-21=-1457/675,
4-20=-1661/719, 5-20=-110/403,
5-18=-1172/623, 6-18=-382/326,
7-18=-639/1359, 7-17=-650/1392,
8-17=-389/330, 9-17=-1185/631,
9-16=-139/447, 10-16=-1548/677,
10-15=1393/638,11-15=-1342/3322,
11-14=-263/128
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plate(s) atjoint(s) 1, 3, 3, 4, 7, 10, 11, 13,-2, 22, 21,
20, 5, 18, 6, 8, 9, 16, 15, 14 and 12 checked for a plus
or minus 0 degree rotation about its center.
5) Plate(s) at joint(s)19 and 17 checked for a plus or
minus 3 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-M wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s)-except at --lb) 2=836, 12=831.
9) Graphical puriin representation does not depict the
size or the orientation of the puriin along the top and/or
bottom chord.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 55
lb down and 46 lb up at 33-8-8 on top chord, and 16
lb down at 33-8-8 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
PLATES GRIP
MT20 244/190
Weight: 190 lb FT = 0%
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: 1-3=74, 3-4=-74, 4-7=-74, 7-10=-74,
10-11=-74, 11-13=-74, 25-28=-21
Concentrated Loads (lb)
Vert: 14=-6(F)
h'mau=llreseAmgrllrssLwtlW'2110t. j�'Sifi�'SE4U}6E9if1t`3iislib(9kiinC{5.pnt919j1PM�d�A07?'.itLkflrl'_hr¢+Te.A4hrpraa®hiss®1'ieadrnhsafiisimsGs�SLpsvigRDP��shAd��iT:tDq IJ,tElefne-:e2eN�ebrtvse>9desseik vnettml.stlkiDO aij
.:..,', r4Trraxar{tees sl9rNrsdlutMlt-0mimgd.AssTjusO?+gWrlDt fN'ubrhWru>rksMateeflPtNMsns®anp.'atd�s ps¢sslsnla�a?anArtris,TsRIR'srWfniitifsalhT7sslefaM14ID➢Nr ndgtrJ.1.,TAt&sryamtwpess ls�nsg mt�i�ss;�7ttt i.,. 1 .,MthbrlyT'Tgipbo'lIT,EEk
�euams�ecsl�a{riot']Ienrre)lrtaoasuCayxwswanaard«ae�ey>patowlEulcues�>5(nlprrrnttra�a7nleWreald64T00es1ertulA>#edsMefrvisoddyyted�kne�nMernevd�eugs+B/ea.issAu{t .
`7braatl0is�nr��tte{e� W¢tns�eA le�tl40ss11lepsoiasmljMernesdlxlalta�Ga�d'id9jlfana3ei�IXSl}�rtfi!�1,,>�{Ifiael54(l aeleltttedhtle'tnd��a R'it�t5ess{rov3�:rofiadtAKsN,MrTryaDesieft Trassrin9?`ili?�!r mllRgsNEe7iJaitw ess ':
"800, 81
eti, ixi i ahrteoCmasnawrolranmplr ujmesxear:t'tesinssGzup[ywq[ cfi p yte i:nmsssy :afgy ,i�yi�uor:„uta rrluosv ls/xa Tni, ;F4 51 SL Cycle Blvd.
i' 1 .ie2e FL'3g946'
- CoPjTigfil�Y�D16A11eoliriissss AaMcstrlTom1t0111,PE::NepioLogidnofltiifdatamecr�muopt6sm,Kprn6sTlj(edvntM1cerrhenimEnpr[msSsioUfioCiAlRpalTruiEi';AmboayT.)uig6DIIt;P.F
Job - a
Truss
Truss Type
city
Ply
Std Pac/6511 EL D
A0074327
65019
A13
ROOF SPECIAL
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
2-0-0
Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:18 2016
ID:W?quLcr?Re?Lf7Le98R)H4yHM91-m1 nEzgk3EW2ov3mPnu?PNdAgLmxYFwOzGysaB.
16-2-0 19-11-0 26-8-5 1 34-1-0
5x6 = 5x8 =
16 15 .. 13 12 10
3x6 = 3x4 = 3x8 MT20HS= 3x8 = 3x4 = 1.5x4 11
3x4 =
3x8 MT20HS=
4-0-8 6 0-8 10-7-11 16-2-0 19-11-0 26-8-5 34-1-0
4-0-8 2-0-0 4-7-3 5-6-5 3-9-0 6-9-5 7-4-11
Plate Offsets (X,Y)— (7:0-5-8,0-2-81
LOADING (psf)
SPACING-
2-1-4
TCLL
20.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
NO
BCDL
10.0
Code FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP No.2'Except•
T3,T5: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
2-0-0 oc pur ins (2-5-10 max.)
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 3-4-6 oc bracing.
WEBS
1 Row at midpt 5-13, 8-12
REACTIONS. (lb/size)
9 =
1610/0-5-8 (min. 0-1-14)
2 =
1716/0-4-12 (min.0-2-0)
Max Horz
2 =
137(LC 16)
Max Uplift
9 =
-683(LC 9)
2 =
-818(LC 8)
Max Grav
9 =
1610(LC 1)
2 =
1716(LC 1)
FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3816/3183, 3-4=-3671/3136,
4-5=-4160/3590, 5-6=-2968/2640,
6-7=-2765/2594, 7-8=-2936/2578,
8-9=-3890/3312
BOT CHORD
2-16=-2905/3554, 15-16=-4377/5189,
14-15=-3199/3921, 13-14=-3199/3921,
12-13=-2059/2717, 11-12=-2993/3618,
10-11=-2993/3618, 9-10=-2993/3618
WEBS
3=16=-866/1113, 4-15=-1324/1230,
5-15=-304/584, 5-13=-1320/1247,
6-13=-464/611, 7-13=-149/251,
7-12=-298/496, 8-12=-994/1002,
8-10=0/275,4-16=-1894/1729
Dead Load Defl. = 9/16 ii
3x6 =
CSI.
DEFL.
in (loc)
1/defl
L/d
PLATES
GRIP
TC 0.97
Vert(LL)
0.46 15
>885
360
MT20
244/190
BC 0.97
Vert(TL)
-0.8115-16
>508
240
MT20HS
1871143
WB 0.63
Horz(TL)
0.22 9
n/a
n/a
Matrix-MSH
Weight: 167 lb
FT = 0%
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vuit=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated. -
5) Plate(s) at joint(s) 1, 3, 6, 7, 9, 2, 14, 16, 15, 5, 13,
12, 8, 10 and 11 checked for a plus or minus 0 degree
rotation about its center.
6) Plate(s) at joint(s) 4 checked for a plus or minus 3
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 9=683, 2=818.
10) Graphical purlin representation does not depict the
size or the orientation of the purin along the top and/or
bottom chord.
LOAD CASE(S)
Standard
@s[8iapap6e�pi'idpig=�atgafitrfCw6fmaQusi��d;d,�himptDtaIoWw6f�,eltAJAtdpn);ml,Itpleadtgtdnaool.fn3srd¢dirTuftlUl4ilrryr,g�u!dlRskwpaxrIrl�ftrsssCOs-0rys►CPv�ArTeondS�[tgt#'stSre6EddSy(nSaidrlrlift.lGrt�AtiS,i{tiTl�OpmleTnEmsPryfi6u>nsin0f 6a1Dll1+1roep1ttAiOgs1P1ni�bu'1fh`er;TecE®+irl8snssraelaif9pYs`�+&ialaPoaW.neCdyr�oFppiSilpa,a&tillaaikwf7at�MtlnuoJafnNEtlefianhnry7ei> .6}ill�i0NdiTtjojDr,t'�tbWraextjm�ruafsexelndr�lalw&daSHpnial¢ro�ln�slov�rf}nllmayuC�Uf(aeftitayWff3:rro7bnlLlnNsiniensl�'su'.tnp6SSvre1Mnopvh�U�temla16!'9�ee�lpytetrae�dnsadx(eNne�emSdilQ/rtthMadaompemoryryltzsi6el¢eslaheeeiettk�cl_wivantAs•e9Tn3�n A/lyil�etge�MnepioeGep�ndNecac�uNrulmetettAslatiMnrsren�swlYroatnnnRsftfelu�allmldqifl�l9nor_ldr?iCfiAalirddsul�MadP_t,npl9NB�OEervsfl'lILgeOrqtUWWrs�n:�,QsGis,re N¢> 'sTat'va;p,rAl1ui1+:o9lnTiltl�a;oktssnemtigdi&eTamt�i(:jeazilo�Ttiisneesse6[af�ui�Ma�l1d"7lr9fdUaP1UuEu�e�Edf;lapTe„drmnestean aeels�eti?i?rt,1e�.t,,�ijLtixmtdeMsno�rys�escum�:eUsesylTindoallsn�nix!ol�usy,ovhsniMrtEe➢�aspItsieini/i�.lhzxxnnR�?ri�EritonTary`De6rU>a,cqaM?ell•terddJsi 'CC' �jUjitF4ho4ortr5iyPi' l7Se�Lr''cVS"el;l'06F8L36,
Bgl1vIQda..fi
Z:
Idyry
Tur¢,.1,
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A11074328
85019
A14
Roof Special
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:19 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-EELcB01h_gAfXDLbLcWewgirCAHP_OE6Vbb7j7yNsEl
r1 4-Q 6-0 8 , 14 21 21-11-0 , 27-9-1 , 34-1-0 a5-5-Q
1-4-0 6 0-8 2-0-0 6-1-8 7-9-0 5-10-1 6-3-15 1-4
5x10 MT20HS--
6x8 =
15 13 12 10
3x6 = 3x4 = 5x6 WB= 3x8 =
3x4 = 1.5x4 11
3x8 MT20HS=
Dead Load Defl. = 9/16 it
3x6 =
6-0 8
8-0-8 ,
14-2-0
21-11-0
27-9-1
34-1-0
6-0-8
2-0-0
6-1-8
7-9-0
5-10-1
6-3-15
Plate Offsets (X,Y)— [6:0-3-0,0-1-12)
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 0.97
Vert(LL)
0.43 13-15
>950
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.99
Vert(TL)
-0.83 13-15
>490
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.53
Horz(TL)
0.21 8
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
- Matrix-MSH
Weight: 164 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3,T4: 2x4 SP M 30
BOT CHORD 2x4 SP M 30'Except-
B3: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 4-13, 6-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
2 =
1628/0-4-12 (min. 0-1-15)
8 =
1626/0-5-8 (min. 0-1-15)
Max Horz
2 =
103(LC 16)
Max Uplift
2 =
-791(LC 8)
8 =
-774(LC 9)
Max Grav
2 =
1628(LC 1)
8 =
1626(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3695/3023, 3-4=-3503/2981,
4-5=-3245/2745, 5-6=-3039/2711,
6-7=-3064/2618,7-8=-3730/3134
BOT CHORD
2-15=-2682/3434, 14-15=-3481/4293,
13-14=-3481/4293, 12-13=-2138/2860,
11-12=-2807/3474,10-11=-2807/3474,
8-1 O=2807/3474
WEBS
3-15=-721/970, 4-13=-1337/1288,
5-13=-253/568, 6-13=-191/388,
6-12=188/451, 7-12=-684f718,
4-15=-1177/1115
WEBS
3-15=721/970, 4-13=-1337/1288,
5-13=-253/568, 6-13=-191/388,
6-12=-188/451,7-12=-684/718,
4-15=-1177/1115
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DO '=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s) atjoint(s)1, 3, 5, 6, 9, 2, 15, 13, 12, 7, 10,
11 and 8 checked for a plus or minus 0 degree
rotation about its center.
6) Plate(s) at joint(s) 4 checked for a plus or minus 4
degree rotation about its center.
7) Plate(s) at joint(s)14 checked for a plus or minus 3-
degree rotation about its center.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
9)' This truss has been designed for a live load of
20.Opsf on the bottom chord irr all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and -any other members.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 2=791, 8=774.
LOAD CASE(S)
Standard
.. _ �nen�rtle` 1ltlC lid'.SEtlfC�6Ek8111i1dSL(9tIICCtt.NSfONI7CY4i'��63C�i1lfEl`.hra:icNYh,ptaeednxad'ieadr�hrnfvstgseCtsysL§moll uaO�ltlFaalT.7exta ll,/.E,lelhe,:ekvUB+mmapelns0 trlushislnikeiUtl,nlj "
..,`, RlTes'�.arykrs�.IreenNfntkitrdxtnsVl.,Ase7rnsDss�itiypx fpcxy[iist�„arsMeuY.toorHmFarmmep�asx(mp�esmnl.etpttare(nsYsnidarprl&ks.�mea�sa� Tm���N!kttl9nh>a�sY!?}! lkhshlSyseotnnr,lausgnRrarsrtmcteAT :: ,p�ttion T'TOinbo III:PiE-:
_ v�sud�hs�lressrum 1Eyi;aeresHeiararddeonun:�nariLmacruaiue t�l[¢Y On�nlru,ueeildlSelu.aestnEA�l�-EsakvetsYl ieegSrdduG7o0as+mjuilK merttit rrdfdsti;" 'trshumwu'd&wgs�ahbir.aYd: y
T1a&E?dxtPel�,endlaneax k9esls,s3vAh@¢.I�tlaslylE)cdl,ulw�lnkrvtsrfM lgHhl Gr�dj'dyr.W,si¢stut�r61}IriYkdb�tflalSt(M ne�[I�ro:NhTgiu��l�etlatt IP lta�iStissi�uii��IhittddaFrYdGSTtifsGesl-gHs1tess64tr�i��e`eiadl(ess l6adp,RnP�xa � 445f. St: LliC(" BIVd.
'slrsiatietaapafAlreGa�ed.q slstinnsrlft0)vam lnh"}t'illfirsstps,�6itanfs&CI'6s&CBy hspu.Nin stjskv.[viiiutdFrislllbr. llCnpnueluosuyil idrrJb.Rkl;. - e
' -• � iopyfigM@.�Dlb'k-SEoatimsks Apthcnri.TD�6d111 Y.f Reprulu4ianptfhisdoEemecrcigao%iotta,rprodiGifed;x,th6u114epiiAkFnp�rmisiion(fomAl Bo-DtTsai;°Ei'=,Aol6anyTrT,oiudo"IIG:P.F; e � � F 3g . �FRrE pi r e' L; ` Q46
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074329
65019
A15
Roof Special
1
1
Job Reference (optional)
Al KOOT I hisses, rorl rserce, rL 34a40, oessgnLa l truss.com rcun: 1.01#0 5 UOs I ZU I -. nm. o.04u a r Uy o 1 — I rvn , — awuau iw, .1— 1-1. v,n — . — . o a
I D: W?qu Lcr?Re? LfzLe98 Rj H4yH M91-EELcB Olh_gAfXD LbLcWewgisbAJ b_PI6Vbb7j?y
r1 4-Q 4 5 3 8-0-8 1__ 8 12-2-0 , 18-0-8 23-11-0 28-9-14 34=1-0 a5-5-0
5-t0-8 5-10-8 4-10-14
Dead Load Defl. = 9116 is
5x8 = 1.5x4 11 5x8 =
18 17 16 15 14 13 12
3x6 = 3x8 MT20HS= 3x8 = 3x4 = 1.5x4 11 3x6 =
3x8 = 3x4 = 3x8 MT20HS=
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
0.48 15-16
>851
360
TCDL
15.0
Lumber DOL
1.25
BC 0.85
Vert(TL)
-0.86 15-16
>478
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.49
Horz(TL)
0.20 10
n/a
n/a
BCDL
10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30-ExcepV
B2: 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.
BOT CHORD
Rigid ceiling directly applied or 3-4-13 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 =
1627/0-4-12 (min.0-1-15)
10 =
1627/0-5-8 (min.0-1-15)
Max Horz
2 =
-88(LC 13)
Max Uplift
2 =
-799(LC 8)
10 =
-788(LC 9)
Max Grav
2 =
1627(LC 1)
10 =
1627(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3733/3221, 3-4=-3471 /2915,
4-5=-3310/2859, 5-6=-3527/3033,
6-7=-3708/3214, 7-8=-3708/3214,
8-9=-3285/2764, 9-1 0=-3734/31 11
BOT CHORD
2-18=-2892/3480, 17-18=-2938/3761,
16-17=-2938/3761, 15-16=-2570/3371,
14-15=-2327/3078, 13-14=-2327/3078,
12-13=-2801/3484, 10-12=-2801/3484
WEBS
3-18=-250/407, 4-18=-608/818,
5-18=-799/688, 5-16=-649/608,
6-16=-448/610, 6-15=-314/560,
7-15=-464/533, 5-15=-598/854,
8-13=-147/359, 9-13=-472/509
WEBS
3-18=-250/407, 4-18=-608/818,
5-18=-799/688, 5-16=-649/608,
6-16=-448/610, 6-15=-314/560,
7-15=-464/533, 8-15=-598/854,
8-13=-147/359, 9-13=-472/509
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) 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 100 lb uplift at
joint(s) except at --lb) 2=799, 10=788.
LOAD CASE(S)
Standard
O
06
5x4 11 A
1
ic;
0
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 172 lb FT = 0%
ncM,=i4„.IknS}Jinrrrn%zltu[ fi�Ks:'s"nr[�,cEi:rliiiiasat��nps"s[unoa(7rr8'+t�Ynca%i�rlltT'IdaYrrfiiwyruemeinsai'ieasaa�snms'7rnsG:�,qn�s�@r��seid��jt"t�5,ilrEmir�:e�i'tie.,e:�i,ssi�:,s,sm,eR�.iou,mi�
wrire n,p ees+�reeR4yneimnTe„ut,►srrrusoemF pxs roux nesmnaeioorKrzsms®a asApglmeswni mgmpkutdne�n,ees a,Gcs i�,t eerne>eDmruen>�I,rung,.su�i nrey�b „s,»slur AhthonyT:`Toi6611I NE:
s�,uams'r�s,psml�llv{IsHiRsp+�J�Tdrdry Onu l�pvterSeAb,¢dt�+tlNtledLrzrOesipN:uieFiCe�e113e Rril $f odpricteial3�gale ¢I�PiI rtiy�,e<ddefooava,�sno{edne r,�s�rdzfsrrw�strge �emtwn�6t+e�ysuusz�:s,pev�.at�i; .",8i)083.. `
IN6aa px; ;adfanWx nkssn.am reo,�n,r�rq:�trr,r�n,tr r lusGar«ds,�h ?! +ff�!,+{!WrE "it;�tnplsrcnl�etimsdw�`„ai a tal sa ;np�:a�mr�ae r� rre:suni, rU is ,,miro::/z aann+m�,�n .: - W. 149lvd.
rs.i+eaatsmertajuequir�anpleuicia,u,alNllsin�it4upep,eerief�ss�atee;KimsSrygsEvjinmjlaWuy:;ttalMo9elwosuiolda�WnHi. 4d515t LU.18 ....
� �FtrrtP.rerce; FL 349eb
('nppigM�lY�IbA`Itofilirp35es Aalhopjl�ipmbplll PE; Aepmdobf2aplffiidotpmeeYal!tao},(6rm nptodi6iredt�thEollh"ee,"wrAitnpnmissionFfoiti9lRpotTre32's';Aelhouy�L'•ioic6ollf.p,F=
Job_
Truss
Truss Type
city
Ply
Std Pac/6511 EL D
AO`074330
65019
A16
Hip
1
1
Job Reference (optional)
Al KooT I russes, t-ort Pierce, FL 3494b, design(al truss.com
A-4-0 4-6-13 8-2-0 13-11-2
1.5x
6
4.00 12
5x6 =
4
stun: t.b4u s uct i zulb Print: 6.U2u s Aug 31 21.11 is MI I eK Industries, Inc. Mon uct 31 16:13:zu zulb Page
3x4 = 5x6 NB= 3x4 = 5x6 =
s a 7 8
Dead Load Defl. = 11/16 ii
16 15 14 13 12
3x6 = 3x8 — 5x10 MT20HS= 3x4 = 5x10 MT20H5= 3x8 — 3x6 =
5x4 11 0
en °0'
1 IA
6
8-2-0
17-0-8
25-11-0
34-1-0
8-2-0
8-10-8
8-10-8
8-2-0
Plate Offsets (X,Y)—
[6:0-3-0,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TOLL 20.0 .
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
0.57 14
>720
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.74
Vert(TL)
-1.06 14-16
>388.
240
MT20HS
1871143
BCLL 0.0 '
Rep Stress Incr
YES
WB 1.00
Horz(TL)
0.22 10
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 161 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 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 3-10-4 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 =
1627/0-4-12 (min. 0-1-15)
10 =
1627/0-5-8 (min. 0-1-15)
Max Horz
2 =
72(LC 12)
Max Uplift
2 =
-810(LC 8)
10 =
-810(LC 9)
Max Grav
2 =
1627(LC 1)
10 =
1627(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3731 /3163, 3-4=-3486/2870,
4-5=-3324/2813, 5-6=-4517/3726,
6-7=-4517/3726, 7-8=-3324/2813,
8-9=-3486/2869,9-10=-3731/3162
BOT CHORD
2-16=-2835/3475, 15-16=3463/4410,
14-15=-3463/4410, 13-14=-3464/4410,
12-13=-3464/4410, 10-12=-2848/3475
WEBS
3-16=-234/394, 4-16=-506l749,
5-16=1298/1071, 5-14=0/275, 7-14=01275,
7-12=1298/1071, 8-12=-506/749,
9-12=-234/393
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) 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 100 lb uplift at
joint(s) except at --lb) 2=810, 10=810.
LOAD CASE(S)
Standard
tassssfxutr�rk6iit-itiu`samr�mcsstusteej^rcrttidaae�:twrtet'r�:sr.�tdi aii�mo�knr�ii�,sD<sera'.14(tWj�egraL�ir��nrEi�i�e,::<aFdr�arr�:tidrr�ii�r.,:esn6taikiou,�i/
WTer rsmr hts slBlkss lhitlelC-0blereNr.. ►tsTterS Dr{qsE eq;Le iyzaelrrFe{bee, rusaluui lDDry,eSvtsmmxgtaadlMl,dnsugfnpeeakriesrmJJhrrSrMhs�ag6erix�sT�ssd iNag4'1W�d urn';i}I 1f dniramsrrt�sss neifius,;5ntihlAT adP.��.eeibl,li'Iaat,%reKtlrd�l�r�AoaisDmrIVd[C°trFE;uIra.�mnUngyIfr:kraMs£safarro_rtj1aDtrtbfroD$a2hd11nnQeSl tIIioL'nTerta(inrisnts�hrevrsni�aKeGrd�csateetiaasieruot/,lrG6aslWoe>lnuSprrdh�sr7+puu.sxinndsislsS,iUftRuiF®itegQhal�naseietpnt e�ur6usilrctfaacFI 'Uj'lnpado�l.�r.yta'nPs�gptrlr�Ena�>lerteat�1DrD61r,�sci;>uigKp.tebaanrnsr.rrc. aflmptra,r,auedranRee{1asDreae,6dslaofrmT�b:rr Nasrar�a7�rr
445TUMthT1
IP
. 621tl
1 at. t{I.CtC'BIVd,
�. ". �Fyrt Plerte; FL,;i!t94b
Capnigtif31�01oA1.touJTresks Aeltearl.TDm60111;Pi:Nvppr'odgRidnotahi{dotpmecrji¢.00yT6rro,spiatiifiitedn7tAonN6e,"mAtlripe[mrsucn[roa�Al&DotTryiie's'-.An16oaYi,I.ambollF..P.if
Job V
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
A17
Hip -Girder
1
2
A0074331
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:13:22 2016 Page
ID:W?quLcr.Re?LfzLe98RjH4yHM91 eplkp2nZHIYDOh3A0k4LYTLPAOKCBjLYBZgnKKyNsE
r1-4-q 6-2-0 12-0-0 17-0-8 22-1-0 27-11-0 34-1-0 35-5-Q
1� 0 6-2-0 5-10-0 5-0-8 5-0-8 5-10-0 6-2-0 1 4 0
1.5x
O
4x6 =
1.5x4 11
15 32 33 34 14 35 36 13 37 38 12 39 40 41 11
2x4 11 7x8 = 2x4 11 7x8 = 2x4 11
Dead Load Defl. = 13/16 ii
0
5x4 II 4
0 �N
IT
O
4x6 =
6-2-0 12-0-0
17-0-8
22-1-0
27-11-0
34-1-0
6-2-0 510-0
5-M
5-0-8
5-10-0
6-2-0
Plate Offsets (X,Y)-
[2:0-4-10,0-0-5], [3:0-6-0,0-2-8], [8:0-6-0,0-2-8],
[9:0-4-10,0-0-5),
[12:0-3-8,0-5-41, [14:0-3-8,0-5-41 -
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
0.79
Vert(LL) 0.69
13
>589
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.86
Vert(TL) -1.25
13
>327
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr NO
WB
0.70
Horz(TL) 0.18
9
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 366 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2,T3: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 *Except`
B2: 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 8-6-8 oc bracing.
REACTIONS. (lb/size)
2 =
2649/0-4-12 (min. 0-1-9)
9 =
2649/0-5-8 (min. 0-1-9)
Max Horz
2 =
-58(LC 5)
Max Uplift
2 =
-1372(LC 4)
9 =
-1372(LC 5)
Max Grav
2 =
2649(LC 1)
9 =
2649(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-7476/3679, 3-22=- 10471/5160,
22-23=-10471/5160, 23-24=-10471/5160,
4-24=-10471 /5160, 4-25=-10471 /5160,
25-26=10471/5160, 5-26=10471/5160,
5-27=-10471 /5158, 6-27=-10471 /5158,
6-28=-10471/5158,7-28=-10471/5158,
7-29=-10471/5158, 29-30=10471/5158,
30-31=-10471/5158, 8-31=-10471/5158,
8-9=-7476/3678
BOT CHORD
2-15=-3426/7057, 15-32=-3438/7102,
32-33=-3438/7102, 33-34=-3438/7102,
14-34=-3438/7102, 14-35=-5549/11550,
35-36=-5549/11550, 13-36=-5549/11550,
13-37=-5549/11550, 37-38=-5549/11550,
12-38=-5549/11550, 12-39=-3379/7102,
3940=-3379/7102, 4041=-3379/7102,
BOT CHORD
2-15=-3426/7057,15-32=-3438/7102,
32-33=-3438/7102, 33-34=-3438/7102,
14-34=-3438/7102, 14-35=-5549/11550,
35-36=-5549/11550, 13-36=-5549/11550,
13 37=-5549/11550, 37-38=-5549/11550,
12-38=-5549/11550, 12-39=-3379/7102,
39-40=-3379/7102, 40-41=3379/7102,
11-41=-3379/7102,9-11=-3366/7057
WEBS
3-15=-174/685, 3-14=-1754/3659,
4-14=-658/528, 5-14=-1189/568,
5-13=0/408,5-12=-1190/566,
7-12=-658/528,8-12=-1755/3659,
8-11=174/685
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-7-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows -
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless othenerise
indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
9)' This truss has been designed for a five load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=1372, 9=1372.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)105
lb down and 132 lb up at 6-2-0, 105 lb down and 139
lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12,
105 lb down and 139 lb up at 11-0-12, 105 lb down
and 139 lb up at 13-0-12, 105 lb down and 139 lb up
at 15-0-12, 105 lb down and 139 lb up at 17-0-12,
105 lb down and 139 lb up at 19-0-4, 105 lb down and
139 lb up at 21-0-4, 105 lb down and 139 lb up at
23-0-4, 105 lb down and 139 lb up at 25-0-4, and 105
lb down and 139 lb up at 27-0-4, and 105 lb down and
132 lb up at 27-11-0 on top chord, and 272 lb down
and 172 lb up at 6-2-0, 55 lb down at 7-0-12, 55 lb
down at 9-0-12, 55 lb down at 11-0-12, 55 lb down at
13-0-12, 55 lb down at 15-0-12, 55 lb down at
17-0-12, 55 lb, down at 19-0-4, 55 lb down at 21-0-4,
55 lb down at 23-0-4, 55 lb down at 25=0-4, and 55 lb
down at 27-0-4, and 272 lb down and 172 lb up at
27-11-0 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: 1-3=-70, 3-8=-70, 8-10=-70, 2-9=-20
Concentrated Loads (lb)
Vert: 3=-53(F) 8=-53(F) 15=-272(F) 13=-38(F)
5=-88(F) 11=-272(F) 22=-88(F) 23=-88(F) 24=-88(F)
25=-88(F) 26=-88(F) 27=-88(F) 28=-88(F) 29=-88(F)
30=-88(F) 31=-88(F) 32=-38(F) 33=-38(F) 34=-38(F)
35=38(F) 36=-38(F) 37=-38(F) 38=-38(F) 39=-38(F)
40=-38(F)41=-38(F)
acdet=flsneibss.y8lrnms.0e"2180Ck1tL1;f5�SElltC�6EX01F[tilSa(sJGTdIICeS[USffIYj7rE1}E(IAC��6RfeP lda�ira��'sts���,coat'r',��nbra�im�a:�tin��iu�'�anea��jile�urt;i,lan�<.e,�i61m�». a�n:»#,»„�,wi�iketou,rmrj
WTe''taraatrpixes sleROees,iMmelCOa,11ua►SIT
t+ss Des�_Igaey;I.c Spsrt9ry repeEe,i txsnfauelDOtysetem®me,VSsdCtin(ryvminp¢ea�rt:luvl@ar,MEeas'pp }a zlnss kp letNmeJpD eel�ulesrt}I Th tesgsesswtnn.:ls�ndams�y tldaz
,Antho y T Torn6o llI,PlE:.
ai»Ss sli6nlrtisfm s"{gilrr�Isnrs gsrs�.iRrellu,gnv�o»"an�seaemdep�o�nrki?morsfnn�eu.Wmd�lruu�aea. ntpri�n �.rt�rihwlnt tbe.�;a�netooa�ar��n�tettne r,�r:mti�r�pt�,rm,�itrne n�nad,mdG��s�+ukm»n�;?�,`Pr�f_ �r8D �3
.. Ra taiag 7K`ya, alta�esv. e1'tf<s sx ram iPDNllsi m,us ntsB urfIn tuj Golerdttar�daeefin(t[gjts'.�stljtry?elSlGt m/skteM�sptdd�dtin lP'ItfSxs;Miistexs6geugddzLxsNel+ssdeiinu TmsCss.9aSc41t?sskn3.s,i�sm�s:m '.:
s9r»itJ.tftn,sdlraWeAa�rced,vtiru Wnmg`lyitljimulaedy4 TtiinssMsip67heei�%Ci@sr?�7n,7hs.pn,'tsJnsKSt+�tatp�isettQmglalldar►ll mgi7hufwojtt3as l�®�i`mltFi '44�1 St. WCE BIVd.
• � �rortP.lerce; Fl: 39946
�� foppight.:2016,A=1toglirosset,AoMgtryldom5tt11 pF iepodn4ron. llfii{doremeiT i0.®n Ibria rtpto6s6i1edv;itM1wtthexrrtl�npesm,saoofroa;q-1 BoafLusfei`-;Aollonpi'1om6otlfpeE;
Job
Truss
Truss Type-
Qty
Ply
Std Pac/6511 EL D
A0074332
65019
A18
Roof Special
1
1
Job Reference (optional)
Al Hoot I rUSSeS, t-on Pierce, k-L 3494b, design(maltruss.com KUn: /.b4U s Uct f ZU15 Print: d-UZU S AUg 31 2016 MI I eK InduStnes, Inc. Mon Uct 31 16:13:23 2U16 Page
I D: W?q u LcrTRe? LfzLe9BRj H4yH M91-6?b7OOoC22g40geMaRba4gtY—ne Ew8—iP DZLs myNs Er
1 4-0 3-0 8 5-0 8 9-8-14 14-2-0 20-2-1 26� 0
1� 0 3-0-8 2-0-0 4 8 6 4-5 2 6-0-1 6-1-15
4x4 =
Dead Load Defl. = 5/8 ii
TN
N 14
O
4x4 =
1.5x4 11 3x10 = 3x4 = 3x8 = 1.5x4 11 3x4 =
5-0 8
14-2-0
20-2-1
26-4-0
MR3-0-8
2-0-0
9-1-8
6-0-1
6-1-15
Plate Offsets (X,Y)—
[2:0-3-2,Edge], [3:0-7-0,0-2-8],
[4:0-2-4,0-2-8], [5:0-1-8,0-1-12], [6:0-2-0,0-2-4],
[8:0-1-6,Edge]
LOADING (psf)
SPACING- 2-"
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.92
Vert(LL)
0.39 10-12
>812
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 1.00
Vert(TL)
-0.88 10-12
>360
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.74
Horz(TL)
0.13 8
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 122 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.
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 uide.
REACTIONS. (lb/size)
8 =
1175/Mechanical
2 =
1289/0-4-12 (min. 0-1-8)
Max Horz
2 =
114(LC 16)
Max Uplift
8 =
-485(LC 9)
2 =
-620(LC 8)
Max Grav
8 =
1175(LC 1)
2 =
1289(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2420/2108, 3-4=-3859/3228,
4-5=-4320/3681, 5-6=-1974/1784,
6-7=-1991/1763,7-8=-2710/2359
BOT CHORD
2-13=-1898/2236, 12-13=-1885/2206,
11-12=-2189/2581, 10-11=-2189/2581,
9-10=-2119/2515, 8-9=-2119/2515
WEBS
3-12=-1438/1899, 4-12=-1564/1436,
5-12=1291/1697, 5-1O=876/962,
6-10=-688/872, 7-10=772/809
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s) atjoint(s) 1, 3, 4, 6, 8, 2, 13, 12, 5, 10, 7
and 3 checked for a plus or minus 0 degree rotation
about its center.
6) Plate(s) at joint(s)11 checked for a plus or minus 5
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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical' connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 8=485, 2=620.
LOAD CASE(S)
Standard
. , iarzst.Nn�axta�emis.l4�t�EuiTI�iSE4iytd�HlC�JrEY.i4�lhMfi�si7 �IU@?L'tk7/1rtk�zil'1No�.-T:iStiz�pm�ssae/}:Hriian �Tpitsp�Pe�np'tPU,oil9rla[saili>�T'i.E,Idnuu4SIik4rtau.,9.�lns�wiseslek{��T30 �y
w1hts}aEEte:tfrh�rwn5artt±.rs+T�srn�p;<iIte}r:m�,tea:sttrw�rot�st�s�a�t��'�,t�nyrtro��y+et��iRae�r'��a�ttoeet,�rsiTptrt��tte.s>s�r�z.rw�t�w;metur. :.Aithony7:YombaIIr,.P,:E':
' '� . cdestdtlEciiss#est7 Fa3�u�s nsies`>�d.e�diC+ut�Ae�l.vd'4_a�gtgptktrypts,pon ii7i�usa{s#pE(It.ltie7ttraBktrrcdbaSa�n#a�1�T,1ka�es�dW167!d!sTfxl/eSedYsxTi�ns;. b�fEai=st�-u�tT�sae�&i�q s�pxfatu;a?biLjA::.. '�r80083 .. :.
i
rsktlda; amiZe6axMcr }.ptu'sstefedr+, 31 r?16e}ru' rte .aask�i fob(a?ta.st5di.[�si aEk>rylc,- k'PtMSE�1 v=telamc4kcl !°?Q1t�,}N�*rf_,"int rsposs6�fzxs i>bi TgrtDecyax tr+ssEss ie,Eriitreil rns M?s<ia[e� tsi is vd. � mu,�ttst)bs6e9cje9rcl�n�t K�yETa, �L+ssaeelst�ilu ras �ts�ttrpaet.�E]tdt tr�O:u,>�ja'itssSjdeptepkntleir}n1YuE k�:ury4sktsii¢sssaeii lttueeh iQr.: .`.. 44515t'Lttti eW
sFort P,t2rce., FL�4446'
•••••r•••fapyttyM-7D18F1igofLnss4s„Rulfiun'yLtaei6eIII�P.E:Rypr�dndicd"elMisduromenFtgoay`,Totmtsptob6neA1rd6auri6"e"wtitteitperai:sionfioaAltoulTtusssf-AmTia�pflzTcmbalit(':F.I
Job .,
Truss
Truss Type
Qty
Ply
Std Pac/651:1 EL D
65019
A19
Roof Special
1
1
A0074333
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946; design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:23 2016 Page
I D: W?q u Lcr? Re?LfzLe98RjH4yHM91-6? b70OoC22g40geMaRba4gtbfnfMw8AiPDZLsmyNsE(
1 4-0 5-0-8 7-0-8 12-2-0 16-2-0 20 8-7 26-4-0
1 4-0 5-0-8 2-0-0 5-1-8 4-0-0 4-6-7 5-7-9
3x4 = 3x4 =
4x4 =
3x8 = 3x4
4x8 =
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
0.28 11-12
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.93
Vert(TL)
-0.57 11-12
>558
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.72
Horz(TL)
0.13 8
n/a
n/a
BCDL
10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except`
132: 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-3 oc
puriins.
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)
8 =
1184/Mechanical
2 =
(min. 0-1-8)
Max Horz
.1279/0-4-12
2 =
99(LC 16)
Max Uplift
8 =
-500(LC 9)
2 =
-635(LC 8)
Max Grav
8 =
1184(LC 1)
2 =
1279(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2740/2244, 3-4=-2599/2223,
4-5=-2327/2013, 5-6=-2172/1997,
6-7=-2224/1919,7-8=-2717/2451
BOTCHORD
2-12=-2013/2539,11-12=-2724/3271,
10-11 =-I 559/2069, 9-1 0=-1 559/2069,
8-9=-2212/2528
WEBS
3-12=-518/708,4-11=-1172/1126,
5-11=-232/412, 6-11= 154/259,
6-9=-161/362, 7-9=-515/705,
4-12=-916/914
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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 thus to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 8=500, 2=635.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/8 i(
3x6 =
264-0
5-7-9
PLATES GRIP
MT20 2441190
Weight: 121 lb FT = 0%
Wartenow
�rrn,rnr^rrrcainars(s sn 'vButEiuis(a1�Rihi:t5t01i-au+ [ra>x(ii�uarr�a<v:r i:� � � . ( C a'S , n7 ar � �p�aa�rorsnrmenlnunnrAu[»s�t�(�nrgooYe��arr�rriraasl, rErdnews� a:a(m au �i�sra:n>,rronaw�ttao,�
raitet�mr�[msd,nl�sd�s�rwroa.du.}}erz:senfA[ry�?equ sr�nf�sfde<�71ur�r�s�a(�rdn+!�.,�;�r�&srpd^u(�[1rmd�aH�r�ou>rnde�[na i�an�n!�-(� : rAiitf[on`SfT6r`nboIll�FE`:
nasxdtMtrsht Fx q�tusa3+drdSiC+s r ere}idlmasi de;MFs Au(anAissE�lsrPoaltGlielO(¢dlkim4dk nz�+[t�SrSc eislE�[64dn18ai1laeSNeTintbiSf6ai,r7mefRie4hUtnm3Lr x
e008,
Phu ra�y�cmmmi�amLsMatg 3rpraettwnc@wm�a�w�rca�unsm r3.onrs muaunelii,rew�,aaname itt,i:q�uwrcdr errs r wala�r�uxav(u 4 5 .St Lucie Blvd.
�rojra"aay?St6shai,epetdeLlre?la:U•spehsa.`F(r,rnyDesye6rrc'etie]iiN'gaDrs�rlr,ssSJshahyanrelee+lnlruyA3prAtsdt"`gs�er'iddsctb't4i [gyp Jag
• F,o Ii,ue`'ELr , k
•••••�-•• �(opyng�i;s"i.,,',7DI6A;IRouliiu`sses,Aal6cn�LTum6glil,gF'�F�Ps6anGiodnlrhiidgmmeNra.enyfou,s(pto6i6AediFil6anir6evrinegptigituortSicaAt►oaSHni"ses}AMhaq�.[ifom��l(;:ef
Job
Truss
Truss Type
ty
Ply
Std PaG/6511 EL D
At1`074334
65019
A20
Roof Special
1
1
Job -Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:13:24-2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-bB9VEkpgpMoxd_DZ896pduQj2B 14fefretJuPCyNsE
-1-4-0 , 7-0-8 9-0-8 ,10-2-0 18-2-0 21-9-3 26-4-0
1-4 0 7-M 2-0-0 1-1-8 8-M 3-7-3 4-6-13
4.00 12
5x10 MT20HS=
4x4 = 4x4 =
5
4x6 =
10 a
Dead Load Defl. = 3/8 ii
4x4 = 3x4 = 3x4 = 3x8 MT20HS= 3x8 = 3x6 =
7-0-8
9-0 8 ,10-2-0
18-2-0
26.4-0
7-M
2-0-0 1-1-8
8-0-0
8-2-0
Plate Offsets (X,Y)—
[3:0-2-4,0-2-41, [4:0-2-0,0-2-41,
[5:0-7-0,0-2-81, [6:0-3-4,0-2-01,
[8:0-1-6,Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.90
Vert(LL) 0.26
9-11
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.83
Vert(TL) -0.55
9-11
>574
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.52
Horz(TL) 0.13
8
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 119 Ib
FT = O%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T4: 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 2-2-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 3-11-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
1179/Mechanical
2 =
1284/0-4-12 (min. 0-1-8)
Max Horz
2 =
84(LC 16)
Max Uplift
8 =
-514(LC 9)
2 =
-647(LC 8)
Max Grav
8 =
1179(LC 1)
2 =
1284(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2591/2117, 3-4=-2411/2105,
4-5=-2661/2275, 5-6=-2362/2060,
6-7=-2490/2088, 7-8=-2758/2382
BOT CHORD
2-12=-1858/2382, 11-12=2104/2723,
10-11=-1998/2605, 9-1 0=-1 998/2605,
8-9=-2154/2564
WEBS
3-12=257/484, 4-11=-296/243,
5-11=-1631476, 5-9=-405/219,
6-9=-124/413, 7-9=-258/395,
4-12=-536/379
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces 8c MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plate(s) atjoint(s) 1, 3, 5, 6, 8, 2, 10, 12, 11, 9 and
7 checked for a plus or minus 0 degree rotation about
its center.
6) Plate(s) at joint(s) 4 checked for a plus or minus 4
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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=514, 2=647.
LOAD CASE(S)
Standard
.. ., ��Y�"ernag•r�aunute}+,peatarAf'4J IC6f118S8�`}f.Cl l�iuEAEtA�7EtlkY6iDAAi`�7��r1"fipRP�JArt37gttCctu.,ei'i6sR-iKMda prataEtii5aitlydwtn o8disjs;stts�aitsr4":Utl�.ral�tlaEsriS:l�l P.EYatnaue,Si;slliM;esa 9elnso��ise sisheretieT7g,wli'
.:' �MlletouxiMtfll4R 31eint1s46i1f�rih5t e68 $9T io-a>fAr{Drs1�n•�,��uttµ�}pc:�c�t®xctar�rac�t:�,;alma&s�,aas�F,csc�tt6��a�tti,.rkacrgs.-t�rHLr•��t,?+ae�ms � r.,
.. ndtud�ftdnsst. b 3x)uG+ns�le 3. ihttlieCaw �YQY!a',s Bdim r�*. xW.tatd 3� r"m7 dAitlC:t[e.UG��ictd She�Ir�F I�;t/p?n1�e11'Deadeirficllosr dtizTtss<?m4EeaE.+s"4±i,y! '�r45tfieRmitittigsidlln4tns s '�d rltlti1011y 0 $13 —
Frr;� �tm: r� inm4cjc+wm�tT ,au,Fernrnd �casyF s dnjj sattmnesss iu, �raictaF «mod t`e€�„ npna,esafstsdt� cater mctwpnl�ee±o3[ �n r+ci,cs . ;. 8 0 3 , .
4 Sf St` Curie BC4!d.
:: :. tld�is{.Wa?�)rsGm«ligmi.�)eeU r�ksaY!¢IxSmdn�tltiris gsVyuirya[n isAaiQekiDugDtsipne�u p{s�/>hafepuectteerinflay 0.'F��d ie3'inartiCtt iedprFirrBi.,' _ �F �P1P,f
- - ••�_•••• �{appigbt'�;7DI6A„IpoafJiiissps•,Aa76oe}}{Tom6eDlrPlu 9q�¢duai000lf6i;doroment c.�en�,fgrm,tsaofii6,AeEa,d6eoi16emrinpdg rmnuaellom.AlJ7oa(crossgs,-Aoriiau�j.ine�Dglll„�,F;
Job
Truss
Truss Type
Qty
Ply
Sta Pac/6511 EL D
A0074335
65019
A21
Hip Girder
t
1
Job Reference (optional)
Al Root I russes, tort Fierce, tL 64y413, aesignLaiTruss.com Run: i.ovu s Uu r cu w nun. o.u<u a —9 1. ,...w.r w, . -1. � . •-a•-
ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-3OjtR3gSagwoFBolisd2A5zzUbSgO?M_tX2RxfyNsE
1 4-0 6-2-0 13-2-0 20-2-0 26-4-0 27 8-0
1-4-0 6-2-0 7-M 7-0-0 6-2-0 1-4-0
3x10 =
7vin MT7nHt
"' 24 25 26 27 28 29 30 —
2x4 11
10x10 =
2x4 II
Dead Load Defl. = 5/8 it
3x10 =
0
5x4 11 to
IN
I� 11
0
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
0.51
9
>620
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.49
Vert(TL)
-0.91
9
>347
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
NO
WB 0.93
Horz(TL)
0.15
6
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 148 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP 2400F 2.0E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-14 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 6-4-2 oc bracing.
WEBS
T-Brace:
2x4 SYP No.3 - 3-9, 5-9
Fasten (2X) T and I braces to narrow edge of web with
10d (0.131"x3") nails, bin o.c.,with 3in minimum end
distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
2097/0-4-12 (min. 0-1-12)
6 =
2124/0-7-4 (min.0-1-12)
Max Horz
2 =
-58(LC 5)
Max Uplift
2 _
-1108(LC 4)
6 =
-1121(LC 5)
Max Grav
2 =
2097(LC 1)
6 =
2124(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5732/2836, 3-17=-7690/3840,
17-18=7693/3840, 18-19=-7694/3841,
4-19=-7698/3842, 4-20=-7698/3842,
20-21=-7695/3842, 21-22=-7694/3841,
22-23=-7692/3840, 5-23= 7690/3839,
5-6=-5835/2877
BOT CHORD
2-10=-2625/5402, 10-24=-2637/5448,
BOT CHORD
2-10=-2625/5402, 10-24=2637/5448,.
24-25=-2637/5448, 25-26=2637/5448,
9-26=-2637/5448, 9-27=-2618/5548,
27-28=-2618/5548, 28-29=2618/5548,
29-30=-2618/5548, 8-30=-2618/5548,
6-8=-2607/5501
WEBS
3-10=-159/694, 5-8=-147/726,
3-9=-1206/2452, 4-9=-1072/831,
5-9=-1165/2348
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
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 100 lb uplift at
joint(s) except at --lb) 2=1108, 6=1121.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)105
lb down and 132 lb up at 6-2-0, 105 lb down and 139
lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12,
105 lb down and 139 lb up at 11-0-12, 105 lb down
and 139 lb up at 13-0-12, 105 lb down and 139 lb up
at 15-0-12, 105 lb down and 139 lb up at 16-3-4, 105
lb down and 139 lb up at 17-3-4, and 105 lb down and
139 lb up at 19-3-4,.and 105 lb down and 132 lb up at
20-2-0 on top chord, and 272 lb down and 172 lb up at
6-2-0, 55 lb down at 7-0-12, 55 lb down at 9-0-12, 55
lb down at 11-0-12, 55 lb down at 13-0-12, 55 lb
down at 15-0-12, 55 lb down at 16-3-4, 55 lb down at
17-3-4, and 55 lb down at 19-3-4, and 272 lb down
and 172 lb up at 20-2-0 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) Warning: Additional permanent and stability
bracing for truss system (not part of this component
design) is always required.
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: 1-3=70, 3-5=-70, 5-7=70, 2-6=-20
Concentrated Loads (lb)
Vert:3=-53(B) 5=-53(B) 1 0=-272(B) 8=-272(B)
9=-38(B) 4=-88(B)17=-88(B) 18=-88(B) 19=-88(B)
20=-88(B) 21=88(13) 22=-88(B) 23=-88(B)
24=-38(B) 25=-38(B) 26=-38(B) 27=-38(B)
28=-38(B) 29=-38(B) 30=-38(B)
tl'ecer•tlmramq'drn iev th'�60C�INxL'K S[tlrt}5triifditiuitserlrtmetigiRoa�iriElZdRytlrr•.iYEUfMP'rmr'Yeath ipymon�is�i fmmtesnra imcee:�grL§eviijtt�CjaBagld{rejr:T'er urE�riRca;e aeetlefttrou Otis eu.nesa6en16eioo,miY ',
- .. . `, rAlrs:ec�rrkts 51r0.,6eas, ItnnelCUaitnW.: AsrTrris Drsy�F '.,. {Is s}uWry Feytn rx setlat�TUU(gnstmwwepsttt�MrMeswnln>lmil�iarM�shsni(Reia33T•rst h,�ee teMlOnenuuFn'.f41„Ikd�eSsro�lots Itas�neffun>pnGiilAr ',.�,grjtho'ly'T, ToflihoIII;-.P:E::
a�ruumrt:�s�mrrifdainens�eaTdtd�nn�rrcrD�wa��vaa�m«w'ul�roruarcw,���,tidnrnyAG�ntnrtuae.�ya��tnlsr�eQ�-ni��toonr�pr�.iee}neir�tc���t��s>r�r�umamq�ah!uyssra6em�nsiatsea,�i 800.93..,. ,
thtA�.vtBeL .x aJftatMa R9 up.s�rAbtl Rnn(nepmr¢s alrrrBnesdarlattnl Ds��l�3nrkws�iu�rt�jreG�iRr4b�7flmlStf/�e�dt�alhe;tenAta iau mit sa%,eye, sgs,rae;otrsr,ssoea rl�esce�,�ah umn�siuxauia"er�m<:"s 4951,5L Wde Blvd.
iYifitN afntrril
h _ clitbgvrlrYnMpErrOjerte ur 6N..ior igis L$sip67at'eii h011NGnfwyLkspu,nimsileplOp�irSatw76Wloy;lllpll7h>Pduos ribi'IdallalrEl..
S4,p1�iB�1 � �01 dJ�-iYo`pt imsSet �ctltonri ipm54111,Cti Asprodafion old{ DocameFpiRonf foria, is prod3fted x'�thoot th�;Kriheg permissiontiool p•1 BPatTreitt's=�Aotlonyisio�4o11f, PEE:,
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
A22
Hip Girder
1
2
Ad074336
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MTek Industries, Inc. Mon Oct 31 16:13:26 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-XaGFfPr4Lz2ftINxFaBHIJV2??ig7R586Bo?T5yNsE
-1-4-0 5-11-9 10-11-14 12-2-2 17-4-1 23-2-0
1-4-0 5-11-9 5-0-5 1-2 4 5-1-15 5-9-15
5x10 MT20HS=
5x6 =
Dead Load Defl. = 5/8 it
4x10 = — 4x8 =
3x8 11 10x14 MT20H8=
8x8 =
3x8 11
a
, 5-11-9 10-11-14 12-2-2, 17-4-1 , 23-2-0
5-11-9 5-0-5 1-2� 5-1-15 5-9-15
Plate Offsets (X,Y)— [2:1-5-0,0-4-10], [2:0-1-2,Edge], [4:0-4-12,0-2-4], [5:0-2-12,0-2-12], [7:0-2-9,Edge], [7:1-4-0,0-4-12], [8:0-5-12,0-1-8], [9:0-4-0,0-6-4], [10:0-7-0,0-6-0],
[11:0-5-12,0-1-8]
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
NO
BCDL
10.0
Code FBC2014frP12007
LUMBER -
TOP CHORD 2x4 SP M 31 'Except`
T2: 2x4 SP No.2
BOT CHORD 2x8 SP 2400F 1.8E
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 7-7-3 oc bracing.
REACTIONS. (lb/size)
7 =
9718/0-8-0 (min.0-4-0)
2 =
7959/0-7-4 (min. 0-3-5)
Max Horz
2 =
109(LC 27)
Max Uplift
7 =
-4309(LC 5)
2 =
-3674(LC 4)
Max Grav
7 =
9718(LC 1)
2 =
7959(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-23246/10441, 3-4=-16885/7578,
4-5=-1624117337, 5-6=-16939/7590,
6-7=-23233/10333
BOT CHORD
2-1 1=-9875/21985,11-17=-9875/21985,
17-18=-9875/21985, 10-18=9875/21985,
9-1 0=-7070/15998, 9-19=-9732/22012,
19-20=-9732/22012,8-20=-9732/22012,
8-21=-9732/22012, 21-22=-9732/22012,
7-22=-9732/22012, 7-23=-7521/17043
WEBS
3-11 =1 754/4013, 3-10=-6415/3025,
4-1 0=-1 964/4296, 4-9=-403/967,
5-9=-2266/5078, 6-9=-6343/2866,
6-8=-1541/3731
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TC 1.00
Vert(LL)
0.4810-11
>559
360
MT20
244/190
BC 0.88
Vert(TL)
-0.9310-11
>292
240
MT20HS
187/143
WB 0.97
Horz(TL)
0.19 7
n/a
n/a
Matrix-MSH
Weight: 296 lb
FT = 0%
WEBS
3-11=-1754/4013, 3-10=-6415/3025,
4-1 0=1 964/4296, 4-9=-403/967,
5-9=-2266/5078, 6-9=-6343/2866,
618=-1541/3731
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 0-4-0
oc.
Bottom chords connected as follows: 2x8 - 3 rows
staggered at 0-2-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof -live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1-60
plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with -any other live
loads.
9)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 7=4309, 2=3674.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
3470 lb down and 1600 lb up at 5-11-9, 1491 lb down
and 697 lb up at 7-10-12, 1492 lb down and 700 lb up
at 9-10-12, 1514 lb down and 702 lb up at 11-10-12,
1514 lb down and 689 lb up at 13-10-12, 1513 lb
down and 672 lb up at 15-10-12, 1512 Ib down and
672 lb up at 17-10-12, and 1512 lb down and 669 lb
up at 19-10-12, and 1517 lb down and 675 lb up at
21-10-12 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: 1-4=-70, 4-5=-70, 5-7=-70, 2-7=-20
Concentrated Loads (lb)
Vert: 11=-3470(F) 9=-1514(F) 17=-1491 (F)
18=-1 492(F) 19=1 514(F) 20=-1 513(F) 21 =-1 512(F)
22=-1512(F) 23=1517(F)
�c�iSt-llttset�ngFd{nnv.be°i1NClit�Sfi#'SFlI8y6E��71t1[t11i`3(U47d11GlSIU4TOYYlC'N'J�'19G%'st6kflTt.laie t'e��dtvg}voaMsma�t�a�sn7Ni7meGesge doYm�l OC�a&RelelF:al11es5a ld/lle<nariSlenEeMene; O^lnsiikniustdiln�lUtladj
Wkr csg,�mae slNrkasNM�e1CUp1llalla a.aTmsDupE�pseuNx Spaltdr,FirUearCx sMa�TD6rgnlfm®mt ssst�rr susJi"u¢eeeUyR,ltn�litA�arrlEtks�7blktFa eT�s+t�l�eennelOnmr ulrrml.t�aecyr.rs xnaearnd�ms, s�iy ,An�Ori'`T'TOtn id IIf:PiE::
ad, udVnatttnmrntwunensµekJrt/silaonxcs0iaexeabmetornoraepi sos>me5�i4uenlErnNUAacnlnounbl�qu4udJfir�eaaPn���+�ooaaarfi,neiraneiretraada�turu}stiul,nnewcdaemgsJ,ape�Zni??aard: Y ;-foi6r
ltektl'tg3il ad(ea�ntn-73`stt5 s�lsl �t4JEOrN yrsMnS{!trnlBnes di IaJor�aaryxd��'!l,km..' i{ Uistfe,k7a�}lfl ulSt(1mseMualk{ytsnlf ina l¢I& ixlcttm Dliudti sdkM l+sshesigt+lressrxga 5geieimaltess�xaealmlirerwen 1, 'W'd
»I;elefn di�afaUrnlagieQ:gala hnmy�y�lijei'Ye uea(nd_Tii)nslt§slja6pultni0r�3Ddl ylks;jeii,n Tnisij(jem griegofpghlqby llln,No 4d"twnsv>ct r::lnJWJFGJ Qrt;owC FL 34 46
-[opnig(t��!'�OIb,A�IonIirp�s£r-Aslha"uj3.iD�QIl1�Qi� BiProduitm0ollhi£aatemed,m;ortf;[4rm,tspro6i6iteA,mlhouliheeTmtnprtmssioolio�i,Al&potTiui;2s`-Jmiho`npf:�toig¢oI1a;Y;fj
Job
Truss
Truss Type a
Qty
Ply
Std Pac/6511 EL D
A0074337
65019
A23
Hip
1
1
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016-MiTek Industries, Inc. Mon Oct 31 16:13:27 2016 Page
ID:W?qu Lcr?Re?LfzLe98RjH4yHM91-?mgdslri6HAWUSy8pHtW FW21CP2ps4nHKrXY?XyNsEI
1 4-0 4j1 8 9-0-0 14-2-0 _ _ 18-9-8 23-2-0 , 24-6-0 ,
1 4-0 4-4-8 4 7-8 5-2-0 4 7-8 44 8 1
4x4 =
d nn
4x8 =
Dead Load Dell. = 1/4 ii
3x8 =
3x4 =
3x4 =
3x4 =
3x4 =
9-0-0
14-2-0
23-2-0
9-0-0
5-2-0
9-0-0
Plate Offsets (X Y)—
[2:0-2-0 Edge] f4:0-2-0,0-241,
f5:0-54,0-2-01, [7:0-2-0,Edgel
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.65
Vert(LL)
0.19
9-11
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.83
Vert(TL)
-0.40
9-19
>702
240
BCLL 0.0
Rep Stress Incr YES
WB
0.24
Horz(TL)
0.10
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 109 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-
TOPCHORD
Structural wood sheathing directly applied or 3-7-8 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-2-4 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
2 =
1136/0-7-4 (min. 0-1-8)
7 =
1136/0-8-0 (min.0-1-8)
Max Horz
2 =
79(LC 16)
Max Uplift
2 =
-567(LC 8)
7 =
-567(LC 9)
Max Grav
2 =
1136(LC 1)
7 =
1136(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten.-- All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2398/2203, 3-4=-1954/1687,
4-5=-1816/1680, 5-6=1954/1688,
6-7=-2398/2202
BOT CHORD
2-11=-1945/2236, 10-11=-1346/1816,
9-10=-1346/1816,7-9=-1957/2235
WEBS
3-11=-461/641, 4-11=-103/313,
5-9=-104/313, 6-9=461/639
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotafion 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 100 lb uplift at
joint(s) except (jt=lb) 2=567, 7=567.
LOAD CASE(S)
Standard
k'aay=Ilanet6nrst/ptem>,6M•IptOrr7t;YSSJ'Sfitfi"�6EtlOS1�tfI11Sii9[tTllflSORONj"174t'�6r19G.tfEEEUfNCMa�Yr3p k>lypveeiwssil'iewimhsnfasTmsCesgsdniq�lr�¢d8eldia<apiles3a 11 fileln�u<.6ee18dmre:9dnsiiltninslliednL416D,m11
..,.. WTesaragnrixe slsnka Ifn,4eltUielanBL As1TpssUn�,t(ipirrs 11 Spzkdp.Eeltreecj,rasedulniUD/ynidKmmetxsss♦rt�isAnwul;4pmdtpmpml111AiJarRtfesy'-rAjFesq} im ftp(ae0ifdiNUnlpaslrtr4J1�IFRdngtnstwrasss,lsrfs9mfmas s!?hd�. �AntHonY`'T&..T bC1111 P:E;:
• k(ase117hn1lps2r8m1alliyllHfn in'a.1a/ftln,OnN IDS Daazlse'AbnriarripsBtGpi[rt�Ulvwrfn"aPTuite>1ellieq(Ae96(n19l lem Glag3fertti)rl-J, tjeq_7nie YE<tlr7U6eJmlieHotetifie (,assioD�a�ttcdlusb�ru`leskiltlm}n�tL➢N�z espe7ldd�ttf: +D1ri8�108..�
t�iE�'dsi0es`';rwmlaeawv.,4?ktns�aainlN,iC�e+lhryaaw3a{hdetnsitfntgtfulpapcaaF�?t>d•-'amniiCLl�Nu:el iNmf3tt3an,,Aei¢�dhp§swdpapsie11F1& as3piespcesG�+nyc�tlArtsoleetess6esipeirosst+;>gahi ucA,iiessran ertiiss ' 51''
•' '' r5ryyitsfiidlpafutialalrct.0.�-sia,�nAlgli�tijvda�4ealitl Tit7nrsfa'sip!8pmeiGOr>bt&Q,�Peslpit;rcTnsKSps'eq lgnttirfpt(`Irt(doy: ill ogissApef?uut7rvj ltla�l`WTIFI,
44 St �.Wdc e Blvd.
-��- � fap�igh1�1:1glbA�l.[o"oJUV"ssesAnihcnjT,TpmhaIIIP,EReproloq,nnpfffiitdatemeor�inany)ormsspsadi6ifed;N,thoorth"eriTiitenpasmsssmntiornplSoolTreisE"s.,Aot6osa}�T.+io@Ge11��P.E� '
Job
Truss
Truss Type
Oty
Ply
Std Pac/6511 EL D
A0074338
65019
A24
Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:27 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-?mgdslri6HAWUSy8pHfWF W2GhP1 Cs4rHKrXY?XyNsEI
1-4-07-0-0 11-7-0 16-2-0 23-2-0 24-6-0
1.4-0 7-0-0 4-7-0 4-7-0 7-M 1-4-0
3x4 =
4x4 = 4x4 =
4.00 12 _ 3x4 =
9
3x4 = 3x8 MT20H8= 3x4 =
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
-0.18
8-10
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.87
Vert(TL)
-0.58
8-10
>480
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.23
Horz(TL)
0.10
6
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
LUINBER-
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 3-2-6 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-4-8 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 =
1136/0-7-4 (min. 0-1-8)
6 =
1136/0-8-0 (min. 0-1-8)
Max Horz
2 =
-64(LC 17)
Max Uplift
2 =
-582(LC 8)
6 =
-582(LC 9).
Max Grav
2 =
1136(LC 1)
6 =
1136(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2204/1712, 3-4=-2038/1713,
4-5=-2038/1712, 5-6=-2204/1712
BOT CHORD
2-1 0=-1 432/2017, 9-1 0=-1 790/2350,
8-9=-1790/2350, 6-8=-1437/2017
WEBS
3-1 0=-1 11/398, 4-1 0=-455/399,
4-8=-455/399, 5-8=-112/398
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) 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 100 lb uplift at
joint(s) except at --lb) 2=582, 6=582.
LOAD CASE(S)
Standard
Dead Load Defl. = 3/8 it
3x4 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 98 lb FT = 0%
Y'Fsy�flanlFv,g!dtssri:rG!t1 tDt j'fSIS'SErlENl6Edc1`St'1[IOS6(lt dDnn�1fl081"lCtli'EEIDID°8Eit61rtMl".lciz Veit kvpprepeins64 inl9sTnssC:vga Lasviq'IDCfua391rriEujf.T®sMIA,�E,Idca;e�aen�e4rpasc:OdnsNlnrnefislrcltxTDtl, ml/
Wresatr iasu�raaanran¢at,,,w: AssTmsD:t�tp.e f}z7dtrfphenrdesWautIDUtgniatt®mept9dtps(eswnl;nlueenerRtEarikl�t�MWlee6exir�sseeptmennempuryuin�ljt mi<,�,.�caamnsr! nd:sssnh Aflthong t:'7oin5dIII:P:E:
alie,pttsrmes nt itgtre�ln d�dr,li Dno'l�o.,'s arca'Ob 11 03ilti ls%iu:a prnrnrlraba yUGwttlt 4i? s,e dwnDaa w.nrc4uneir s�wyts�cd mmmuo�G,?� ni bra
Det» "fir sedreetMr 11 nlKs+]rR te.RDsd ne nOwSa dd`oef0 taN"o rs e.
. ;....,�•..,r°.. ,<:...:. .:... .,.... U,1, �t!K �},,,,,,_! rrsedF�ljlEaetlm�lLGlrNu�11;r1Moal5!(iniehtnnJkryeuuladn`rirrtlt�astieeeslPor[zaiu�O,dAtsNCer�uVeSias?Tto{sDt,r,,a&;dnmflr¢ssla�6niaerlaess 4451$�.Li1C�ieBIVa.
FtaGoueil.Wpzl�ysiVYrifnp�eilliWe,tst,l!tdT!sfnniRslp6thws601'1fs6d&q Lksipef rcrnsSt?!SaD!!rSsl�'6pltgj_laolNahu!l;.uosu:Rl,:fa'I W,]lFl� ERtt-�t2rCE{ EL,"'yJ46'
CgFjligM:��Olb,AltoglTrpsles ifnlM1ppyTt�pl�I;PT Rtp�odupianoiffiisdaNmed tdon`p.(Drm thetrilltEnpsnnnsipniineA4 &pofbci$"S-AothpuYT.loig4ogfiP.E;
Job .
Truss
Truss Type
Qty
Ply
Std Pac/65.11 EL.D
65019
C01
ROOF SPECIAL GIRDER
1
3Reference-(optional)
A0074339
Job Reference_ o tional
Al Roof Trusses, Fort Pierce, FL 34946, designgaltruss.com Run: /.b4U s Uct / 2ulb Pnnt: rj.UZU 5 AUg J1 zu-Lb-mi IeK inousines, inc. Mon UCL3l 1b:13:Ltl ZU1b rage
ID:W?quLcr?Re?LfzLe98RjH4yHM91-Tz0035sKtbIN6cXKN?BlnkbQ2oM6bOmRZVH5Y—yNsE
43 8 7-91 11-3-0 _ 14-0-0 16-5-4 18-6-14 21-2 0
1 4 0 4-3-8 3-5-12 3-5-12 2-9 0 2-5-4 2-1-10 2-7-2
54% 1.5x4 11
Dead Load Detl. = 5/16 it
3x4 = 1.5x4 11 3x4 = 4x8 = 3x4 11 3x8 = 3x6 = 4x6 11
5x10 MT20HS=
7-9-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/de0
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.00
TC 0.83
Vert(LL)
0.19 14-16
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.00
BC 0.95
Vert(TL)
-0.42 14-16
>595
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.83
Horz(TL)
0.07 11
n/a
n/a
BCDL 10.0
Code FBC2014fTP12007
Matrix-MSH
Weight: 390 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x6 SP No.2
BOT CHORD 2x4 SP M 30 -Except-
82: 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except'
W12: 2x8 SP No.2, W11: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
11 =
6731/Mechanical
2 =
2063/0-8-0 (min. 0-1-8)
Max Horz
2 =
442(LC 27)
Max Uplift
11 =
-1985(LC 5)
2 =
-782(LC 4)
Max Grav
11 =
6731(LC 1)
2 =
2063(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4969/1617, 3-4=-4869/1565,
4-5=-4468/1397, 7-23=-13467/3882,
23-24=-13467/3882, 8-24=-13467/3882,
8-9=-13467/3882, 9-25=-8928/2532,
10-25=-8928/2532, 10-11=-6113/1828
BOT CHORD
2-18=-1.772/4654, 17-18=-1772/4654,
16-17=-1646/4600, 15-16=-3977/13299,
14-1 5=-3941/13184, 13-14=-4121/13828,
12-13=-253218928, 11-12=-353/1224
WEBS
3-17=-295/349, 4-16=-497/356,
5-16=1565/5219, 5-7=-5762/1832,
7-16=-10054/2936, 7-13=-561/462,
9-12=-4610/1336,10-12=-2463/8709,
8-13=-2155/639, 9-13=-1571/5216
Continued on oaae 2
WEBS
3-17=-295/349, 4-16=-497/356,
5-16=1565/5219, 5-7=-5762/1832,
7-16=-10054/2936, 7-13=-561/462,
9-12=-4610/1336, 10-12=-2463/8709,
8-13=-2155/639, 9-13=-1571/5216
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, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows
staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second-gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Qpsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); -
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
5) Provide adequate drainage to prevent water
ponding.
6) All plates are MT20 plates unless otherwise
indicated.
7) Plates checked for a plus or minus 0 degree
rotation about its center.
8) This truss has been designed for a 10.0 psf bottom
chord live load-nonconcurrent with any other live
loads.
9)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
10) Refer to girder(s) for truss to truss connections.
11) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 11=1985, 2=782.
12) Load case(s) 2, 14, 15, 16, 17, 18, 21, 22, 33, 34,
35, 36 has/have been modified. Building designer
must review loads to verify that they are correct for the
intended use of this truss.
13) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 254
lb down and 274 lb up at 14-2-14, 179 lb down and
201 lb up at 15-0-12, 1685 lb down and 806 lb up at
16-5-4, and 1600 lb down and 779 lb up at 18-5-4,
and 1603 lb down and 781 lb up at 20-5-4 on top
chord, and 326 lb down and 94 lb up at 14-1-9 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=1.00
, Plate Increase=1.00
Uniform Loads (pif)
Vert: 1-5=-70, 5-6=-70, 7-10=-260, 11-20=20
Concentrated Loads (lb)
Vert: 14=-326(B) 9=-1560 8=-1645 23=218 24=-168-
25=-1575
2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab.
Attic Storage + 0.75 Attic Floor: Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (pig
Vert: 1-5=-60, 5-6=-60, 7-10=-280, 11-20=-20
Concentrated Loads (lb)
Vert: 14=-325(B) 9=1386 8=-1500 23=192 24=-145
25=-1397
14) Dead + Uninhabitable Attic Storage: Lumber
Increase=0.90, Plate Increase=0.90 Pit.
metal=0:90
Uniform Loads (ptf)
Vert: 1-5=-30, 5-6=-30, 7-10=-260, 11-20=-20
Concentrated Loads (lb)
Vert: 14=-259(B) 9=-863 8=-960 23=-114 24=78
25=-866
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (pif)
Vert: 1-2=-23, 2-5=-33, 5-6=-33, 7-10=-194,
11-20=-20
Horz: 1-2=37, 2-5=-27, 6-7=49
' ', FnrGat-�mu":¢ea}dr'dutf l4t;'IA rtOr71USStS�4t[FI'`c�SftlCiEtiK6tOrt7f)�b{t'i�k IUrir'it�'[S7r71S6:'ksT'R+a 9ti�tt'de �pmw¢hrsaettaduRtp Ns;nss[tgt*rtimr�p0)gd�ejr�rfT les+si.I�;t(iktnau�:Hreist st 9dtite�ife 7tde'itml`N170 z1�
W1d,rmssunseesat4r�ajsy,tmst�.reprsrwrEreemesA•�rbiresaanysma�k�esalenre,�npmaak�aaess�sce�te�assrEit�d�y:cainnt;uas�m „.•rho CiambtiTii.PE'.
wi �xcft�itii 4 Slhrearta.k ll-44ee firrPri-0reL #•Ora'fcdAerl.iaatdetbr,6 t 5Fk6+ms-nt iidgil Lie iiGfie laErsi@sfimisn!„+�+tamd)r4t tx ajp,trafv'tbt 6eelajB llmtEtkrnt: ciiax'etfs'SruiKti le ttmeew3.kHhjsseusrlKtisys�sfia_fd• ': ,, 'i300$3 ..
. .`
r�uum'ure a¢�e ta��s}n �a,r�ra jnnnsa i ar+wc3rb�. scrims a,onr�ryt it}maeWia:' iueum�i e�gre a r�iesei� r � ad swa }scfa�_r sse<n3 umi+ s) u. r �lr r n q S1 St^L'` iI4,13 vd
�Zsdtaiiget(epzm�A�qlL?,[EtuSskthtt;fEtWmOrugefrps�eiili)ititrrFiy9tsig�ger tus4jrteahgiatsaln inlYm�..RjuYei'faaiapnhfiulh ftl;. � P �,
tFo i�r '- FL 34446
-•�--� ••• Cc `Et'97QI8F,IQooiitnssef 6nt6q¢ TzTom6alllrPF Ai ridatlicn¢tfEisdatumantid¢¢;futm,tr fo6ihAtQ3+A6ouYS6rvtfie4 ermusio¢d¢¢;AlRoolTftm;e s•Aathocrjaoma�ll'�,F=
Job
Truss
Truss Type
Qty
Ply
Std Pae/6511 EL D
65019
C01
ROOF SPECIAL GIRDER
1-
3
A0074-339
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 14=43(B) 9=503 8=519 23=193 24=146 25=504
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (pit)
Vert: 1-2=35, 2-5=-45, 5-6=-33, 7-10=177,
11-20=-20
Horz: 1-2=-25, 2-5=-15, 6-7=-1
Concentrated Loads (lb)
Vert: 14=43(B) 9=486 8=502 23=178 24=141 25=492
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-23, 2-5=-33, 5-6=-50, 7-10=-194,
11-20=20
Horz: 1-2=-37, 2-5=-27, 6-7=18
Concentrated Loads (lb)
Vert: 14=43(B) 9=503 8=519 23=202 24=146 25=504
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (A
Vert: 1-2=-40, 2-5=-50, 5-6=-50, 7-10=177,
11-20=-20
Horz: 1-2=-20, 2-5=-10, 6-7=-1
Concentrated Loads (lb)
Vert: 14=43(B) 9=486 8=502 23=186 24=141 25=492
21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75
Uninhab. Attic Storage + 0.75 Attic Floor: Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-5=-60, 5-6=-60, 7-10=-250, 11-20=-20
Concentrated Loads (lb)
Vert: 14=-325(B) 9=-1416 8=-1530 23=-219 24=-154
25=-1419
22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75
Uninhab. Attic Storage + 0.75 Attic Floor: Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-5=-30, 5-6=-60, 7-10=280, 11-20=-20
Concentrated Loads (lb)
Vert: 14=-325(B) 9=-1386 8=-1500 23=192 24=-145
25=1397
33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Left):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=23, 2-5=-33, 5-6=-33, 7-10=194,
11-20=-20
Horz: 1-2=-37, 2-5=-27, 6-7=49_
Concentrated Loads (lb)
Vert: 14=-209(B) 9=1096 8=-1177 23=-143 24=-105
25=1105
34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Right):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=35, 2-5=-45, 5-6=-33, 7-10=-177,
11-20=-20
Horz: 1-2=-25, 2-5=-15, 6-7=-1
Concentrated Loads (lb)
Vert: 14=-209(B) 9=-1113 8=-1194 23=-158 24=-110
25=1117
35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) 1st
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-23, 2-5=-33, 5-6=-50, 7-10=-194,
11-20=-20
Horz: 1-2=-37, 2-5=-27, 6-7=-18
Concentrated Loads (lb)
Vert: 14=-209(B) 9=1096 8=-1177 23=-134 24=-105
25=-1105
Run: 7.64U s Oct 7 2U15 Pnnt: 8.U2U 5 Aug 31 2U16 MI I ek Industnes, Inc. Mon Uct 31 16:13:28 2U1 b Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-Tz0035sKtbIN6cXKN?BlnkbQ2oM6bOmRZVH5YyNsE
Standard
36) Reversal: Dead + 0.75 Roof Live-(bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) 2nd
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-40, 2-5=-50, 5-6=50, 7-10=177,
11-20=20
Horz: 1-2=-20, 2-5=-10, 6-7=-1
Concentrated Loads (lb)
Vert: 14=-209(B) 9=-1113 8=-1194 23=-150
24=-110 25=-1117
¢'a•sm=llenr9xrgflrsrrierW Alt¢Cs1�SEtf�;s�IF�H�EIICT[hlS8t9�(OGMSf¢S19H�SCfEI'jdiCAC'61,K51lfAi`fimte�&syrmeefercraiisadaM.esvl9sTmcgngePmviy�4i�c�ddeldtralT�lea3eU 1.[idne:e�sn��reau..4dnse�]xrtu shiedelEiDO,wij
A
wresnce;mrm�stisiltaansahroen¢bM,rgCxsirrass¢rsmreuanc�spmbiriinen mfineut.mnre�smsmmgsaxaRa�je,saute.peso}mhnjiq!ni"Iesslfl�-r�sftM`aneID9!>!rn�tr17j.1eieq�essuriNrKla�net�rssr�mkuq : ,1in.hon'7?Binbd'•IiI.P:E::
e�.u+I�mitrclslmmFquv�tiuerespesJ3n+t(a ¢pier saoeui se`av�a�e,{Wiese:tylertr¢rshaur'C�hltesletniJq�aeiftit»rute..teh��M rai�tglnsols{Ne7o¢ni icr7uHct.dne rrxs'mddugt>ad'��sYrexeR#sIs¢nu�.�Ewtysta¢kEKrei{sls�wpd x ,.8p08�. !,
Lk6yEissesdtwunly,L1«tus�cAml@¢ssi Aegmiusml rntBnKA6e rerd`arLaraeat>.NJIf4aadni IR!fn4<S rflsnlSttl»�efernarhteti,dgtlmel7}Idr3eSi rg�etta,�6igeilJrl tY9lCeirns,�New in?SGtsga6gnie mrl(sssL�edgJ�,H aasi
4� .y ... ,; 4452 Sir Lyde Elvd.,
-1". djrrif�,,W�,afe3Cte}:yalrpNnylrrp�u9el l&ealijd'1litnsstavpb9tuN�Sti01't6t4sg1�¢eilpp hlmtStsleq{yeiettdmg6u(fm!)I(ugFe¢ufee+aFtirzu`WazllairEi,.
F4ttPler��j FL,�4Q46
Iqp"pigMQl�DI6,p�Hohlirosiss;Astlipiry7,TgmEGIQ;P,E� QEp[oEo4ionii>hisdotamecrfln;uoy(orm IYprolii6iiedwitM1Bmthenitttnpetmici+onliostAlBpotUp"s;e"s`-AmkpapT.i.,oiuh¢iIGF+f.
Job ,
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074340
65019
CO3
Common
5
1
Job Reference (optional)
-At Roof Trusses, FortPierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:29 2016 Page
ID:W?quLcr?Re?LfzLe9BRjH4yHM91-x9yOHRtzeuQEkl6Wxii_Kx7eVCoKKzSao90f4QyNsE
6-3-10 10-11-0 15-6-6 21-2-0
1 4-0 6-3-10 4-7-6 4-7-6 5-7-10
4x4 =
Dead Load Defl. = 5/16 it
4x4 = 5x8 = 3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
-0.15
7-11
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.57
Vert(TL)
-0.45
7-11
>561
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.29
Horz(TL)
0.05
6
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-14 oc
pur ins.
BOT CHORD
Rigid ceiling directly applied or 5-7-7 oc bracing.
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)
6 =
931/Mechanical
Max Horz
2 =
114(LC 12)
Max Uplift
2 =
-517(LC 8)
6 =
-392(LC 9)
Max Grav,
2 =
1067(LC 1)
6 =
931(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2027/1876, 3-4=1510/1341,
4-5=-1508/1338,5-6=1972/1810
BOT CHORD
2-7= 1679/1869, 6-7=-1601/1828
WEBS
4-7=-439/618, 5-7=-523/652,
3-7=-554/735
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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 100 lb uplift at
joint(s) except at --lb) 2=517, 6=392.
LOAD CASE(S)
Standard
3x8 II
PLATES GRIP
MT20 244/190
Weight: 90 lb FT = 0%
Tiem�•Yatutiytapa�ruaert�t'i,°FCSrIrpiSB�if[;.1'`Sdb7At 4fts456tUVNf7Mi�EEeErjtrtt)5tf6FEraTina Tet`�.tinywpraastdstiY�ailramumt n;sftispPnug?ROjaifArleE¢rETiott§[19 tf�leM,en51'dldtatau. g:tt,rte Atleitafei lJ9xp1� ..
. � ;..: Wlttam:dtr�sddlkrad6jstr dCe 3af .IlspiRstG��EysEq(te spcstrEs#�eet4 Al rtdaarT Gii� tt&tmannta€EtdL}drdenk�.mjatnce ntjeeht3aksgadSti�}�'.ltessd��tdFs�l3PuEk M.rlr{7 Tm6wTe esse�={`sas.k�w�nt YpP.41df
and au e�fktf,n lu ;fQtns ees�Fh�rlit�rw 14e0mes'ufleri� tdm �rr..i&2s mMS�d(tellGfae ltC�f 4YlucEla.�atete�i#FL�T£t rtrdrBrlDMpT6ddendtteTtns; �ht rrkddaeud iell ss tx enYnsiid�& �IirltitOnYT TOIIb4IIrT.,QE:
rah�ta}bsF�tu� }I1?tS.ctNul3aHtJalrtepatuistd: .+xsdtkit+Xoi9(iauM Sd9. "adao i9ie+'S #I RItdrSKlatwefueeditt}Keel cn 1+FI� n'N??sgnu5 (attmldrlitsdaTes �t ntrt _ n sM ttea�Gsmsi . St"Ladtu-- ..
e 81Vd.
etW mf 3Cs1 a 6a6>3es(elh�n3apk,T dlati s and ti: TUtm Dm� bprcaetYieaj natntjur Dxs�,kt�eTrssstph:hyierdag¢dlrq.lfi..tziMos qs it d 6e !hT,,
>F,ort.pt2tce FL34946.'
•---�•-- tepyrig�i,�:,,701EiAliiiotins'ses-Agl6oapf�Ttm6a111,P.F.iircdtididaottEifdbrnmaet,apnyiu�c�tSpro6iUded.pi76oubkewriitegFeraussmahota:A�LaatTmifpsA_,ntho�LlemE"al1�P,F; p
Job
Truss
Truss Type
Qh'
Ply
Std Pac/6511 EL D ,
65019
C04
Common
7
1
A0074341
Job -Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640"s Oct 7 2015 Print: 8.020 s Aug 312016 MITek Industries, Inc. Mon Oct 31 16:13:29 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-x9yOHRtzeuQEkl6Wxii_Kx7eMCn5KzTao90f4QyNsE
1 4-0 6-3-10 10-11-0 15-6-6 21-10-0 23-2-0 ,
1 4-0 6-3-10 4-7-6 4 7-0 6-3-10 1 0
4x4 =
Dead Load Defl. = 1 /4 it
5x4 11
to
IC
a
4x4 = 5x6 = 4x4 =
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.67
Vert(LL)
-0.15
8-16
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.59
Vert(TL)
-0.45
8-16
>585
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.29
Horz(TL)
0.06
6
n/a
n/a
BCDL 10.0
Code FBC2014lrP12007
Matrix-MSH
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 3-9-10 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 5-8-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 =
107610-M (min.0-1-8)
6 =
1076/0-8-0 (min.0-1-8)
Max Horz
2 =
93(LC 16)
Max Uplift
2 =
-523(LC 8)
6 =
-523(LC 9)
Max Grav
2 =
1076(LC 1)-
6 =
1076(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2056/1910, 3-4=-1539/1373,
4-5=-1539/1373, 5-6=-2056/1910
BOT CHORD
2-8=-1646/1896, 6-8=-1650/1896
WEBS
4-8=472/630, 5-8=-553/737,
3-8=-553/738
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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 100 lb uplift at
joint(s) except (jt=lb) 2=523, 6=523.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 95 lb FT = 0%
gxcii�=IlmldatgNpn�rde"LltOtrt&�SEi�;Sfltfi'kdEtfLt[1FIr1f&C9FYVllClS�15rONj'IC'M'�d'I7C}6E3iNf9Trhiui±e�d�oy rcrtettuss;i'itdlro!esulilsTmsCtsgrpnur'SIIO�ulflelel4aj71as4119 rildoe:e�leet}rlueFx,Utlesseiitniustnitmtk7li0;m1� ,,
Wte}arsasrr%K Oatta,Nhf,9e1C-0A1eD4? ►cstrw O:f Eipdgj lx f Eiyexrl lk�Mulatlltprgmttitw xrttitjrtkscdplupaem;tnitralda4Mhehs.ems¢.ia tyssk�;lCadS1DD!eh*ut'riP}i�Reiei�a�twprw„latr,�ndaim u�alddt ,.: ,jujthorl��T.'TO(11116 IlI P.fi.:
ci pliiHstnisJumr�i[ 1:urocyW—tfo is r�pmvseanma aP!+ (t ,x emddt treadmn�>trtont: uawiht {??gv��Edestuo>a+mr osEanxr s�naa�ec� £ 4unuem�6��gs�raee reu �w74 x `80081
mrajbduprr�eeeenwu pntss�ranaiens�pepmuezm(ttarnndt u IGv u3�tEmsx�re4i 4 inmtsstc+eereemae nulraan?r}I&zs Kpes»mf ee:a�iuuss%ainss s 6+i�e3t „r saPa�Seri 44515L. E"e Blvd.
' si. IS�i4u`HhpfeeuNo3ru9.q-II`rrtrtMpkrlll�p3awttlid lltlnislgst�bputth➢11IaB+3Sup lktlpu,xTmsSyslevt"ylienuianT lAidbp llloph✓+AS usti2�ld®xi6llEi r4
Ls!
�FRrt $Ee cej FL ; 9,46'
' - - � fsppig6f� �OId,A'I.Ro"ollrgstss, d"nMniry7,Tpm54111 Pj NepiadutpanrE�il;Boeemerr le'enytosm isprohi60,Rdsrithoorth�Prmtnpsrmtssip6fitia�g l9pothiitie,'s-AmhparT.Ioraboll{ P:E;
Job ,
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
C05
Common
1
1
A0074342
-
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:30 2016 Page
I D: W?quLcr?Re?LfzLe98RjH4yHM91-PLWmU nubPCYSLvhjUQDDt9goxc7L3Q?kOpmCcsyNsE
-1 4-0 , 6-3-10 10-11-0 15 6-6 21-10-0 23-2-0 ,
1 4 0' 6-3-10 4-7-6 4-7-6 6-3-10 1 4 0
Dead Load Defl. = 5/16 it
3x4 = 3x6 11 3x4 =
4x4 = 5x8 = 4x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.68
Vert(LL)
-0.15 10-18
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.58
Vert(TL)
-0.45 10-18
>577
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.27
Horz(TL)
0.06 8
n/a
n/a
BCDL
10.0
Code FBC2014/TPI2007
Matrix-MSH
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 3-8-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-8-13 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 =
1076/0-8-0 (min. 0-1-8)
8 =
1076/0-8-0 (min. 0-1-8)
Max Horz
2 =
-88(LC 17)
Max Uplift
2 =
-529(LC 8)
8 =
-529(LC 9)
Max Grav
2 =
1076(LC 1)
8 =
1076(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2036/1872, 3-4=155411374,
6-7=-1554/1374, 7-8=-2036/1871,
4-5=-1427/1357,5-6=-1427/1357
BOT CHORD
2-1 0=1 607/1876. 8-1 0=-1 612/1876
WEBS
7-10=-516/682, 3-10=-516/683,
5-10=-430/602
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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-M wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 2=529, 8=529.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 94 lb FT = 0%
esmea=hmrl�gMrterier.6r •AllUC 1�'SSff('f[I[Et�, HNOItIFItlSLC7N411IC5SL01fb9.jirfrl^dfYAPhTFt617fAP ino.iritdde?yp,peh�sadSeedmles nlvslrtss@isg�tyrvrer(IOt�aA9 Atl6oj17asbe I7,ILie(n�e�6[et3fiere.ne:.9elnsidk[nse sAtidroL'eiD9,ntj
wreraca�rrkxcslara<,nln�i�Ttflmte,w ►strrsso:s�t�y;rc sp�yr,y�p�:r,Ie.wieotan,w®�prBa,grr�s4nt�emt��d`a;n�hs�m�s��:Tm,i<�annememrnln>�I.i�dng,�Ssr�rn;:lRcq��ra.�slm thori' , : '
4rsudlhsTressiamly�ldgl>dinr�r3.irtrdCgUnujMOm,re�Srade�mai6tt?iTT.urM>taxla�tL51n1dISel((deU(oiflrlro.6itagaleuAlMlarszan±�'anrinawmrurtnPrffl<rrns;�i���tmrar�a,amntl:,r�eG�oq�+ok>�r.�o+,�.r,a'
,An y T'Tomtio III, PEr:
@ura0u.yis udtane0sr l7ei(4tstl MielltlCUisl!ler oii`ues aypitd'urrrfik ia1iLgiso{>isdjahl(,IAavdul{!L`1}rit�?"qIN nlSttt po/eleie/lateteulS+ilv[t IPyIsLMiegcetbatleiudlAns�I,G-eiontlesdvee(.Tressks�nyyleHdT(essla+9Nair;aess
'sS•-!riisitifii=A'hadoarerl6�ttdgalaYNrcqlj,Ujests¢etlgl'_rti7nsslRuy 6peir�siOffltDdfyC2ypu; KTnsslrsso EeineualmrrY�lf,sj.ldu�c5ulrtru5,lrlvs,ldu;ldli6l,; 4451 $t; LLCi2 OVd.
• ;Fort Pier`E4; F[.;3gQ46
I:ep'nigM{SZ[D16A�IFnolJro<ks Anthunji,Tom6oIII,Pi; Repradutt[dapthi{derumecriigeriy(6imnptadi6AGEirithootthe"r`riljlnptrmnsmn(fo�iA�1Rp0ITreiSE"t';Aol6oupitom6ollC,yef,
Job
Truss
Truss Type
Qty
Ply
Std Rac/6511 ELD
65019
C06
Hip
1
1
A0074343
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. -Mon Oct 31 16:13:30 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-PLWmUnubPCYSLvhjUQDDt9gjuc7Y3ThkOpmCcsyNsE
1 4-0 , 8-2-0 13-8-0 21-10-0 23-2-0 ,
1�4-0 ' 8-2-0 5-6-0 8-2-0 1-4-0
Dead Load Defl. = 1/4 h
4x6 =
4.00 12
4x8 =
0
0
5x4 11
I�
0
4x4 = 3x4 = 3x4 = 1.5x4 II 4x4 =
8-2-0
13-8-0
21-10-0
8-2-0
5-6-0
8-2-0
Plate Offsets (X,Y)--
[4:0-5-4,0-2-01
LOADING (psf)
SPACING- 2-"
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 1.00
• Vert(LL)
0.14
9-14
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.64
Vert(TL)
-0.31
7-17
>836
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.10
Horz(TL)
0.07
5
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 90 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.
BOT CHORD
Rigid ceiling directly applied or 5-1-9 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 =
1076/0-8-0 (min.0-1-8)
5 =
1076/0-8-0 (min.0-1-8)
Max Horz
2 =
72(LC 12)
Max Uplift
2 =
-547(LC 8)
5 =
-547(LC 9)
Max Grav
2 =
1076(LC 1)
5 =
1076(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1853/1482, 3-4=-1680/1501,
4-5=-1853/1483
BOT CHORD
2-9=-1193/1673, 8-9=-1196/1680,
7-8=-1196/1680, 5-7=-1198/1.673
WEBS
3-9=0/253, 4-7=0/252
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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-M wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 2=547, 5=547.
LOAD CASE(S)
Standard
y :heesttEsaeT5Jtndes b�"i11UC7'[4fL"S('SEIEtr¢6fi'16 WSB6kGI1015[UST9 �']riH'JI2RCk Et6btA1`Mxr:Ynrfldrugpnea0en9!'ea3ahsalilslmspis�9nvisl�IUO cA9eltl�eajll+a.SsIA,1t,Wirm:e!heelberaeme,:�rJetselitcVis[ihiilalSelU6,ai7
WTer�rc[air{'reiskttden.IhideTC-0dltnVi Ilse'TpriPesgeFm {,t Sµ�egFtip yCrsedatn]CIRitTnstmmmrasxdthiMnwple¢yak;stslwslluathr&eku Ndesz T%nstaTlmOadelDDaryu1w77�-�-:7ke&sgsgssS�rtu I ndams'unld% �jjhfhOrl ^T,:`T
iffie�trfWsT�gtsfarnikQ6q lstY[nspecO,fidlyfOner �a Dwan.SeA,�nrtrlih?:mHMliitlkrOtsloa a",r;aa+etd>usuaq�cnee`[un.'prsnre7Prst�ddn�ioue;iu,h<nas[tsatlmt�a�,t�r�,��eFxmu��.adGorveTiserd; Y .....utn.. I,.
6arkejUei4�(ahlmt ;lT uhss�eAYM.RGnllnr minsa>t pdernetdl'il t�inr Cra{m'e.tlS'd:tIdaesEd�i(w fdfnddIHmlSt(tn,�drtn:tlk{ptatdii7o¢ T}ISasS?^.�![sTasd�atlygd,MgsN�Ynss GeYuei[Tt[siL?:ga;�rmn cAllecsKUSrJuerm?rss
v _ L I:Sicl2 � Iva,
:. • c5 ti,iuitfiuAEt gfauadaTtteomslrramp`huOTvuestaeala(Tltlmit2vp[v{la�eiis:tiln 4aGdSwy P�d�u nitntft 9tW�!4!Sdiathtltda}1K®oarefausinoi�efodls7tFl. P ,F{_. .4§6'
44St
c Tort ferce�
- � IoplrigM�l:IDI6d1lo6JTroiks-A®thairyllgm6bi11P�Rspmy'uq�aault6iidotumecrtiaooytormirp[o6i6iteEntthootth'e,"Fimtppnmifsienfio�AlRoatL,ai{e"s'�Aartonyiae�6o11LP�f;
Job I
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074344
65019
-007G
Hip Girder
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, designGaltruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:13:31 2016 Page
ID: W?quLcr?Re?LfzLe98RIH4yHM91-tX48i7u DAWhyz3Gv27kSPMDxnORaomtFTVm9lyNsE
6-2-0 iD- Y 15-8-0 21-10-0 _�_23-2-0
1 4 0 6-2-0 4-9-0 4-9-0 6-2-0 14-0
Avn —
24 25 - 9 2b 2/
4x4 � 1.5x4 11 3x8 MT20HS= 1.5x4 11
3x8 =
GUt3tiISQ
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.80
Vert(LL)
0.31
10
>833
360
TCDL 15.0
Lumber DOL
1.25
BC 0.71
Vert(TL)
-0.58
8-10
>453
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.43
Horz(TL)
0.13
6
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2 `Except`
T2: 2x4 SP M 30
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 2-3-10 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-6-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 =
1716/0-8-0 (min.0-2-0)
6 =
1720/0-8-0 (min.0-2-0)
Max Horz
2 =
58(LC 4)
Max Uplift
2 =
-889(LC 4)
6 =
-890(LC 5)
Max Grav
2 =
1716(LC 1)
6 =
1720(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4006/1903, 3-20=-4711/2307,
20-21=-4711/2307, 4-21=-4711/2307,
4-22=-4711 /2307, 22-23=-47-1-1 /2307,
5-23=-4711/2307, 5-6=-4018/1909
BOT CHORD
2-11 =-1 735/3733, 11-24=-1738/3760,
24-25=-1738/3760, 10-25=-1738/3760,
9-10=-1696/3771, 9-26=-1696/3771,
26-27=-1696/3771, 8-27=-1696/3771,
6-8=-1693/3744
WEBS
3-11=-41/469, 3-1 0=-552/11 19,
4-10=-631/495, 5-10=-547/1107,
5-8=-40/474
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
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 100 lb uplift at
joint(s) except QtAb) 2=889, 6=890.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 82
lb down and 131 lb up at 6-2-0, 105 lb down and 139
lb up at 7-0-12, 105 lb down and 139 lb -up at 9-0-12,
105 lb down and 139 lb up at 11-0-12, 105 lb down
and 139 lb up at 13-0-12, and 105 lb down and 139 lb
up at 14-9-4, and 82 lb down and 131 lb up at 15-8-0
on top chord, and 272 lb down and 136 lb up at 6-2-0,
55 lb down at 7-0-12, 55 lb down at 9-0-12, 55 lb
down -at 11-0-12, 55 lb down at 13-0-12, and 55 lb
down at 14-9-4, and 272 lb down and 136 lb up at
15-8-0 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-70, 3-5=-70, 5-7=70, 14-17=-20
Dead Load Defl- = 3/8 it
4x4
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 96 lb FT = 0%
Standard
Concentrated Loads (lb)
Vert: 3=-53(F) 5=-53(F) 11 =-272(F) 1 0=-38(F)
4=-88(F) 8=-272(F) 20=-88(F) 21=-88(F) 22=-88(F)
23=-88(F) 24=-38(F) 25=38(F) 26=-38(F) 27=-38(F)
tlasuy-f4nukor3.dpsmerdr"::�¢Dth7PDSisS�;S[ttti�NAI11L1EItl5"at+JR'�DPp[9R4yptp'rH�dhbGr<�Gtel".lorQ ic��dw;pp,meien�lSra3xi!rsnmslmrCes�, Crnul(iG�'iddsl'e14ap Lju3el],IF,ItInaeShretE�sreost•DdesseiSs�rne strie+.alksS6P mij
WTesa> r6faasslrDMos_(hrdeltdmrnrGA1rt7nssDss hpu uSpv7rMfi¢heMMmlau+IDDrryMrrts®®q�axdtElirAeswala¢aua'mtuf�lde¢hrl&ks gAe�sx,A(ms&aaeniSeTDDnhxinteit„IreieshrsSsroptusslndgndmnlsnddal iI1,PE::
eap Sr rtI11s1oiSiuGtlnrs srpiddW_Onn tMOwm La:�Mmedawdcade G,t Deunrrm uaedel13r11(Aep(of de Ute la ak�INt tDr oidd6rlUDni"fiMotertde t,ricdu taod'a strge ksrtlleirtid�rr s5ipkdrri �3 Ai 4$0063.„
:. dari �ii rd(aaeU? jawn:reflrdeatiertnrrncur.al�d�ttd�rtatro/>i�pxdsrtips ari�iert¢E tad iNmlSrtln�eltrneeht#tena�tivglPl aibrglnd�rtaidS;sd T�ssDtsi¢+lmstu Saoieiediasslh.dN,ia:si 4451.S 1u' Blvd.
r�m�,iiefieidnatrylrtdapndrp'n6wner¢k¢V teib kvalitd �rtlnistesip 6ps,iti; 6Grd;hd ¢L4vpu;ntnssft+'es tv¢ntryaimrWdo¢IIIo31m�}efte'psato{ifinlSgilN F0016k$,R34946
-- -- -� EppnigM61.�015A-(aoplTrpiks-AothpayT,Tomhplll Pi:&epralotl,aapfshitdatpmed,ntiopfoen,ifpratii(fAed:Irhdutlhe�Tminpermssuooilogidl Rpptlrgi;`2•s;AplkpayT.•To�i6oah�Y�E ,�
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074345
65019
CJ1
Corner Jack
28
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:33 2016
v-r r—rr
0-11-11
Plate Offsets (X,Y)—
[2:0-0-2,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc) I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.22
Vert(LL)
-0.00
6 >999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.03
Vert(TL)
0.00
6 >999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
4 n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MP
Weight: 7 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 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc-bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
2 =
201/0-8-0 (min. 0-1-8)
4 =
-27/Mechanical
Max Horz
2 =
67(LC 8)
Max Uplift
2 =
-220(LC 8)
4 =
-27(LC 1)
Max Grav
2 =
201(LC 1)
4 =
51(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has beery 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-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except at --lb) 2=220.
LOAD CASE(S)
Standard
d�mel=tlena�tt�drttd wd�?11 gtsT�'SSfSs'SEI1Et�6EXi11FifiililS�&(�%411108SPJAU�]ilrifl'�L7T10'G.&E4f01'.Iaa:.Ye��deugpevems�d'itadra+esu161s7mss CEsga CstrHj(IGtf�:vi9ljd�sjt.las�IJr.E:IAv�:e�teWeest�9dessftltswisesttklR.Ikti69,aeit
WTesaagtrrSzssSslrHwdMSrlCflmJndN:�4tTs5sslitp0&paevpf SµAebt&ytee gtfnlaur70Urgmsm®mtp±aet(ttaPsltss4al:a�agregshlrt�al mjtrfttlez i�desmJiT6 &j6lNRtIDDx¢ndtriPfl.tk&igs�mortes3 rstl ndpu st>RLUy � thoti''7> TOtilfw III•iP E::
a�tudlllsiio,srdimrelty;rintrrc�tiusajet�onu rratrxatrra�+pv,�arJotpe:E�Il�ro�awr n,�t�ldrfcnc;Ae.: ae�ntabit�1P!T �tgytct:�fnfipa���tetSet+eetross.�r�r�d�s�m,asna�,.;caG�aty�tueem�ise�sA�arN _;: � ,;`;811 83- r:
' Ba&fdijAit!-,�temta9t0a A?wtsa�rzxmTfi�td�ltr 0awt® pdernestri�fiHtojR�i�ryffi�es5N�t(ylid�sT��TPImlSrflrei�ittdM�hC{t�i��Odnu TYlds�iS,��tsrestr�+p!iudkiesM4bi�ss,0esimu Truss Ctsyxhytieidrlesskun��air tnr:ii 4 � S , .� .;_�� d.
:.: � `• a'�ni ei{etliitET tfapiodaliied,�-sirimngEl�ti�tle3lnttitf IFtlmitkupb�teet�fOfdtGArwyksigri,wfnssSYs'!A fgneµdan 6aWapJlfo�7nuCWosu�oiixtmlla7rEi ,
4 5 t Lu. le ly.
Fort P.ler[e fL ;3gQ4fi
.-- � - Cep'yrigM�R01b,A�[foo,ITroSus pplAcajl,Tpm5ol11;Pf Reproinmaaplthis'domcecf,i0.unj(orm�itProtii6d.�witM1c>�rrhgsititienpetteissipnlica�AdRoolh®itiq"s-Aot4anyL•Toio4oJl(Fpfi
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074346
65019
CAP
Corner Jack
4
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640-a Oct 7 2015 Print: 8.020-s Aug 312016 MITek Industries, Inc. Mon Oct 31 16:13:33 2016 Page
ID:W?quLcr'?Re?LfzLe98RjH4yHM91-qwBv7owTh7xfCNPHAYmwUnIQLpHjGrxAjn sDByNsE-
-1-4-0 0-11-11
1-4-0 0-11-11
0-11-11
0-10-1
,
Plate Offsets (X Y)—
12.0-0-2 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 0.22
Vert(LL)
-0.00
6 >999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.03
Vert(TL)
0.00
6 >999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00
4 n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MP
Weight: 7 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 0-11-11 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
4 =
-27/Mechanical
2 =
201/0-4-12 (min. 0-1-8)
Max Horz
2 =
60(LC 8)
Max Uplift
4 =
-27(LC 1)
2 =
-209(LC 8)
Max Grav
4 =
61(LC 8)
2 =
201(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) 4 except at --lb) 2=209.
LOAD CASE(S)
Standard
hzirtq•rheu drngHrtlmr�f'iI1gC 1MSIIS�f'SEIIiY'16E601tT[r11fE(96CIOh1f{429Nj'lr(H�IdACYILfAftl1%6im�icrfkde ipgveeehlsr®dte,dadesa hdsTmssCesrnd�vis��Ut;�aDflelellesjtaekltl,tidnece.Erellefmrau.<Uelesse!lsmushiifoelkrigg,mif
wles�caargbtxxsl�lrke�llf!rielCUatrnW•�slTmsonm;Eipee ItT}3AetrgEe(rm rafMnfry]DfitNrtsulsomep�resiLhq�,feftiml;ie}�alegml!nilJiry'a'rQe15�dRerss,2+l�.ss�aeApde7DPeNfnlnl%Llhdesiga nsro�a,i,h,trgneiemL'f�Lliq �phtho�yT 7oint>aIIT;'PE::
< E�iS4�t�sTretlra�q- Bej1i71n:qu•a�atd�owErn�D»u��ie�awmaginwniGs4�goeawpa�oa�=1,rn�nee�ninrmurt�ar�ut,�eTn1 iee.�r!!ut�nrTtlo;dm��nascprnelmr�d�,�,rrgs�e%o-mna�aemorlswu�e�aisro�arar¢, ;s:90081 -
�rx:aggit:2xodCe��im_ usr«s�eam2rgomnegwmuErmqq �krwrrt+iiegvoi[,a�w3�?f���w��rq��a�rnmisns;elnsre,ae��eeu;, asa n}rr�w,�geer�`+m.�a�rer�rer„soea,cp T�gs['�y;;.m,+Pmic�s��aa�n,:ss _ 4451 S� Luc(etit'p4.
C.InyintEfuid6r,zfa¢Iiedall,Nn'Wq,viti �eiee)flt�lik'TliTntSUallg67bCeifsfi0rl3bd Cks., ,,uTntffisilad4lve�al, IdgsgJllo -
•, fir. � s �t wnsr��n/��Jwtni,. �FartP 4
• Icp'jTigMQIp016,p-tloulirpsfosiiaM�cnrl,TpmSLlll`P'�jprduS op�2nDlt�ifdacwmecr,inutlpttiim,is'Prodi6i(gd,ngAou116`e'g7ilftnpermiaDfiiunlA18ga1Trais"ei=;AplEnuyL<lom6atlfp;f4
Job
Truss
Truss Type
Oty
Ply
Std Pac/6511 EL D
A6074347
65019 -
CJ3
Corner -Jack
23
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:34 2016 Page
ID:W?quLcORe?LfzLe98RjH4yHM91-161HK8x5SR3WgX UjFH91_rb5Db6?IBJxRkQldyNsE
-1-4-0 2-11-11
LX4 =
2-11-11
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 0.22
Vert(LL)
0.01
4-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.15
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
Weight: 13 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 guide.
REACTIONS. (lb/size)
3 =
75/Mechanical
2 =
246/0-8-0 (min. 0-1-8)
4 =
35/Mechanical
Max Horz
2 =
127(LC 8)
Max Uplift
3 =
-90(LC 12)
2 =
-221(LC 8)
4 =
-11(LC 12)
Max Grav
3 =
80(LC 22)
2 =
246(LC 1)
4 =
61(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=221.
LOAD CASE(S)
Standard
'_ �!� fir., t � E ... 9t �w,d+r; ' • ��` �tl� � ... t'+iEm>Es7r6miE,�Dtl �a7
45e, fiety 6m r,nw:8r'1 Nt$liIRSK�"SEII 6lkti]11EIYS6tORiiIIPlSCUAOk/iCfltj sJNCT.u"&61tA1`:dizr::S'r. de sm35m3mhsnfastmzG A„i ndtl�lrW TI,r3en LL[dmsxeShtdE�,reose9eless
..,:,`, hl�tcsas{1cRail?U7tes lhr7�e1C-0 lt,d� ►slTmsilKmFipaetl lr frzhiryri�ua 7a,sntu„ EJ�R rymiutsma 9teQ�pdetmnl."et eme�mjusildplM6ehs p"A!etia}� Tmshd1e0erpe]DD d7,urn Rjl jh!Ms"us R"r!elnros;uM114 -: �gjlfltOn T'TOttibodlE -PiE :
sdmilt5ctrtak,cJlg�itiyii'NermJ�t'atdtuo,ix tteD,tip;pabry.itm�rfieGtlotilptt'i�liudeldt3e11,�4 Rrmldrim Ea3iq ud�e4Jlngl�zQ}mdtdnr700�.°d'jeHoigeltie mats,'mpdmyhN'�iemzrosielleuti{ffiatlimm9 }irskgetnrtasi5,d'.',: V8D083. r
�a� jfei,�r�tmm�m,esmnss },amd ieo,+uleperut.47fr��?��l !Qi lt4�r+ ! )r ytn ,llsrn,ririh�dr�� mu dma tt lh�, �s rersawiv niva 1 r.ss0e6u�ssr"b mrtrsu na ;rta,si
• ' � t�a�' ..�1. _ 4451Sf Ludelpd.
i�.1111 fi({IN61t1�litYrtjfita4{illl nNNPG',Qr[Ib87Um(gk fleliasstaup63nmrs9Cl'�36aa5arlkiijw eitncrjpstemfvpmietmq{:I�ntih�imitaosmdi`irl�'l�alrEi +FDtt: l�rt�i FL> +i946'
' fOpp`yrigtifQl,1D16�ljtoglTrps?es,A6lApprf,Tgm5411rP�ASprododiaAulihisdntementmunyiomnm'prbdi6d.5dm)h6art6e;mmlnpetmrssign(loro$�IRgalUeiyek;Anr6onpi,Tointio1l(P:E�
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D_
A0074348
65019
CJ3B
Corner Jack
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:34 2016-Page
ID:W?quLer?Re?LfzLe98RjH4yHM91-161HK8x5SR3Wq) _UjFH91_rdoDc6?IBJxRkQldyNsE
2-3-11
2-3-11
2x4 II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.11
Vert(LL)
-0.00
6
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.08
Vert(TL)
-0.00
3-6
>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 FBC2014lrP12007
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-3-11 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
1 =
101/Mechanical
2 =
70/Mechanical
3 =
31/Mechanical
Max Horz
2 =
46(LC 8)
Max Uplift
1 =
-55(LC 8)
2 =
40(LC 8)
Max Grav
1 =
101(LC 1)
2 =
70(LC 1)
3 =
44(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opst BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces 8e MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 2.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 7 lb FT = 0%
Bari{>flrosezatw{+{,narlYrt IDG[11t5SES�'iEf('1'�iMFikt,JEft4�LtOXKfi}�:[hi9Ft;'rUeEl'jk(tt)�tt6t�tTipp,:tqd{{rv{¢{FwEttts»tmtukste tkst?nssl*sp6t»rt{"PO�tSl:�ttetfufT T;cilfwi.E ktnndSlel9dutost 9dessa+rse ndt2caElPlU�mM
,,.: ZWTd gmeGn.{idxfsldl4rsedftt. I tik dd<iysTRss Rest®EgpayR! SµtaYr�iyxd}.6enJueFlAu{ae,eCf.® et4xs Re{r4hnee ! ni9hsj 3atf 3Fksipd e.f. lncs 6{r edwEM110 Wr nkr lr4l TMdtap esrza}^-ac;6dgn .fims:)dai�Lt+ _. -Anth6'n y T: 'TORIITD 1f P.E:
: ::'< te(rsrxtlii�sasf�Msa{r�iiynttsinias�.d+ildeC+ruiv9+?ifs,4!?&+��ajsk`et��teCs,�7e�®,maa.'eadtlatT.:tSeii(rdWhdrla��m31r4r•Jss,iilrkibT'Dm¢cedlnrdtlQU6J�'s�r<s�isy?Jes7t7eseatedladlnistnrzas6J:j:�:':: :00083 .....
:. �tw�yDd�ace,ansser�aae�isaamm�r��ae{rune`snepcpueta�y-,�:ensda»�i��a�rltr�{a�,S4y{T{fn/fs++xve���'�{rid{�amaaeMgt,��:s�e���m,sd�,iR���w�x,,±ecrnep'sq��t��Tm�r��rer�?n, ; 44 St•::Lu`clat3l'vtl.
eAesxs3{bl4eRgl.q{mJrjua�rtirgt,{rlTesarthel.Th imDrse{SG}+nrttit] beh>v{Otsgelye: nssSts}iafepees>tlprM}ratlp�7s4e31am'ue>ilcGaetuett j, - 5� .
Fort P,terce; h,3g496
CcpgcigdiTM-f016F,lRooiTinsseaAgifioeyT,;T�m6alilfPF FFP{oegtlian&1lliidotamantsnoioim,espfo6i6iLFd.N6onPMeivrAieq_(etnistidnlio5[A;kiaolTsnzseirintKonYTTomEoll(Q.F;
Job
Truss
Truss Type
Qty
Ply
Std Pac/65-11 EL D
65019
CJ3P
Corner Jack
4
1
A0074349
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7-2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:35 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-mJJfXUxjDkBNSgZgHzpOaCNmrdxgklRTA5Tzi4yNSE
-1-4-0 2-11-11
14-0 2-11-11
OX9 =
2-10-1
LOADING (psf)
SPACING-
2-M
CSI.
DEFL:
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.22
Vert(LL)
0.01
4-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.18
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/TP12007
Matrix -MP
Weight: 13 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 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-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)
3 =
75/Mechanical
4 =
35/Mechanical
2 =
246/0-4-12 (min. 0-1-8)
Max Horz
2 =
101(LC 8)
Max Uplift
3 =
-64(LC 8)
4 =
-47(LC 9)
2 =
-249(LC 8)
Max Grav
3 =
75(LC 1)
4 =
51(LC 3)
2 =
246(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=249.
LOAD CASE(S)
Standard
Bcmq=tltnetlmgdpndheLN':l�tkiNSS(SEIIEC`i6lgfltt`1t1ilSA(OliltiClSfOSrOY,I'tPitij dOM!'`$L€Uftlt`hiaYr.rltsig,Tneathic®1'nEMnnl3iSmrCes�gn Pxrvrvu�t Wa�nglelyTlos3elJ r.�lefn®�eSeedP:Anetu:4Ans8lxnnsMilRlk'iGtl nij
WTed[ecxgirOk�es stirle••i�.Nlni�elt-0mSrnHl:�tslTnss Dnq?E5l;ix frrEttblksednntlUaM¢t¢¢mwr/,a¢t�l+thttwnl.n¢6,ptnlaWgapyrt&Irc�q�resr+l�ss$e�atagikmnror min1i1.1_ik ksgreti,¢etshtnswn)fmduap,Aniho'i T:"%50-IIIrP:E:
:: ; .. nddr'tlths1ioMfr ml�l6yir thnsrte�6fi4(dlx Owier tL+Di�eerrc?�arabedaReih'�.¢tltleuaH u,M,LdnliltSelr(,�9q$fnlbtlembl�'liten91�i1 tt?qunddllf,IDOrl ur�eMtsCrrt3e ttoiL®dd¢gta+d'�s?'gt�¢cMh6tiod.krtdysMOltgt ts{cub�/v1. '. Y ,.�8t1i�8� ...
Bala let nr�(ua¢hy ',
L'1.4 7aAtSiedtlltlatitkp ¢tn2,pald¢errf tqd;¢ G¢f SA9 Naind¢t MI . tiedlit?s6:vAnfn ras3i �t t f ninnlsrcse ttte¢bKrtutafymaa nHiisss/rglesau�arr�irsut s« Tt�ssyas< 415i�t Gli�te 4
• atlt.ntitttfiis,lrzfnUeuup+ud.iprla Yrl6tpEytlljei�ai¢rsltk Tii�iisslr7p 6puNEse9r�t6ilLaal4y$u;nTnts_;yt„ita �i itercilm(Irlq¢pJll tarlo$uf,¢¢;anvYrf¢�IlaUF7._; .
'•� >�CappigM�4..pD1@A:)Foohm"siss,jinthdnjlTgmhG111fP.isBepr'odogidgplNii£docgmerfztn"0ufiumtsplobi�i(ed,w,Ihoaft6q"rirmipperm,utoq(tanspltcolitussPi'=Am6QoyT.•1oio4ollf,�pa� ,:
Job
Truss
Truss Type
Oty
Ply
Std Pac/6511 EL D
A0074350
65019
CJ5
Corner Jack
17
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Nnnt.• 8.o2U s Aug 31 2016 M! ! ex industries, inc. noon Oct 31 16:13;35 2016 rage
ID: W?quLcr?Re?LfzLe9BRjH4yHM91-mJJfXUxjDkBNSgZgHzpOaCNiOdtCkIRTA5Tz14yNsE
4-11-11
4-11-11
i�
LX4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
0.06
4-8
>936
360
TCDL 15.0
Lumber DOL
1.25
BC 0.41
Vert(TL)
-0.09
4-8
>667
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/TP12007
Matrix -MP
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 4-11-11 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 =
142/Mechanical
2 =
327/0-8-0 (min. 0-1-8)
4 =
66/Mechanical
Max Horz
2 =
142(LC 8)
Max Uplift
3 =
-11O(LC 12)
2 =
-211(LC 8)
4 =
-3(LC 12)
Max Grav
3 =
142(LC 1)
2 =
327(LC 1)
4 =
92(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) 4 except (jt=lb) 3=110, 2=211.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 19 lb FT = 0%
cetr.�=tlene tlntgNrttd:rtlf!fltAt itlY$3�;f[ttH')6ECi11FTiliiSEFOFrdlfntiQISTOHi"ttlill�d+JgC1iE3:�E0tIR".IaviPe.7ttdeaptpvoedural'ieairMesalastmsrCis��tris��Upjaineidfea(1Tai+ml.�Filerir®nlheer6ebrrae:8rinre!htnnsAii[nrlc7D0,aeiX I.,
.:. , 6hTeB,dce�rpkas 51il1Etn_Ihr7lrn�nitrtNl R{trptrs o:f�Irpxtt �e sptstlryFe{krn tirsMgrxmorgnsm®me�sxc7tktfrdeswnlequzaa�rt,fsmi;iRpprlEeh�drteXth�Trst tey)•Je/nikTp9!dF ulh�l7j l�7ke fer�rescw�,ts kt6.ynNamrx;kl�Iap .: ,q�thtX1 T TOtfl6o Ili �PiEi:
. , d tt�mslM1Kshr¢pt�lrw ii br«tpr�Ltu(tfta,Onv tin p.iefsia'dmdea�nNbit+i!.xirSONnv L+�unuldtf�ltt8e16F orM1rlw �Ol�ah aalHp(le�yfmofd6tlUUaoi¢pfuHrtgdne[r?scwdda�tlsdnp,sb_i�e7e,numq��t�g.shn kd�•�sf�!b�i�� � Y,,<8L1tl63. r.
care'#spires:.rvaea.aemr ia`ttretessdeamd i@tt'mpejr�as®i9afrrandGtta�inlpap�nSddfldawrmtuwn�'n??C.StTnnfSusatlpiHin.eltrywnrnaati TFtits�zsM�tspn,dr riwt8n�d4 rnsuw,"ru+,U?s+r a tme�idTtrss�mzt�ansc:n 445i 5C 1e,161
'eda�ifiiEfiiedlpat�meduprte0.�•t3
ermrgfciiljvieswdTpd iNinis ttfrp Gpfugsf011h3pafupT4sijni;irfntsSfs!eo[giro{almgldldmp:.,ll(mlarkeWOs rcios ldar=I Ia1FF7
Fort P ce, .
rer "` FL �g446
-..� pp" � "T � roJu n'f,`" rtbrmltprb6i6i(e�tnthontrpeasmartp;ranaioefloa�AlRoalTrp"s3bi'-;�nitonyT.Jo�botl(,,p�f;
Co" igM�:701b LtoolTrosus A�cn T�Tgm6aIl,Pl pip, FA rip jhrfdatamerrincn
Job
Truss
Truss Type
T1ty
Ply—
Std Pac/6511 EL D
65019
CJ5B
Corner Jack
1
1
A0074351
Job Reference (optional)►
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:36 2016 Page
ID: W?quLct?Re?LfzLe98RjH4yHM91-EVtl lgyM_2JE3g8srgKd6Pwvcl EDTChcPIDXgWyNsE
4-3-11
3x6 11
3x4 =
4-3-11
4-3-11
Plate Offsets (X,Y)—
[1:0-0-0,0-1-31, [1:0-1-7,0-7-41
LOADING(psf)
SPACING- 2-M
CSI.
DEFL.
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.35
Vert(LL)
0.04
3-6
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.36
Vert(TL)
-0.05
3-0
>996
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC2014frPI2007
Matrix -MP
Weight: 15 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-3-11 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 guide.
REACTIONS. (lb/size)
2 =
126/Mechanical
3 =
66/Mechanical
1 =
191/Mechanical
Max Horz
2 =
88(LC 8)
Max Uplift
2 =
-65(LC 8)
3 =
-10(LC 8)
1 =
-104(LC 8)
Max Grav
2 =
126(LC 1)
3 =
81(LC 3)
1 =
191(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat.11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 2, 3 except (jt=lb)1=104.
LOAD CASE(S)
Standard
•6s' 4aFIT7fi't�TOtrf tPsEf'jliif96tE�k.fT'tua',9!tf(it pgareft'aseeft!rlgshf ntiVi i�tstfs�t'h+ag *C6}.mdbj1V*tbnhr�m'7acettWl1 fat 7elyso&nr3n itde7n�170 n� ,
- 61t1elsmg g'�sssgdl�effe(krs+ru3hiegc6f.t3fTntf6alls?{eg etfti 5� a7t°}'oe?i•dxtte�n�l.btepne4avacgw¢4 NekniuC ize�agnt}sesx;rt;�r9xksy�sia'.f+t1R{sd'g�,TTeEEge&t304 n�,ete`FI1i.." g— n;g6nLhsdnja¢eaintiil mft IfiOtl ,Ta O-�ba•III-P:1:`:
,� �, �te(Txst6nysiasiftt�etg k�tgrireiarMF35ti-e(8e Ceftr i130n�'s WJa��tdn �f$s�0t�ga e�i!�in2siih priketl{e�Ciltt+l ,rdewil{id ikbgtt7�albT^6tai ng811nestii<Titst aldi�knl4ar•ilsa`q'ifs47deetdw`ti'r3 sLgntxftsgm��gy� .: �� � n�60 8� ... �
:. tak?s!t ?4ehmlK!na ry,iAs+c�tfrnat�e:T`�1nt�Ftgrsrnrcndrae4neti tse Fa7tcgre�nMiv C[gstse�t: E�?.sjN fjjlAd?!U,!nTie}ateGH hptYg ti l&Sv>wacf'�p�sdii?txsddanfstl�tjn"sCsugar u»tt�,q+nPmv Svci4ar!'ei!iahcs 4AS�, St :1'UCf8.61Ctj.
- frkttug,.g3 Ire(tNsg7p�liguk+�r3�iiaMlvsaiit�.;..iifrrtsDmg?�tenuff)textu'd�g6e wyasnt>riipr�Ceae4f�iairuf.:tdtgi�t.uifmiaefletuettoitGi;., tF
... P,ter� FL,3Q446'
•• fCPT1I01:,f`'iJ,i�l�:{.t tbplTltifSbS i+4t(19Ef'T.TCAiIJCnI(Q{.. RCftCL`IltlifC otlhif dfeClijlCitTkCOYidi ftTfiPiWdffhiLrfltlAtEt7p1f401I I�00A tRLOTTItlSi6f,�MhUE{{TQ9ILD;III:'P:{?
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
AOQ74352
65019
D01
Half Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s- Aug 31 2u1b Print 8.uzu s Aug 31 zuib not t ex maustries, inc. Mon uci 3i T o: io:oo 20 to rage
ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-EVtl IgyM_2JE3g8srgKd6Pwnzl AUTz4cPIDXgWyNsE
1 4-0 , 7-1-14 13-11-8 20-8-0 21-3-j0
1-4-0 7-1-14 6-9-10 6-8-8 0-7-1'0
4,00 12 46 =
4x6 =
3x4 = Dead Load Defl. = 3/16 h
3x4 = 1.5x4 11 3x4 = 3x8 = 5x6 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.84
Vert(LL)
0.13
9-11
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.60
Vert(TL)
-0.24
9-11
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 1.00
Horz(TL)
0.05
8
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W& 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-5 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-5-1 oc bracing.
WEBS
1 Row at midpt 6-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
959/0-7-4 (min. 0-1-8)
2 =
1036/0-8-0 (min. 0-1-8)
Max Horz
2 =
330(LC 8)
Max Uplift
8 =
-467(LC 8)
2 =
-518(LC 8)
Max Grav
8 =
959(LC 1)
2 =
1036(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1966/1503, 3-4=-1015/738,
4-5=-935/758, 5-6=-881 /802,
8-13=-838/822, 6-13=-838/822
BOT CHORD
2-11 =-1 752/1803, 10-11 =-1 752/1803,
9-10=1752/1803
WEBS
3-11=0/268, 3-9=-970/995, 5-9=-166/323,
6-9=-967/1046
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 8=467, 2=518.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 110 Ib FT = O%
r.�=r�m,alt,et iwt� IaKs[stite sEDtiitEiaisseoRtsnLMsasioi aDs0llnxeiiMt t�:tr. ftfd�• s,�:9ttE�aron: nr�Si�:km iDtdner�i�,trfi,�s�iJ rtldan,<i�3,m�.ud�::ae„ �:r�mt��eaoomij
Datnacrme amteeninust�a£enM,e.RE::
e�,s,arirct�rtanfknmlftit„sty.nretss�D�x>�eD,neen:Nxe�nwneGi4rtrDaaaaoauFnl�ttaetun�tKute�t��i€�ute�gtas Qn;�unrtoDmru,��u�sfesn�sms:�o�w3�eoss?i1"snneincmla,d�'�,Dees6z,u�!�ur� ;; Y ��8D083 t
murtyDaRrdrnnraz,uik�saem�ustti,tlnepmu:Mpddndmt G tF fmmacntsnrnEtsird inor5trl■sehu�nt uPdvapi umi;stweenaiir:,etisAr.sDestnau,see edt�ss�acd:M�eri 4 5 418btl fiiB Ivd.
remruunea.HatcmeeaesmnWna�pkiitEeelnal,ttrntnntev�atneatpoTaeei�gG puitnu£e9tq;utsn,itiuoE;,Wotho atuara,viia�iS,mi, e
-Fort Pierce; FG �046
- � CoppigPot0;7DliiA-Itooliro`s"Ks dniltcnjLTdm5011iPE AepraLumugofthisd?remectnr'v"nj(6rm,Yp�oti,3jt5ditiithoutihe'rTHienpe�msuunlioayAilhDa£hoSusAnl6oayT.Loio6ollf;P.f
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D s
65019
D02
Half Hip
1
1
A0O74353
Job Reference (optional) i
Al Koor t russes, rOn coerce, rL -Av4u, oeslgntt9alrndsS.eom
Kun: MUZU S AUg 3l ZUlb t-nnr: MUZU S Aug 31 ZU1b MI i eK
4x6 =
4
Inc. Mon uct 3l 1b:i3:3(zu1b Page
ih j3POrsfdSx? RVTCX2lePy4MyyNsE
4x6 =
Dead Load Def. = 1/8 h
3x6 =
5
3x4 = 1.5x4 11 5x8 = 5x8 =
6-1-2
20-8-0
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.95
Vert(LL)
0.13
8-9
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.68
Vert(TL)
-0.28
7-8
>873
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.57
Horz(TL)
0.05
7
n/a
n/a
BCDL 10.0
Code FBC2014lrP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W5: 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-2 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-4-2 oc bracing.
WEBS
1 Row at midpt 5-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
961/0-7-4 (min. 0-1-8)
2 =
1033/0-8-0 (min. 0-1-8)
Max Harz
2 =
289(LC 8)
Max Uplift
7 =
-459(LC 8)
2 =
-525(LC 8)
Max Grav
7 =
961(LC 1)
2 =
1033(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-2032/1601, 3-4=-1 302/1015,
4-5=-1175/1048, 7-11=-812/815,
5-11=-812/815
BOT CHORD
2-9=-1793/1873, 8-9=-1793/1873
WEBS
3-8=-744/786,4-8=-125/300,
5-8=-1108/1205
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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
toads.
5) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate -capable of withstanding 100 lb uplift at
joint(s) except at --lb) 7=459, 2=525.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 108 lb FT = 0%
veset=HemeAsngtdrtedewll�'A10chrYSe3S'SEIIH'�6E�I�It`1PId1E(DBfdOCIS{UST98j"ECiPRJ6 bYfi 4UftlPPltirec:tr.$�isugp®iius:�3leciaMetn13i1msCts�keriq�t aA6tidhq'T.1as3an,filettra'.eUedEebrevse:.OrJesselk YSEstmlaw4T6C mII
. .. WT,i aver;bxssS.ItkisNhrdelCflteHNd. AysTrsssOs h(atki ureAdRfgt�aprxfe�luur]Dprgrsttm®mee sxsFRs Pnlesmgl.spaenerreslw;ildAibrlh hx .q aig3HT%ssskpl1e05s p116Dcdrud T9i lle &spt nseoio-iss.Is mSnsss AAy '...: �pjlthtxl T �TO[llbb•III -P:Er:
t�sli+tsltilte'tix snP�lrylllfnsreedffd/stLti•Oxfer lta�rw�RiA4Nde�dprpet+d�OtilsCx'ti�pB,bCeildW 4(�9eBCulUrb0.iili'iqukadlPil �tq`nn�elMr106iN�hdlrtfdlSefrssyb�afssd'�sireptWFrtileGsesid��mg sks➢Ct�.tsias�uJpH'.: y �8�6$�.. y:
ltard'.alApL'�a{s�(aetreUv WnisssleAPo ICC'idifrywni¢su�l'deluetdllP lgJb�RaTeunt s(1Easdeit6Lllr!lGrtfd irl ulSiori�ekm�dbtEej!'il,;rdu¢ lrldiexs3a,aes?caa°aeAga2.Rvffs� Tvspesl�u+trgs[H-yaSpD,eeid7tasi Yadtiiaer'n4ss 44S15L-.LUd0Btvd.
' eiriit�t�rgasParPmgaafree:iniy�no,p)tru�a�Sn,dlrt:rifl�sst�aaaps�N��mm.r.atvyt*s!�;nT�siSMs9torn�ds�pdursr:,dilu�>,n,n:n�m.`/:I®aw;inl;
� .. ;FRrtpieisQ; [`L.�494fi
' -•-- Egpjiig(A:�,101d,A�itop,ir@s�s pdthcoyl',Iom�AlI1,PE RepradnttinsipPlhl;doecmerPein;onytosm stpluhs�d�witAturtd"e,"sri�tnprranSsjonl[aiiiAl&ootLc`s)ei`zAnl6aeyT3oiitholl(e�f�E,
1
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074354
65019
D03
Common
4
1
Job Reference (optional)
Al Root Trusses, Fort Nlerce, FL 34U46, oeslgngjal truss.com Kiln: /.o4u s uct / Lu is r-rant: o.uzu s Hug a a Lu 10 lvll l eR 11luubulub, 111t:. lvlui s Uct J 1 l0. w U cu lu aU.
ID:W?quLcr?Re?LfzLe98RjH4yHM91-Au?oAW_cWtZYJ81 Fy5M5Bq?AVgmsx2fvs3iduPyNsEI
1 4-0 6-0-4 10-8-0 15-3-12 21-3-10
1-4-0 6-0-4 4-7-12 4-7-12 5-11-14
1.51
4x4 =
Dead Load Defl. = 5116 is
3x4 = 5x8 = 4x4 =
10-8-0
21-3-10
10-8-0
10-7-10
Plate Offsets (X Y)—
[2:0-3-2 Edgel [7:0-4-0 0-3-01
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 0.64
Vert(LL)
-0.16
7-11
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.99
Vert(TL)
-0A9
7-11
>523
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.29
Horz(TL)
0.07
6
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 89 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 3-10-6 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 guide.
REACTIONS. (lb/size)
6 =
956/0-7-4 (min. 0-1-8)
2 =
1055/0-8-0 (min. 0-1-8)
Max Horz
2 =
103(LC 12)
Max Uplift
6 =
-402(LC 9)
2 =
-514(LC 8)
Max Grav
6 =
956(LC 1)
2 =
1055(LC 1)
FORCES. (lb)
Max.-Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2022/1887, 3-4=-1511/1349,
4-5=-1511/1350, 5-6=-2029/1893
BOT CHORD
2-7=-1673/1866, 6-7=-1680/1875
WEBS
4-7=-445/602,5-7=-557f734,
3-7=-548/727
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) except (jt=1b) 6=402, 2=514.
LOAD CASE(S)
Standard
6sgcy�lleesaaSaaglymiew!!t'i1 Wt Z�Y$ES�?SELlU�, 6FCEISIIFWS 8tDl�t�PeSQ/A�Xj'Ertf1R{'LMC�dEkltll' Isis:'Yet&vprvm�ins,ril'ierAedesu rvsTmc Eszgt CringtpDja�hrledevy Lleile it rileinn:i�6:etEArteau<Odnseae nu irttilai.41�0,ui�
- :<', �IeF�ixaelrElrecslJTk:siloiitaltfl»h�dil�►alTaessDeA[<F{!x SyeNiryFrybEerrlaznlumT007rynttmmerzrtieatrttpllnwn!"eyttmryltslx�MlMjnikletp�A4e�ll Tvssfe�trinMlDDmllvleil}7.,lkdezipxsmy7ws I nKmx•pm�ut , ;Aeon T'7o'bo�iII•:PEi:
at♦1u�ttlislls`lrm ml�If is tlRu �lR dAa•dvler l>»9r'urlaaYm�le wi1r 6i1 Oevan omeUthaiefa411f.Ae8{nftlrlep. tal uielxllMl itemreldlpl00nd ur M>St 1ltSe ross,ald�fad� sarue b�ROtlul ad�lu �fti[ 3Et A:' Y '"'m' t'
acre in.�pemteelemr L1ittRW4rf�11tIEDes1lh)r�&n ael9ettr tlalriud4itfa�rilf ir.l �mullcax���;��aijtnma5tu�a�a<maeurrtaFl f ,u trritt si tgte,s�engs.tr ee,.t uuea, .0 iu S i�aic�t aAn+Mma,,s 4bi SL. Lucl4 Blvd.
s!?I,i;eihind6jAtatllMd Etdtgril/,FrihryF(1�1•ry„Ot�ItfdtfL, DIImSPeypl GgheNh80j'�3&HL.>a AeS.pu;wf�nsSr!mhu �tT�tmiifiuq.;aifop�+eat�ro;neo l:i�ajl�mt_ o P(ere dlvI; �( rC •t 6
' ••-• � - tapj�igM�sA16AE:Eoolirpslsr AAEhcnyE.:famhelll P.E.° hrPleLAlIlOA�UI111lfdOlBmrCr1400fE0[Itl,ISQIBitlEfjl[LN71I108llbeMSAltAp[SAllSSlBAIfDIIIA�Ii08t]'niSQT-AAIQBAYT.�TDIfb�III;P,E,-.
Job
65019
Truss
DO4
Truss Type
Common
Qty
1
Ply
1
Std Pac/6511 EL D
AO074355
Job Reference (optional) ,
.. w.. , .... , .rr.. m� , � .r+Q , UQmyr it&a r u uQ-- u
raw I. r.r U Q vu r cu is rnnc mucus Hug a i zu IO iw lex Inausines, Inc. Mon Vct 3l Ib:l3:3d7 ZUIb
ID: W?quLcr?Re?LfzLe98RjH4yHM91-Au?oAW_cWfZyJ81Fy5M5Bq?BOgsrx3Svs3idul
10-M 15-5-4 21-3-1a
2x4,i
3x4'
3x4 = 3x4 II
7'
Dead Load Defl. = 1/4 it
3x4 = 3x4 = 3x8 MT20HS= 3x4 =
4x4 =
LOADING (psf)
SPACING-
2-M
CS1.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.61
Vert(LL)
0.16 10-12
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.61
Vert(TL)
-0.3410-12
>743
240
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.24
Horz(TL)
0.06 9
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 89 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
B1:2x4SPM30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-8 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-7-15 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
9 =
956/0-7-4 (min. 0-1-8)
2 =
1055/0-8-0 (min. 0-1-8)-
Max Horz
2 =
98(LC 12)
Max Uplift
9 =
408(LC 9)
2 =
-521(LC 8)
Max Grav
9 =
956(LC 1)
2 =
1055(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2086/1790,3-4=-1923/1723,
7-8=-1930/1735, 8-9=2094/1801,
4-5=-1780/1690, 5-6=1343/1344,
6-7=-1787/1700
BOT CHORD
2-12=-1579/1922,11-12=-1021/1343,
10-11=-1021/1343,9-10=-1591/1931
WEBS
6-10=-482/625, 8-10=-315/447,
5-12=-467/616, 3-12=-312/444
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces 8. MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) 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 100 lb uplift at
joint(s) except Gt=1b) 9=408, 2=521.
LOAD CASE(S)
Standard
.•.. dean=16a..da.g�dgnmwpr'1�tOtyWSfES�'SElllr'i 6ER((:[FlilSat7WIrtCpSCUSTUN.1'1Pt'ij EiLAG"stEC�UfAI'.Ixa:tr.�{duippm¢mnawditadm!esetasTmcGnga�avurilDQ�aLB lelEsvjt)0aleli,tLleramtEAxt�Rvu::QrinSiAt ylu stml.nikNQ mil
141e4ac*arldY[kislM8e1rDn3anW ls�ItmsOngeFlt Sl:adry Fyhzej,l5ranlurNTB�relnials®met5ssaf,IhpAmtircrl,aS✓a9+ttmildfi�rNeks y'rdAxys+Tnn&lf.'k9alklDpcdT mkrl4}1..e dagaeauaTCaWiaU.r;nr/fim•rWr :lUlthOri.^T; ..,+JO I'.:E-
adepdMslt9ttfemigillG;i,lleoqu'Aid tr�Ona �0+-ase+l4rutie.�aNptl+ri! .Ihsiit¢r�M.avinleltlinLB RC•iatArien lu" 7kcAjH�lpt�rdcdl6fTDQ>7lasfidlo�tdiSe (rpcLi>��W krJ' skae bycAdue��a�g sMBkSze• " bwdpN; Y TOfri,... II ,.P
' .� mrn sjeei' t¢12aaeee t9nw Soil U rUnl Bel srriu;ad9Mdiu7aflh rdU'oi Gap.i5�?rmsl'i.ax lil ulia Tw stile elimadhtleprd Apn tt)�t£¢s'ae Egcesmnatfva kAertlrl'3T 6es� rtntr ePr ettolTtesskm8mia r,-®Rs:
SDd83
slanll�iiW IlaGelicdalrgdsij�leaNnrErrBleiddk++Iqd. TltimiPTsip 6ue�titi01'maGdLrhspei; nTnssSisitnitpitdmrlaldarJllmMeAnfaotasoi)An {nTIFI..; 4451 SG IVd.
I:oplrigtit'l7016;A=1tiialiraisds Aa1hanrlTgmb01(I Pf 9fprademcaoitfiidotomedel!tangiorm ts'pto616A�i>�)heoll6criTitt'tnprtmrssipn(ogA1 RpatTrci;4's`-Aailoayyi7a�hollC.P.E �Q� I � �3
per Q, FL 9g6
Job
Truss
Truss Type
Qty_
Ply
Std P-ac/6511 EL D
A0074356
65019
D05
Hip
1-
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:39 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-e4ZANs?EHzhpwltRWotKk2YJ6ECFgYh25jRBRryNsE
7-10-8 13-5-8 20-M
1-0 7-10-8 5-7-0 7-2-8
4x8 =
4x6 =
Dead Load Defl. = 3/16 it
4x4 = 1.5x4 II 3x4 = 3x4 = 4x4 =
3x8 II
7-10-8
13-5-8
20-M
7-10-8
5-7-0
7-2-8
Plate Offsets (X,Y)--
[2:0-2-10,Edge1, [3:0-5-4,0-2-01,
[4:0-3-4,0-2-01,
[5:0-0-0,0-1-111, [5:0-2-15,Edge1
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
0.78
Vert(LL) 0.14
6-15
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.60
Vert(TL) -0.26
8-12
>957
240
BCLL 0.0
Rep Stress Incr YES
WB
0.11
Horz(TL) 0.05
5
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 83 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
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-7-7 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 =
1050/0-8-0 (min. 0-1-8)
5 =
903/Mechanical
Max Horz
2- =
93(LC 8)
Max Uplift
2 =
-536(LC 8)
5 =
-399(LC 9)
Max Grav
2 =
1050(LC 1)
5 =
903(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or -less except
when shown.
TOP CHORD
2-3=-1820/1467,3-4=-1650/1503,
4-5=-1801 /1491
BOT CHORD
2-8=-1249/1646, 7-8=-1246/1653,
6-7=-1246/1653, 5-6=-1266/1642
WEBS
3-8=0/251
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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—M wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 2=536, 5=399.
LOAD CASE(S)
Standard
- Vae:W'Nar.Leo-}tiEcan■iu'ttfjtlflt9SiEi{3E[E'YI�fEflllTfYYSiE61�t1'v9n�.ciTUfihQfEr}ttt,579iE0Y,ePiaaYtritrta�p�tgEteisaiti�anhsatiis':JasGittaltni-j'tOD�.tads.{Ic�jllttatJrEt�nytr,S'xitEdst+ta7dttti�aseAdi+taPi-T3D;adj
,,t..; �7etrtme>ttr�lmssMA�ersefEHl*'rwbtG rG3. 4}pi tfuvyif�rl7e it�l�Yawl 6rudaati,C.itpamY®xrgtrn=dLkt rkoit�ega�e�regffi:9�at..fer&�sr#ad;xistasl7nd!µhdq�r ROuir c3�17N TnE+sge e;s��n,Ye�crt�es;,mtr#� ;� •i:rlti30f1 T."' O1i111'O�ilIP:Ei
sd rsriifittdiatbr sir ni rev.57reihiC tt: rnP eei'sae&rr5d etd@r4x Yru muia#txdt?e11Gke 1ItC^d4511etd5a.fagK2za�iPii,tSea,�rceildtMT'4tzdn`IflcNardHrTirst r.IdxpEvl6y,s�ra,`i m,k.6fieomJbsrgsrdt St irrxesp?ait teE Y 0683
`, ruNuintont, ualGsama ttlrq`�CSJdaotv6eT"Jrdtk � "� &� „� , t+axeitie�x�&�tKla�fmaaal f><ii.Wtaa�a(ttS3ta; stalytll adSdters eYraairat�ard }Meae h41L�ta�c�aa+dteiteul st��sdxinst5eiav uaxcfiupa7mir.ai frs>,ka!5ota ss'xl
t>btr,rt.f'+w*;�'llretedrolp „! uie err' jtel[sUes>areGrt.-ki tx?Or fet s?tsf]Tzrtrsttu x msS tte®h ",'ml tai ti: �.tx(iani efat ts6eda N3. 4,f"Ofe 1.tl iI BIv4,
:Fort Pi3rce; FL, 349?i6
CoppigQT�UidAltnbfTjdsses,-tl�hoejT.Ttm6atlitPF RiprcdattioonYf�isdmument,ioagYi�mAit'pto6S68tdzaAhautEa`vrAttpparmstsmnlino:Atinalitoi5ei,f�+Ahaasf.^_ip¢�po11(p.F;
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074357
65019
D06G
Hip Girder
1
1
Job Reference (optional)
Al Roof Trusses, Fort -Pierce, FL 34946, desfgn(daltnsss.com
-1-4-0 . 3-5-14 6-2-0
4x4
1.5x4 II
Run: /.b4U S Udt t zuia Print: MUZU S Aug 3l ZUlu MI t eK inausines, inc. Mon Uct Jl lb:l3:4u Zulu rage
ID:W7quLcr?Re7LfzLe98RjH4yHM91-7G7YbC7s2HpgYSSe4WOZHF4SVeV5PvZCKN BkzHyNsE
10-8-0 1 15-2-0 20-8-0
3x8 MT20HS= 1.5x4 11
3x8 =
Dead Load Defl. = 3/8 it
4x6 =
3-5-14 6-2-0
10-8-0
15-2-0
20-8-0
3-114 2 8-2
4 6-0
4-6-0
5 6-0
Plate Offsets (X,Y)—
[2:0-3-7,Edgel, [3:0-5-4,0-2-01, [5:0-5-4,0-2-01, [6:0-0-0,0-1-31
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)
0.31
9 >791
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.75
Vert(TL)
-0.55
7-9 >450
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB 0.46
Horz(TL)
0.12
6 n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 89 lb
FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except-
B2: 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-7-8 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-5-9 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 =
1565/Mechanical
2 =
167410-8-0 (min. 0-2-0)
Max Horz
2 =
83(LC 23)
Max Uplift
6 =
-789(LC 5)
2 =
-904(LC 4)
Max Grav
6 =
1565(LC 1)
2 =
1674(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3877/1945, 3-18=-4469/2300,
18A 9=-4469/2300, 19-20=-4469/2300,
4-20=-4469/2300, 4-21=-4469/2300,
21-22=-4469/2300, 5-22=-4469/2300,
5-6=-3708/1878
BOT CHORD
2-10=-1800/3611, 10-23=1805/3637,
23-24=-1805/3637, 24-25=-1805/3637,
9-25=-1805/3637, 8-9=-1704/3458,
8-26=1704/3458, 7-26=-1704/3458,
6-7=-1701/3437
WEBS
3-10=-73/465, 3-9=-497/996,
WEBS
3-10=-73/465, 3-9=-497/996,
4-9=-632/494, 5-9=589/1196,
5-7=-45/393
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=S.Opsf h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water
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-M wide will fit between the
bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 6=789, 2=904.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)105
lb down and 132 lb up at 6-2-0, 105 lb down and 139
lb up at 7-0-12, 105 lb down and 139 lb up at 9-0-12,
105 lb down and 139 lb up at 10-3-4, 105 lb down and
139 lb up at 12-3-4, and 105 lb down and 139 lb up at
14-3-4, and 105 lb down and 132 lb up at 15-2-0 on
top chord, and 272 lb down and 172 lb up at 6-2-0, 55
lb down at 7-0-12, 55 lb down at 9-0-12, 55 lb down
at 10-3-4, 55 lb down at 12-3-4, and 55 lb down at
14-3-4, and 272 lb down and 172 lb up at 15-2-0 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 (pif)
Vert: 1-3=-70, 3-5=-70, 5-6=-70, 12-15=-20
Concentrated Loads (lb)
Vert: 3=-53(B) 5=-53(B) 8=-38(B) 10=-272(B)
7=-272(B) 18=-88(B) 19=-88(B)20=-88(B)
21=-88(B) 22=-88(B) 23=-38(B) 24=38(13)
25=-38(B) 26=38(13)
Verz`rt�rieeuSs,'wtmr'a+isrlir',IjIC0ES1UiSfs�Sg;.Yj.�NEEki:lEr1t36�kWT;�i'e�i791i iPttt;lr[Uit[,(�tl'hm�1:>&ple.�pEasatktsmilsr�utuu�s�nsst�ssraFsrrrr;IPtltn3�etrfu+ryT;TaAirLPL�dntw�:akdx:art:9dtssa'�reiselldtimYitTTI6 ulr .
;,.-. �' iNltknsefis;llResildlke t5edh6Gs R�trrkttai (;arsu dui$Ce}xej(tk f�tc=SSF4,em�9tieetwuTj Qrermtctiao'.tq�xed@kNthsPut3%d�•n tetpu'sgrhr,,NzkuRtt rr.,s�lel'rsid�tdb�^t l3P ttM atairNt Tales>gaae±k-xsas.it��s2GassaA_Ftmj r
^.:'< ¢rear{t'U'riulxtalkc3quskfus�aii.A SFtlaC.ra'�'lceda e�u��Dj[dulM.r�%�3e!�hW(ddel1r 14e.0(N�Im��i?9��Ir}i tstapnriliRil PNi�fisU nt t�SvTnL.6nRuk=sHm f�'�+mtrs&t7�uotlxAt stsrstt�lyd :�eVtt T.800$3 II E. hotry P� `.
'�deudtyh�esm.unrr lAmAsKaa`Ybui't5��t�arnami�uardrtuii�teztutnsdtr,.e3indae ? .s� tFlmesAm(e?2n�tuSi�a �"vd tres a�nnt;i d�udleMs 5atiisrat us,ci3_ amt kz+5�sEr ex',u 43SSSt";L`Utje BCtd
.' tl:aa,e �'atlk etum3 .t ,h.r5 1 �:ierltynnl tk�ikliimf�n!}afe;afzi �ie7ltuGl�ia�6ts�et;alhs�ijsherppE�atev kdffi�.,k3p�selicrosr�sdetgac�btfr4; ..:,�., ,.. ,?�,•�.. �'. , �+?�;~'���. � ....w
F„
Cmpyrigfiiai'1,�D{d,A 1 toefTr""plus ,A?Ifioeyl Jam6m,lllrP,E peprcdnaimndt,)fiidommeni,Eearryfmm ssProdf6neA,rtd6pnnAn:;iiiisgpermxsimntiu�,At AmotTtun'ts-AmSocyj'Iirmbpli(<t':E;
Job 1
Truss
Truss Type
Qty
Ply
Std Pac/65-11 EL D
A0074358
65019
D07
Roof Special
5
1
Job Reference (optional)
Al KOOT i russes, rorr rierce, rL-At$40, aescyn(aa i IFUS5.00m Run: o.UZU 5 nuy o t cu , Uri If n. O.ucu a rvuy 01 cO , O — r on n,Ouau—, a , ay
I D: W?qu Lcr'?Re? LfzLe98 RjH4yH M91-7G7YbC?s2HpgYS Se4 WOZH F4VdeaAPsmCKNBkzHyN sE
-1-4-0 , 7-3-13 , 13-4-0 13-11-,10
1-4-0 7-3-13 6-0-3 7-1
4
0
3x4 =
1.5x4 II 5x10=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
0.07
7-12
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.42
Vert(TL)
-0.15
7-12
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.70
Horz(TL)
0.02
6
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W4: 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-10-9 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 =
716/0-M (min. 0-1-8)
6 =
580/0-7-4 (min. 0-1-8)
Max Horz
2 =
314(L-C 8)
Max Uplift
2 =
-357(LC 8)
6 =
-300(LC 12)
Max Grav
2 =
716(LC 1)
6 =
580(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-962/655, 6-9=-165/255,
4-9=-165/255
BOT CHORD
2-7=-942/873,6-7=-942/873
WEBS
3-7=0/264, 3-6=-919/999
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces & MWFRS for
reactions shown: Lumber DOL=1.60 plate grip
DOL=1.60
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 tail by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=1b) 2=357, 6=300.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/8 it
94x6 =
PLATES GRIP
MT20 244/190
Weight: 68 lb FT = 0%
? �aiiel=lknelktsorfdpeasvHe"xFeotFlltssFi,Ss[tt�eEquli`Toils'ht7tsancfitustoal'uratryatbglrtt�ut�'i�:: Ye�diipFaa¢irtrsalYtdmhntsasmcCe:gn Crraie�lUD�sifReleties(ITea•:3a lB lilerne♦;e Aen�tcrnert'tlelesse!Is,vrsssMilsesil6tl,afj
. ', WTttxe9rrhxi cs9ltt.s-llnCeFr6ahli��. ISITt4S D1LL1 Ec[ M.I IlSFlNlftylkSNgItYIUOFIFRfMffeWtj92aEtNAtSfYal fitiB¢ReIIStOfllllt(351EtIK¢8Y5�lriMl}:T�SS GPRIJHdINU NI>�rlrJ'I..1��95oSSi¢jl¢S•Itst�numnrs<iFldtF : ;,gjstho's T T6tOt70III":P:E::
.udmsrnramF�tr¢si5rinet�=sGral;iraonNF�nxrmwa¢wanteEr�Forcas.wvnmtfn,ninrsce.tpts�t;e�ynwtgF rle�roean.Tuo�Frnhra.trat�F�r¢a� t�r¢z f6�,nmtlmncaldyakcac/am��lt y, 80083. s
" �`, usur�jn��srcetmpeavx�ure,smaa��omnerm,c�mtra�nd�t�a+imp¢Fi,-as>tirtta�mn�nssrir�;!���Fnmlsru�erefsrmaexrTen��a�attitc�s�,�lynsm+ac:�etirR:m�fc!ssoecre�7rg;c��?peaTmcclsoa��rern�<,s s.,` �
.. ca sWvEfie.FiF;fastrmc�rt7gn13iNupFit�jaiG3Wahj1_btlnsslkupfs�seriGk�LR'�t+dl�hz.'jw;itLnsftsies{qupi4wtttiu¢t. ou�at�a.osmri�d¢ala;Tni; ... �FRftP r . ,1e �e, fL;3gQ.46
••- �Co`p`pigfit${:yDlbd-tFogfUusses,pnthgar7,Tom6QIIIPERepodatlihnolMlsBocymer3�isiunjlorm,Ypm6i6itedirstM1outt(teinAiinpstmssssonl(ortrAlBoaflrulsei'AoilonyiL•iom6ollCyeF;
Job
Truss
Truss Type
Qty
PIY
Std Pac/6511-EL D
A�074359
65019
D07A
Roof Special
2
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
-14-0 . 2-10-7
,) 1.5:
R 1
0
Run: 8.020 s Aug 312016 Print: 8.020 s Aug-31 2016 MiTek Industries, Inc. Mon Oct 31 16:13:41 2016 Page
ID: W?quLcr?Re?LfiLe98RjH4yHM91-bTgwoYOUpaxXAbOgeDvopTdiK2tp8DSLY1 wlVjyNsE
3x4 = 3x4 = 1.5x4 11 1.5x4 11 5x10 =
154x6_
Dead Load Defl. = 3/16 it
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
0.23
11
>716
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.59
Vert(TL)
-0.32
11
>510
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.99
Horz(TL)
0.16
8
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 90 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3'Except'
W10: 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-1 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 3-5-4 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
565/0-7-4 (min. 0-1-8)
2 =
725/0-M (min. 0-1-8)
Max Horz
2 =
314(LC 8)
Max Uplift
8 =
-296(LC 12)
2 =
-364(LC 8)
Max Grav
8 =
565(LC 1)
2 =
725(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1177/888, 3-4=2376/2349,
4-5=-1150/1063, 5-6=1181/1234,
8-15=-519/633, 6-15=-519/636
BOT CHORD
2-13=-1239/1151, 10-11=-2987/2738
WEBS
5-10=328/490, 3-13=-440/572,
4-11=-074/700, 3-11=-1352/1189,
11 -1 3=-1 123/1046, 6-10=-1451/1291,
4-10=-1664/1798
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces & MWFRS for
reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 8=296, 2=364.
LOAD CASE(S)
Standard
6'ssrn=rlmrlh+a>gNrtarvti�e'dEBOt iBYS'i�;,ltEC�6EkElatl[is1Sb<i�IIPeSP1S1011j"IUtH'(LhA(S'uE�YiXClmc4'eiFl�nppsmeteis;l'aa}�sn(ssTmsCrs�Cfiavia�iipA��Hslel&eyLi®a�elJ,IklAvmce!6eetl�bsepse:gr.InsialarnsKsAiidath'IUG,adY
wras
mparrassl>Utrn�Inarroule,srnsso:yetPytesn�yt a:edpa>rnorms!sK®.ep»»an�psk,wnirtymnniu"af�rwhs�cr�
.s�tr�sti�adslone,�taarm!„J�as,sr�s�b,fsuaa� ihon '
.dPsaamcrre:c�meroirur,taaasatao;a,wxuaemwneeyi�soa mmrjromstatmura�ansnatoaaa�wl�t nesi��stnxiuosor,af>eM.spdtzihmacmEa�ysnknzr,peo:aaa7a :; 8D08txi
E
M&vYtitDhF�e>FatltWaeUN�eNnsaaamdfn0asf�5ep�usdl9iddnard�rlduucu�oxdtar�ru��w�iddu�d�,ln�i5rrari�etnndnr�sut�i�rctli&tnse;�es�rpr.mi�tflxr�p�Jrr"sias�eur�,t�rsc�,my�+eerdtte�sua�utmr��:zss TIIT,
am-w 'ro saa 4 �+u �aytPitlleee k d el1it nssk fp6puri� �0�4 4a y[vQgu ttrnsKttiR?E•N!ES+I�TinlbJ /fu3da9ad'aosuio Ada llslln, 4oripiSL lu lvdp
;F1e0, ,.. .4446'
�- [gp)rigtit@�016,A1to6)irosus AnNicnrl,Tom6dlllPE<Qeprodogiagpifkisdatpmectsgooplosrottptodi6jteEisathooNherrtiitenpetmisuonlotoplBpptlryiSe"s-;Aat(;ouyi.Joig6ollC`:p+E <
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL-D
65019
D08
Half Hip
1
1
A0074360
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. Mon Oct 31 16:13:41 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-bTgwoYOUpaxXAbOgeDvopTdfb2u 18NpLY1wIVjyNsE
i -1-4-0 6-1-10 12-2-0 E 13-4.01$-ll-10
6-1-10 6-0-6 1-2-0 -7-1
3x4 =
4x4 11
3x4 = 1.5x4 11 5x10 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.78
Vert(LL)
0.07
8-13
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.51
Vert(TL)
-0.14
7-8
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.33
Horz(TL)
0.03
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 `Except'
W4: 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-5-1 oc bracing.
WEBS
1 Row at midpt 3-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
705/0-M (min. 0-1-8)
7 =
630/0-7-4 (min. 0-1-8)
Max Horz
2 =
293(LC 8)
Max Uplift
2 =
-358(LC 8)
7 =
-319(LC 8)
Max Grav
2 =
705(LC 1)
7 =
630(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1115/842, 7-10=-212/322,
5-10=-212/322
BOT CHORD
2-8=-1117/1044, 7-8=-1117/1044
WEBS
3-8=0/255, 3-7=-1015/1099
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=358, 7=319.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/16 it
PLATES GRIP
MT20 244/190
Weight: 69 lb FT = 0%
grin=iheutlaes}FdtEedwgr°s1rUG 1�'SS6�Sfi(H",�dfN01E1ttilSZ(+lkilliO;SNSrON�'rCtii�EiMOH:�f�IN6`iCl�/dnlQjnffilhEEflllEGdtlllELf1IETIP}SCIS�ACgi4'Slr L'CjCAAD)l�9Tt'.I6tSpl.ir.E.,rEIRq:ISkdae0dessiilE:nsestEu[nt4T6UatX
Wln aEr�hxs ddrStosHMikTC-0�e�enW:�tiETrEssD sm fzgeex 1t fµaetryfgbEng IStsnlureriPDigasrrtsmweMasdMpekluml a¢eatErnElE�il�tirylnGeles�dRe-4g}u1.se fe eOeEdcND Mr ahlrt}I_:Je�e desry's nuopEn.IEEr�oE('mmpu s.ury .';pljtlion`7:i'iribo IIf-P.E::
i WsSedWslnissa m,[Iticjli drn.pe-4.Uajtlt>UttEE trs DewsTc�ia�iepdwiG.li1lnrUes ate u0tuitedelESe g4AeAlnr�lel+mlo. ukmlllflsjkrgs`nieldBtfiOnlEn fled eted UetE�itadd��ted'�uT ileEEe,ErsmUmn aA mg s>EUkdk.Esj Ts5 ijil; Y •- � rBianrA.'ldejsF9Ui,ellaA� h Eaeefdmfcrnc_l e�dE'r, EO4:w1enAtEiei,sYdUmtAs kl rdifU, @r« e>0. b>erE111nr4rydg�l.)rtTissrwtnl istrt�l¢efsi v rsCEi.F�lxEtrnS„rt%1eCitG1,618E �nSkIsf, �' ,(rTmi!WS�""rn w�;•xle.tqi �S iodltmnlk5id[iner�:;lEU�kpiys�inEFeiurt!WaEusdrr• asIEfren'plBS(lArrl s�a}rgsemn(ieauailssa:dlEgc,Eyyati,cal�l�aadm,l:E:i
Fart 06"
883,.
'44t5L'Vdt,
,
PEeceiK.33g946 " -••• -- Cpppigtil%I,�g1bA-IFouliruius AnMci+rlTpmhalll Pi" RepmLoNdgpffpjs.d�wmed.Egonj;(orm rspm6iSneA.Htthoett6`e,'rrAlln,psrEmysiooluinglBpotTiu"sie-s+,AatEonYfjoia6olll�p,E
Job
Truss
Truss Type
city
Ply
Std-Pac/6511 EL D
A0074361
65019
D09
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 312016 MiTek Industries, Inc. Mon Oct 31 16:13:41 2016 -Page
ID:W?quLcr?Re?LfzLe98R1H4yHM91-bTgwoYOUpaxXAbOgeDvopTdkM2rw8O1LY1wlVjyNsE
-14 0 5-7-9 10-2-0 13-4-0 1$-11-10
1_4-0 5-7-9 4-6-7 3-2-0 -7-1
4x4 =
3x4 = Dead Load Defl. =1/4 it
3x4 = 3x8 = bxb =
10-2-0
10-2-0
13-4-0 1$-11-10
3-2-0 -7-1
Plate Offsets (X,Y)—
f2:0-2-0,Edgel, f7:0-2-4,0-2-121
LOADING (psf) '
SPACING- 2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(L-)
-0.16
8-13
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.71
Vert(TL)
-0.42
8-13
>381
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.30
Horz(TL)
0.02
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 72 lb FT = O%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W4: 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-1-5 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-4-1 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
7 =
624/0-7-4 (min. 0-1-8)
2 =
711/0-8-0- (min. 0-1-8)
Max Horz
2 =
252(LC 8)
Max Uplift
7 =
-311(LC 8)
2 =
-365(LC 8)
Max Grav
7 =
624(LC 1)
2 =
711(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1040/976, 3-4=-098/349,
4-5=-411/390, 7-10=-588/571,
5-10=-588/571
BOT CHORD
2-8=-1174/967
WEBS
3-8=-588/826, 4-8=-127/264,
5-8=-593/648
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 7=311, 2=365.
LOAD CASE(S)
Standard
fiesrts�tlseses�ngFlpssne♦.L1v'it m1T 1kSff5�SEItFr�6E6ElItfiEisUL(�Jii]➢CgSNSf+1Nj'WiFI'�G�Ph'.fCfllfrr hra:Yr.$�.buy}caaeMs®iitaEmhsuYdsTmsC4s�e L9avuj�lGD�srdflrlNhg7.7u4pU rilela�e,6eeti�uase;:OrintellurrlsesMslmLkTQA,mtf
Y!]ei!ica9r faaspflt6enNMuelffl indU:,lt�Tsus ossmfgkelSsx �uei4Eab?as.deswwaetDOMasnisemepts®flap, snmrirnlr,uidec;nfleeettlRersaisl%n,&plarpnilDD myuNrl7j i.Ika+,easwpsas iudyrrelasss�srd�7 ,An.hon`^T'7din6u III ;P:E::
.. dru!Iifii9�isic arlplGgts7YirssN d,�rfpdtu,UneJFaOwarraA4nfi0�sriaerrr!'IFiErMshm Li,&tuete:le113ertLA•Rfnlns �cm.'L6�TRF1, lkAP�sdcf9e]oUi�alfutl�aellie iostL�fayFi+d'�k£:acue lemOm��fn�oc9 s�i66�Po2irsps?sd ?7� '„ y ^�,`81)093 ., ��
Bxrejflesy.ced.Cea9e�s L1s@sss]eAmR,F.IC6si(�nfrmivccii.pHdmsrHli lyltuj Garss'SdJI_edavdu 4!(ASyHi>iud3�]AmI3r(ipn�ilssnalitE.yeteul�tivu R.i ta9res6e esTCesCeial,AfitsUl.itiuGesint! T!ess6tsr5syY?i�ladlnss:.uID.nlifn Host
ecmi+eapeiu�ar7�>i.31rb.neemrt<i°r�rr�nt�pbrun totAtr�ayeeu,rr.:sfrTin�?%memoi_auormadco,midottemi" 4515t11i'cleStyg,.
>F4ripierce; Q46
trppigfv�? )f116A-1 toujimsks, Aallienjl Igm5d111',P f@fproduttianotfAiFdocrmeEl.iRooyiosm ysprofii6iledwstAauttfieiii�en�rrmssslonfoAi$1 totif Trp'siRt-Am600yC<Ioio6e11C;:Ph
Job
Truss
Truss -Type
Qty
Ply-
Std Pac/6511 EL D
A0074362
65019
D10
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 312016 MiTek Industries, Inc. Mon Oct 31 16:13:42 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-3fElOt16au3OnlbOBxRI MgAvKSFOtpeVnggrlAyNsE
-1 4-0 , 4-6=13 8-2-0 13-4-0 13-11-10
1-<W 4-6-13 3-7-3 5-2-0 -7-1
4x4 =
4x6 =
Dead Load Dell. = 1/8 it
3x4 =
3x4 = 3x8 = 5x6 =
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.46
Vert(LL)
-0.07
8-13
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.50
Vert(TL)
-0.20
8-13
>803
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.42
Horz(TL)
0.02
7
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W4: 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-4-8 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-3-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
7 =
630/0-7-4 (min. 0-1-8)
2 =
705/0-8-0 (min. 0-1-8)
Max Horz
2 =
21O(LC 8)
Max Uplift
7 =
-313(LC 9)
2 =
-375(LC 8)
Max Grav
7 =
630(LC 1)
2 =
705(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1139/1085, 3-4=-747/636,
4-5=-664/654, 7-10=-531/582,
5-1 0=-531/582
BOT CHORD
2-8=-1222/1054
WEBS
3-8=-432/593, 5-8=-719/724
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 7=313, 2=375.
LOAD CASE(S)
Standard
13-11
PLATES GRIP
MT20 244/190
Weight: 70 lb FT = 0%
N'aRier=tknt PowagHrrederttt!dI WC 1N65i�'SEIIEiJ, 6ECE1#I1fIsU"hCriluiDG4101S10NfRCi[i�#�pCYF.(C�4fC1'�Irtm:Yr.Il�dt.V9rQP0lhIS8dlta'I(dllktllN9TIPiiCtii§I fl'ifNr�IGt��tfl �rR13'JT`ii1911 r.F�It1lrHE�l[�.RtPaa•D�lSS4lrttSI515Mt:KIE/TOD;mIr
r fes5ucelnrtret sl�IiSeoslMifclC�kituhl lia7itt 0rsgt Est Jl.e5pz5ebTFei4tcNtxsalpurTDUfgrttrltm�t axq�Bepdnwnt erp,^�dt¢�rnl�n�l�iry orMks. tikes Tass hpi.�dlntkIDDNp,nGtr�l ,jkdesga ��trortet hrtq mtauctFuiv�ddT thOn .r 7.. �III-, PcE.:
ealeptftliiTnKsfamr IsNept rn�frt efCe,Orrcr lFa Oran aA'wmNaHApiflerlTSr Deunu +a,8euatetle7lk llL9e&(o4U[Un la7 ah a�] I rd#ftl4`JDD od'm iirfl oiedNefross,mdde tmd' Yqe ksMWm td tIDkBRtt �3 d y 06 r'80$3...,
�s�b�Ds`,��aetr�emr itKr�:raan�ieDntntrer��raar:aa rrer+ur�a�lG;<ragms>htrm��ca/luDlisw,rd?trnmiseoarea�llr�d�pu�nfamn gla�is;aeegse�„sassmaa:sp�erru,6eslex,,trrssrlsys5�e,mi�ss��ear,im;m,n ': 4dd51.5t:.Litc1 Bivd.
- aiiieDetfhafaaucnciririg7rarrungr}.tU)e7a£xtal,tA ptlnrhss�Gpmr56LTSaYgiypu'ttTnu$ysle�fgiinsdcsT lriilar ►Dupraneinmsaras lrta lia;7rN;. f -
Fort
pte?ki% FL ,149¢6
- � -Cppjrigb(}9;:�D1bA-[toofirc"sksAathanjlTpmh011lPE?tepioduttiupofihi#datumesrtiRaogt6rmFspra6ipiFydv:¢h5ulihe"rrrAienp&missionlfoiepltpotimise's=pot6CayTs7om6o11f:Q,I:
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074363
65019
D11 G
Half Hip Girder
1
'I
Job Reference (optional)
Al moot I russes, Tort Pierce, VL 3494b, design(a)altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:13:43 2016 Page
I D: W?qu Lcr?Re?LfzLe98 RjH4yHM91-Xroh DD2ILCBFPvACleyG u ui47raScEm e0 KPOacyNsE
U0 6-2-0 9-9-0 13-4-0 13-11-1p
10 6-2-0 3-7-0 3-7-0 0-7-10
c..a —
Dead Load Defl. = 1/16 B
3x4 = 5x6 =
9-9-0
LOADING (psf)
SPACING-,
2-0-0
CS'.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.46
Vert(LL)
0.06
9
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.52
Vert(TL)
-0.13
9-14
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.55
Horz(TL)
0.03
7
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W3: 2x8 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-6-6 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1159/0-7-4 (min.0-1-8)
2 =
968/0-M (min.0-1-8)
Max Horz
2 =
169(LC 4)
Max Uplift
7 =
-596(LC 5)
2 =
-518(LC 4)
Max Grav
7 =
1159(LC 1)
2 =
968(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-1792/808, 3-15=-1284/630,
15-16=1284/630, 4-16=-1284/630,
4-17=1284/630, 5-17=-1284/630,
7-1 1=-1006/571,5-11=-1006/571
BOT CHORD
2-9=-809/1639, 9-18=-804/1655,
18-19=804/1655, 8-19=-804/1655
WEBS
3-9=0/356, 3-8=-429/230, 4-8=-432/352,
5-8=-720/1452
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
2) 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-M wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 7=596, 2=518.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)197
Ib down and 253 lb up at 6-2-0, 105 lb down and 139
Ib up at 7-0-12, 105 lb down and 139 lb up at 9-0-12,
and 105 lb down and 139 lb up at 11-0-12, and 121 lb
down and 139 lb up at 13-2-4 on top chord, and 110
lb down at 6-2-0, 55 lb down at 7-0-12, 55 lb down at
9-0-12, and 55 lb down at 11-0-12, and 66 lb down at
13-0-12 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, 3-5=-70, 7-12=-20, 6-7=-70
Concentrated Loads (Ib)
Vert: 3=-168(F) 7=-33(F) 9=-90(F) 5=-121(F)
15=-88(F) 16=-88(F) 17=-88(F) 18=-38(F)19=-38(F)
20=-38(F)
PLATES
MT20
GRIP
244/190
Weight: 68 lb FT = 0%
1'
O
tl'rer}=Firnrt6.ssgkrreri:rgl"aT it Sri hiulcB{deiipTuoeefncdieedmhsnY�tsTmsGsgnkntq�IDO udBrlelC�I'(aasr�,ll,REleto®nS}eeiAe4saysc+D�essAhttftse sMrlsa�lDO mlj
WTesFlceCrrtfaxt sl9netlt.11rtilrltDn111 IcITFissDetye;[i j It }yzadp Fryned lke sesluseelQUntntssts�sae�a esTlM prhssueal ah}ftspnilYalj�rMks gj9esa}FsTlns&Tt7etntk7Wnlr uFr�1%le jk 3ngp uepiet Ite�gneta,m;u tet. I, ;gjjtllort T"i0i116d IlI -PiE.:
iiiiT'i rya}Girtr;Fuoaa/er
'kTW
eaDrar/an ttmaam er'uuvonlr? ?,ecu�dnanfpes[nteauw�>dygN�inl eaPn�neTDD,>to,sett.trdnetau�aa�tl�r�sargehsnDQmod sT,uumarrlsuaatrf Y- 8D 3.
i , YFxFrr ag 7N: zvltea}[Av L1 et(sssil`silmiel RrpeOttts'alluieYursrfGr lggeS GrzlaMn� WwaaTa I(SI77 34 1Flm1Stnns�eletnalleF`terdd�s',lntt IF Yda�ls'16insptetEnaD.i dilcesdl,YxTru 6eilleu TrastDr gab iudaddNssRnAativer sm ns is
�'`•=r;4iefn`�P, af...:gatrums rll-eraa2 mrslsil llt Grs4tar rska[pryertataetWtro}'-IDo fiuusn a's dul ]rN;�
N 3tl,1 p6srv§FCT�ltsD$�hsppnin;s3 !hn ) a Pie , � F h , fCC' f1,44 446'
<-Capyrigfif�t016A11ou1irosser,da11tp6yP<Tpmhd111,PTiNepmtagieapl>hi}daeameat,tcoopFbsmYsptbtii�itgE;H,th6ott6er�itiEnp:tmus!onlindiAlBDotTrn;`if;Aalf;ou�T:Jn�6➢A(P.Ei
Job s
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074364
65019
D12
Jack -Partial
3
1
..
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 1-2015 Print: 8.020 s Aug 31 2u16 Mi ! eK industries, inc. Mon Uct 31 16:1343-2ui6 rage
ID:W?quLcr?Re?LfzLe98RjH4yHM91-XrohDD21LCBFPvACleyGuui4JrdocEOeOKPOacyNsE
1 4-0 3-9-7 9-1-0
1 4-0 3-9-7 4-3-9
1.5x4 11
4
2x4 = 1.0x4 n --- --
3-9-7
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)
0.07
5-6
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.37
Vert(TL)
0.06
5-6
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.51
Horz(TL)
-0.02
5
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MP
Weight: 40 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-M oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-1-8 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 =
458/0-8-0 (min. 0-1-8)
5 =
349/Mechanical
Max Horz
2 =
205(LC 8)
Max Uplift
2 =
-426(LC 8)
5 =
-353(LC 8)
Max Grav
2 =
458(LC 1)
5 =
349(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-665/1476
BOT CHORD
2-6=-1649/617, 5-6=-1649/617
WEBS
3-5=-646/1726, 3-6=491/180
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 2=426, 5=353.
LOAD CASE(S)
Standard
.'.'. 6ercat�F"ws:tamxdt'VsrCufltlSSfS#`itist'�.-t�fitS,iNY56CU46'ft3SSCin"f;lilsitleEt'�'�'Kt)�E�,aTftsm�Y:rdCtisttaicsatieisafeitts(nsrti;stiass[tiu,huaE?OA��.,e1jT.sxbs1�i11eMnmS4<tpeM,ase.7ekfsi�,rs�SleMt+�t't00,n¢ '..
.:.; WlttilmsttdtriL9tssiditeesethr>�rvm�e efi� atet ssOt9�[�mype �m�ryEsnernrR�tbites.,tit®m>�aaexpdtt,�ee�et�m�nt�utrnett:S�d�es�7�sa�mtar;�e7rooaK4emny.lt�e�ec>��as`a�cra�m:aiet�. :Itirtthan TiT6mbo�lit P:E':
idrii(t6isdiSstbrtxtis.l�gUe nsrla�.d�efGtC.ttr"tit0ee"titMYrra�rtgnMta�eg� a htit<x)tx d9e -s4esf(t;tC•tttid esieatll�L 7?e mMt'Dtd�nr�es8 tst sien�rsg ?�7 i� y '� 80083 . M
.., . '¢rt �7 �d�t`w�ei Fyteefu'kkfium$ uJlSefitmwss3�
: nttab?t6euana;lcmaxiu eum.'t:,m�1n?tt'p"r��+r�';stsu6�ateceesrr,;uieuy.ts>atastSnEGiaa,eMv��t-Sift ttte:tsti►ut �htttaer�Tnam Mtmttienm,c�la��:sda�nttettgssots,py trtcttsyite�mv�irmssk„4,e,�s�rtts e
t 445t,Sh Lncle Blvd.
eetrs-)tom)t(ishe��getit mm trclplslvsmebti,tix:rm Ots�}s[tprtu tyt)_uttrCtaTOtsipt,yatnssspttsf>¢ efmta(Ga;,llu �fams'mepi`Gtetm Bi_ F,ot±Ps21Lf K*34946'
, • ••<�••• ,Cepgiigkl,e+016A•Ipaolliisses;Aa36anylT.ern6a1111PF:,Reprodgamentitis9ammtnsia'crijrtnrmsrFio6i6isitlsvil6oun6eNrixeGlerm)ssiontioc'AiHootTms"se"s=lmhon�,flumEolll�P;E' -�
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A�1074365
65019
D13
Half Hip
1
1
Job Reference (optional)
Al moot 1 russes, Fort Pierce, FL 34946, design(daltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:44 2016 Page
I D: W 7qu Lci?Re? LfzLe98 Rj H4yH M91-?2M3QZ2N6VJ6131 PJ MTVRSFAcFtxLmgn F_9y62yNsE
-1-4-0 5-3-7 7-" . 8-1-0
4x4 = 3x4 =
Dead Load Defl. = 1/8 i,
3x8 =
7-M
1-1-0
Plate Offsets (X,Y)—
f2:0-2-10,Edge)
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
Vert(LL)
0.25
7-11
>387
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.76
Vert(TL)
0.20
7-11
>468
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.26
Horz(TL)
-0.01
6
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MP
Weight: 41 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-M oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-5-4 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
6 =
349/Mechanical
2 =
458/0-8-0 (min. 0-1-8)
Max Horz
2 =
186(LC 8)
Max Uplift
6 =
-347(LC 8)
2 =
-432(LC 8)
Max Grav
6 =
349(LC 1)
2 =
458(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-469/903, 3-4=-198/507,
4-5=-151/469, 5-6=-471/1458
BOT CHORD
2-7=-1059/421
WEBS
3-7=-395/800, 5-7=-1480/477
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.0psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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-M 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 100 lb uplift at
joint(s) except (jt=1b) 6=347, 2=432.
LOAD CASE(S)
Standard
Wuarq.Fiwas!{emrhrA3{CutIItliSES{iE[.iY$LEiRftR►Nia09'�i'�iffif@SliiilinNEr$!0[TAtf0We1'h�;Veika�yrnxkrsudt:dninttAiii�isCC�mino�'iP1�ela'ksaptifmStl3iF4reltvwi+:ethiwesb6ebudbdauese'kdwfael9
Itrtet�mros,#is�ssunhndhtAr niereh!}4saT,sae (¢ gtuSl�r <fip i`iaese¢esaTp6up+uueds®aryl.der,!ie,su � nmdresrec;a7l mrks�d esti:TnuG 3R,e�yes ,ay:1 ry Ant honyTr'TonbbllT,.B:E:
i+d'rustb!;g,i�ssffimjt��esitlns�[s3��fPbL�a,'psU+nd?�pf-v{etM�ir�is�nenniaBnidlfelKllizlEtl`ilhlr¢[s✓!ky�iailr�TTa[e�ppr�p'6tt'irdii}fi_tUsis[dtieTm��',t�rC�ttlYa[,5Hi�1�7m��shA�tgnsra6�k7'A-:;: y�80Q83..':
6 rsd l�!! ;mliss4ehi }.➢e>:rsJN n[A i atdepiti,t'�pd ralrr xc i Y?dert9%zDautSdmbht lGyrsLcxr`.� TP(MStSlagYekm�d?atptrd/etim Ts5i2 s>i?e i Y irWd�Msd6l�TriD1, ¢r tfasLisp iykeuwl �y1Sa11 C!CaH imeu 44 $k St,TtT[f2''Blvd.
[�St,`ir„�iaba6dn3e;leeli�,x.r'atircpnnn rbd.lttrriS GasgiE�xis[Tt�kille;Desf�itjaLns S�stc�faaduii�ira}Aa'uj�L.ed'�ciaexfldaetlii�tf, - .
'; Fod.P,eT�e, EL>34446;
••CdppiigltTgO{ddlQaatT�sses,.dg7DSeyTTcgDstllPfpipr�dugidaoff6is�ammemia.00yidemsiprg6D,teddDoallDewrjttg4Feimits3oABo6(tiaotiSns4e;:Aeth'aaGTamDUjiLff;
Job
Truss
Truss Type
Qty
Ply
Std_P-ac/6511 EL D
A0074366
65019
D14G
Half Hip Girder
1
I
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, oeslgn(tvaltruss.com Stun: i.b4u s uct r zuio rune a.uzu s Aug ai zuio mi i etc maustnes, inc. mon uct a t so: 10. cu to rage
ID: W?quLcr?Re?LfzLe98RjH4yHM91-?2M3QZ2N6VJ6131PJMTVRSFGeFy_LI?nF_9y62yNsE
-1 4-0 5-0-0 8-1-0
1 V 5-0-0 3-1-0
1E
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.41
Vert(LL)
0.08
6-10
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.43
Vert(TL)
-0.08
6-10
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.30
Horz(TL)
-0.01
5
n/a
n/a
BCDL 10.0
Code FBC2014ITP12007
Matrix -MP
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-M oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-1-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 =
546/0-8-0 (min.0-1-8)
5 =
567/Mechanical
Max Horz
2 =
145(LC 4)
Max Uplift
2 =
-593(LC 4)
5 =
-710(LC 4)
Max Grav
2 =
546(LC 1)
5 =
567(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-738/848
BOT CHORD
2-6=-842/662, 6-12=-868/681,
5-12=-868/681
WEBS
3-6=-302/306, 3-5=787/1003
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
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 100 lb uplift at
joint(s) except (jt=lb) 2=593, 5=710.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 329
lb down and 394 lb up at 5-0-0, and 138 lb down and
170 lb up at 7-0-12 on top chord, and 109 lb down
and 236 lb up at 5-0-0, and 42 lb down and 96 lb up
at 7-0-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-4=-70, 5-8=-20
Concentrated Loads (lb)
Vert: 6=-74(B) 3=-138(B) 11=-62(B) 12=-30(B)
PLATES GRIP
MT20 244/190
Weight: 37 lb FT = 0%
' NsmlShts:v✓totaY t;urhP; IC6ftrQSSE4�iFC.a'p. ErEf LiEt3RS6 rI�R'x75ttiTpfi"IPN'jt�'�7QEE6SV,cM1'ia¢-Yhddda ppmntkrsnl t:dnies Pos rx G•srasCta rr00}�f�tlekej,.•stdtl"fi eFntstr�d s �t scan f�EtU. 'T)U wEr
,...'W7tttrmeaaPMessuESSensdiaiASs�nS:r�d�e;er �aem�ie�xa{n sdttslrE�x?t�aenaasryt fit��eesa�+ua�t�i�tss�n�ynspmx�nae�Sipda:s�E,tnne�taic�idauf°nfgmr in essr�terskms.Ew�c�vss;,oa :..pntho �:T,� ombd:lll :P:F
(sent etthi+insbs la.-.#gxiEe ns ros3:+it ��tiiCmttp e;ies4_d wsntd 3t �3"aa`alddt lEGfie,O(tsdkeltN Sd-4vduia�FliFlixalpretn`a�b#I'PPrrdjfMi ntdt4Tns�.tidlnfEmyzM;sg?.LL"'tdk`aca ndlx3snldurcd- �Y r
a«foJdnEn yvnaeuamn,pie saNxr erarsze�ptr�tc re«�. ib ms E pr , xIs otrasEran:irnw rs d uct t tt usw. �ta�rmiins� jns';ae nstxcp wu E�tx�ateuet tiii 445 sk LEi`8e131V
`ttYttsar,JDsi(tttta}tpnftruurr�tgkr¢7EcGnmdtt�SittmDtsrysLpet.fs4n�ttsdamEGnipt�anssSjticp.ErueesiEeninlGs},LlsgdtYtttsnasmendeWelu'Ni. �. z .
' � � iF,orYP,tztc�; F1.,39946'
-,__• {spytigAt...�'�016A1 RaoTlitissas-AnE6oey .TamSaltl pi: Repr6dodidnnEftisdutgmeni tbonyfgPat tfpo6i5iled,bttduuitEeatijteapermissipnttnai;A,lAooitros'sa5-,AMf oyTit�m6o1E(,PF
Job
Tntss
Truss Type
Qty
Ply
Std Pac/651 I EL D 41
65019
EG6
Jack -Open Girder
1
1
A0074367-
Job Reference (optional)
Al Root I russes, Fort Pierce, FL 34946, designLaltruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon,Oct 31 16:13:45 2016 Page
I D: W?qu Lcr?Re?LfzLe98Rj H4yHM91-TEwRev3?tp RyeDKbt3_kzJoRGfHS45uxTeu VeVyNs E
L 3-2-2 5-10-0
3-2-2 2-7-14
1.5x4 II
6r48
3-2-2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
0.05
5-7
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.48
Vert(TL)
-0.09
5-7
>759
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.71
Horz(TL)
0.02
4
n/a
n/a
BCDL 10.0
Code FBC2014frPI2007
Matrix -MP
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 3-1-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 8-10-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
1908/0-7-4 (min.0-1-9)
4 =
2085/Mechanical
Max Horz
1 =
118(LC 19)
Max Uplift
1 =
-835(LC 4)
4 =
-932(LC 4)
Max Grav
1 =
1908(LC 1)-
4 =
2085(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
1-2=-2978/1271
BOT CHORD
1-8=-1291/2839,1-5=-1286/2826,
5-9=-1286/2826,4-9=-1286/2826
WEBS
2-4=-3044/1385, 2-5=-768/1852
NOTES-
1) Wind: ASCE 7-10; Vuit=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
2) 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 100 lb uplift at
joint(s) except (jt=1b) 1=835. 4=932.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1160 lb down and 533 lb up at 0-10-12, and 1164 lb
down and 520 lb up at 2-10-12, and 1157 lb down and
503 lb up at 4-10-12 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, 1-4=-20
Concentrated Loads (lb)
Vert: 5=-1164(F) 8=-1160(F) 9=-1157(F)
PLATES GRIP
MT20 244/190
Weight: 30 lb FT = 0%
'; .,, 9naatf,us:�eq>i�t.urPer'FtICuFTIPSSti�"S:1.et'j�b91CJElt�S'd{la�3t'e7s1Ce'tDiiRPeEA'jkiiTJ�tE0.7laTMpsl�•Gip/r�mehts'MtulMnut4sitnsWs�st�t»nIt106jcilYa{tt�Y,itsicttP.EtstnnuS��tlaeht;mse.�7ekssaisetteh3n'GiTiP>�j ,'
�lt� tAtnt�nnisrPr�nritil is.r,:toe pn±gt srt hr ?�nts:Jua:ijseitr�ter®mpesacrFee a? a�ayn ar �t&y�d s? rresa ae. ttro RaKml l�ttis�e lFt it s : rAiithdhj, T. 7ointwliy BF
alts��f¢ij,t�iatey�s;;l�ue�Nsr�lrts�c.w,�pet{tontt�tdo�ucc���/�y�rrr�l�g�?�Mpet,�iu,9rrtxJ�eA.>���i�t r�gperel��,ra�apjsal�ntrrn�TitssrtE�l,sr»r�a�is�pl��xty��s'r
pein'ito ks'1 ecl.«amv.},puts)n�abi4tr'fexitu ti+trexsdieilaltcgtazsutel Sdmdusd aR€v : - R1MR{lm�seNrstcelb:l?tictils3tast llFrd nsn3 espassShisseiks xsdw'a, irtss�e�i gii u+sska,�iynieiml l�Ss Ya f¢iter RSn ' BQ�$
445>,St;lticid Blvd.
tfSt,tr�3 s{usrt3s�eedr�k.r5rylrs7iu�smthttriittmb3stgaBjxtu�irhriw7la(Oesr�tyu ns ipie�6�rsr6 6rd6®t �itptsrnYtaaaeNte(aelb'N1,: !"Fott P,iflccCA FL,34Q46
+ idpYtigtii�:lDl6i1•I Roofiiuues,-6dt6uyT.:Tasn6dllt,PF: Yeprcdudianoit¢it.damment ttioiiy,}otrt,sspib6S6ifedwit6s,pyheusitiegreimifsisS�tiom`AdRoatTipzsei;,ilnthoey,f 1paEoli(apf,<<'
Job ',
Truss
Truss Type
QtY
Ply
Std Pac/6511 EL D.
A0074368
65019
F18
GABLE
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 3494b, aesign(mal1russ.com Kun: /A4u s uct t tow ruin[ o.u/u s t%ug at zu so svu s e& wuuau ina, M.. svrui 1 U o e r u. w.U.
ID:W?quLcr?Re?LfzLe98RjH4yHM91-xQUprF4de7ZpGNvnQnVzW WKeZ3Epco4ile2AxyNsE
26 25 24 23 22 21 20 19 18 17 16 15 14
1.5x4 11 1.5x4 II 1.5x4 11 1.5x4 !1 3x3 !I 1.5x4 11 1.5x4 11 2x4 JI 1.5x4 !! 2x4 !! 1.5x4 11:
3x4 11
7-7-9
2-3-9
1.5x4 ! I
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.00
TC 0.25
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.00
BC 0.03
Vert(TL)
n/a -
n/a
999
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.47
Horz(TL)
0.00 14
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-R
LUMBER -
TOP CHORD 2x4 SP M 31(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS. 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 13-3-4.
(lb) - Max Uplift -
All uplift 100 lb or less at joint(s)
26, 14, 24 except 19=466(LC 8),
21=-399(LC 8), 23=-174(LC 8), 22=768(1-C
8), 18=233(LC 8), 17=-574(LC 8),
16=-232(LC 8), 15=-541(LC 8)
Max Grav
All reactions 250 lb or less at joint(s)
26, 14, 20 except 19=1189(LC 1),
21=1092(LC 1), 25=442(LC 2), 24=451(LC
2), 23=813(LC 1), 22=1880(LC 1),
18=784(LC 1), 17=1668(LC 1), 16=921(LC
1), 15=1595(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
8-19=-1 181/970, 6-21=-1084/851,
2-25=-414/103, 3-24=-425/137,
4-23=785/469, 5-22=-1860/1583,
9-18=-763/542, 10-17=-1641/1257,
11-16=-894/578,12-15=-1571/1192
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) Provide adequate drainage to prevent water
ponding.
4) All plates are 3x6 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) Gable studs spaced at 14-0 oc.
8) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
9) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and.any other members.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 26, 14, 24 except (jt=lb) 19=466, 21=399,
23=174, 22=768, 18=233, 17=574, 16=232, 15=541.
11) CAUTION, Do not erect truss backwards.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support -concentrated load(s) 188
Ib down and 173 lb up at 04-12, 254 lb down and 234
Ib up at 24-12, 360 lb down and 331 lb up at 44-12,
2583 lb down and 2378 lb up at 5-7-9, 1627 lb down
and 1498 lb up at 7-7-9, and 1627 lb down and 1498
lb up at 9-7-9, and 1626 lb down and 1497 lb up at
11-7-9 on top 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=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-26=-20, 1-13=210
Concentrated Loads (lb)
Vert: 8=-1627 3=-254 5=-2583 10=-1627 27=-188
28=-360 29=-1626
PLATES GRIP
MT20 244/190
Weight: 86 lb FT = 0%F, 0%E
-, YltteeY•fimsY'+xw�'T KierflS-:FiiWfIYUiS£5�"S�HLSI'(.�ESfrli'JEiY�S.DYWi')15(t'SiDRr iU!ErjrtEF)Attti�tl'Eksr:P:iitr(a�ppatrsddsnitalKlq ra 6iiTrns[sy�iwnralPajtid�fla�T;itait.I-P.Ekt[+�uSSgrlYekr att�D:IKt��itt f47eitaihT3AYah
`WiAnmettsllrt sstdtkKN.s�i'�n{eeddtsnT ss dery7.EaT,a(iY yecxxttgae?get sedrzeTrtl7erruestne0,in�e4�pdt3siudniegms}use'h.Stissrpd;y.fLlrent�idca.6'tT1D uN at ilr4l TK'6ngar.te}'ecaadnPurliint sp7e4Ln ,.MEEIOny TrOt�rbb�llt,'P:E:
�taintdtkjruSfir�C?:iq,:Pox nslaes.3'h atdtCver Yet 4.ae';c%�u��gage�M.Gr$tTDev�r a)a+i�nrdl5t)rGlat liltraitaimlu��s}MIEFi-Txa�prtnimMl'DYn1d}.fisil nrddeTirsrt�t�tsk+tar3Mr.�rr�.Tr4asa3>teGki?t „rypm�+S�Y7di '.: �;80083 .. .,.
minitcEessa� s�xm}xmr3cnsmamt drtrrnnrz ifu r�s.Y�e�nz:aedst�i axwlYrHS raym swn�«nd p�rd tnTs :aper�a ttmd t;�tr�no'e' ,tst, rjnveiTnzkaaecsv, in 445� StLuildBlvd.
... eA+ia-ail aitdro�,ryrttiipshrr�lr�'!puLnTa afiet fhi{rts Utsip Cr;uiu (iSl'gttr+ttx D3 t`p?pssi tied 'ter tteni*Dr i� As�.srftaaiatn�latuellP tl✓.. ,. .. •� .. ..
fapgrig6TrCe t616 A;1 iool7rss6s i,nsligny T<Tam6'riitl, P.F: Rapredgnm3 al)dii dotemeoY m a�fgsaa rKpso6i_6i(CT,xd6odir6n'wrineg perm suad lion d ! ioo6infsi�'-�tmlaoaq CTomDoIILP,E;.
Job
Truss
Truss Type
Qty
Ply
Std PaC/6511 EL D
65019
FG1
FLOOR
1
3A0074369
Job Reference(optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com
1-9-13 3-2-2
4x10 = 3x8 =
1 7x10 = 2 3 4 5
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:47 2016 Page
ID: W?qu Lcr?Re?LfzLe98RjH4yHM91-Qc2B3b5FO0iguW U_UOC3ktiETsYYylExyNcjNyNsE
9-3-0 10-9-13 12-2-14 , 13-7-14 , 15-0-15 , 16-11-8
Dead Load Dell. = 1 /4 it
7x8 = 3x12 = 7x10 =
8 9 10 11 12
P A
I, I WE
1 1 I'd $'A
- VIA MrE-1
NO
'0
WMEM,
�016'M-
EAIM��
MIKE.R-Ml.
1�
M
►�
5x8 = 700 MT20HE= 4x8 = 4x4 = 3x4 = 4x8 = Bx14 = 5x8 =
•6 , 5-10-11 , 7-_ 12 9-3-0 10-9-13 , 12-2-14 , 13-7-14 , 15 0-15 16-11•
5 1 4-5 1-6-1 1_10 4 1-6-13 1-5-1 1-5-1 1-5-1 1-10=
-12,0-1-8], [8:0-4-0,0-4-8], [10:0-5-4,0-1-8], [12:0-4-12,0-4-0], [13:0-2-12,0-2-8], [14:0-7-0,0-4-8], [16:0-1-8,0-1-12],
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Ildefl
Ud
PLATES
GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.64
Vert(LL)
-0.28 18-19
>703
480
MT20
244/190
TCDL 20.0
Lumber DOL
1.00
BC- 0.89
Vert(TL)
-0.54 18-19
>361
360
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.90
Horz(TL)
0.11 13
n/a
n/a
BCDL 5.0
Code FBC2014/TPI2007
Matrix-MSH
Weight: 344 lb
FT = 0%
LUMBER -
TOP CHORD 2x6 SP 240OF 2.0E
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W1,W3: 2x4 SP M 30
OTHERS 2x8 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-04 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
24 = 10429/0-9-0 (min.0-1-14)
13 = 11933/0-4-8 (min. 0-1-15)
Max Grav
24 = 10429(LC 1)
13 = 11933(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) -or less except
when shown.
TOP CHORD
1-24=8701/0, 1-2=-11188/0,
2-3=-11188/0, 3-4=-25934/0,
4-5=-25934/0, 5-6=-34110/0,
6-7=-34110/0, 7-8=-3411010,
8-9=-29118/0, 9-10=-29118/0,
10-11=-13613/0, 11-12=-13613/0,
12-13=10300/0
BOT CHORD
24-25=0/1519, 23-25=0/1519,
23-26=0/19495, 22-26=0/19495,
21-22=0/19495,21-27=0/30428,
27-28=0/30428, 20-28=0130428,
20-29=0/30428, 19-29=0/30428,
19-30=0/34110, 18-30=0/34110,
17-18=0/32795, 17-31=0/32795,
16-31=0/32795, 16-32=0/22548,
15-32=0/22548, 14-15=0/22548,
14-33=0/1750, 13-33=0/1750
WEBS
6-19=-675/0, 7-18=0/461, 1-23=0/12368,
2-23=0/722, 3-23=-11119/0, 3-22=0/1406,
3-21=0/8618, 8-18=0/1983, 8-17=0/1569,
WEBS
6-19=-675/0, 7-18=0/461, 1-23=0/12368,
2-23=0/722, 3-23=-11119/0, 3-22=0/1406,
3-21=0/8618, 8-18=0/1983, 8-17=0/1569,
8-16=-4826/0, 10-16=018626,
10-15=0/1577, 5-19=0/5160, 5-20=0/756,
5-21=-6014/0,12-14=0/14945,
11-14=0/1056,10-14=-11729/0
NOTES-
1) 3-ply truss to be connected together as follows:
Top chords connected with 10d (0.131 "x3") nails as
follows: 2x6 - 2 rows staggered at 0-7-0 oc.
Bottom chords connected with 1Od (0.131"x3") nails as
follows: 2x6 - 3 rows staggered at 0-4-0 oc.
Web connected with 10d (0.148"x3") nails 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 floor live loads have been considered
for this design.
4) All plates are MT20 plates unless otherwise
indicated.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) Bearing at joint(s) 24, 13 considers parallel to grain
value using ANSI/fPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Recommend 2x6-strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1175 lb down at 1-3-0, 958 lb down at 1-5-12, 958 lb
down at 2-10-8, 1175 lb down at 3-3-0, 958 lb down
at 4-10-8, 1175 lb down at 5-3-0, 958 lb down at
6-10-8, 1175 lb down at 7-3-0, 958 lb down at 8-10-8,
1175 lb down at 9-3-0, 958 lb down at 10-10-8, 1175
lb down at 11-3-0, 958 lb down at 12-1-4, 958 lb
down at 13-1-4, 1175 lb down at 13-3-0, 2731 lb
down at 14-11-7, and 1175 lb down at 15-3-0, and
446 lb down at 15-11-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD. CASES)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 1-12=-120, 13-24=-10
Concentrated Loads (lb)
Vert: 19=-1175(F) 18=-1175(F) 22=-1175(F)
17=958(13)16=-958(B)14=-3906(F=-1175,
B=-2731) 25=-2132(F=-1175, B=-958) 26=-958(B)
27=958(B) 28=1175(F) 29==958(13) 30=-958(B)
31=1175(F) 32=2132(F=-1175, B=-958)
33=-446(B)
6rq:a=lhes�ilun¢dtRriesi�`:l tDtf llMkij'•SEll�6(971[1Elsli&(DFdI1C5S@SIONt"ECiN'sdRtlPB.iEYil(G.Itmsrca�deaptaepemsmt'irr3wksuLmsTmspnyaLtaial�lpD�adfi deituyl Tss3altl,t.[�Idnca:e�tn3eners_:DelnselherisesAiilrol�Ntl oe1J
dltei•rceasrEfrts sliliOrad lvtle7Cfld1tvDl�k�TjosS DngSFspupl it T>eeeb7lipud �sednurJWtynims®mylgxx(IEIPAetmgl,uF3eialmtus@dnl?rlhfn pid,6esstl177ss1t�:@CpIitJDDmh'>sln l�-l-TrajeslMmitotl�i Iutsg pNmn,'seiDhlax. -. `itl �'�;:
*,
e4srtfi�tlsn�miingi�sr�s:NnAaa�don"raD�wraae�uaetwtarlasm+f.ow1elnencneMs.l�rlmaueq"ueeullhi. gms.sr®rrtlo�aiuiss,sedn�rssdsatrma�ama�,.6rays�Dkr,rso,ar,A M oyTToin6aItT:P:E.
»ai»�mjU&ioata nautfisreama seD,dseta�e>weld"pd+I,IdNuySdTaat4.msrla riicts�tnssure/g�edelxttsa�n nalaz �gei,nriwessoer„speusPtr�sseesyayp!!celr� s},„rai aesi '80663;Blvd
,. ,
ra ravabLatesatuo.wwm�,�,bivae m�rkTotlnsise �h�seertieDrs 4'asgltu i,t.sss�Emeedatla� itulawuosmastitsml; 44 f
;' � ..„ •' ;FGrt�erce�flei399,46
.Cap`rrighf� l(Ab;�•jFouJirusSss; ArithaDrl,iom60111 p1 Neprodagidabfl6ifdar�BFt Iqunyt6rm rsptodibNgd:eatM1Sunberrmgnptrmr}stonilomAl ipntUaiy"e's-,AatSooyT.dorntiolsC,;(!rE
Job a
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
FG3
GABLE
1
2A0074370
Job Reference(optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1 4x8 =
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 Mi I ex Industries, Inc. Mon Oct 31 16:13:4/ 20% S
3x8 =
3x10 =
Dead Load Dell. = 1/4 it
4x4 I I 4x10 = 3x6 11 3x10 = 2x4 11 4x6 =
LOADING (psf)
SPACING-
2-0-0
TOLL
40.0
Plate Grip DOL
1.00
TCDL
20.0
Lumber DOL
1.00
BCLL
0.0
Rep Stress Incr
NO
BCDL
5.0
Code FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.2 *Except*
W1: 2x6 SP No.2, W3: 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-12 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 3463/0-7-4 (min.0-1-8)
7 = 2741/Mechanical
Max Grav
12 = 3463(LC 1)
7 = 2741(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-12=-2885/0, 1-2=-6341/0, 2-3=-6341/0,
3-4=-10234/0, 4-5=-10234/0
BOT CHORD
12-21=0/468, 11-21=0/468, 11-22=0/11212,
10-22=0/1 1212,10-23=0/1 1212,
9-23=0/11212, 8-9=0/5658, 7-8=0/5658
WEBS
1-11=0/6437, 2-11=-309/0, 3-11=-5314/0,
3-10=0/2101, 3-9=-1067/0, 4-9=-286/0,
5-9=0/4992, 5-7=-5987/0
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-3-0 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.
9-0-6
CSI.
DEFL.
in
(loc)
I/defl
Ud
TC 0.81
Vert(LL)
-0.15
9-10
>999
480
BC 0.89
Vert(TL)
-0.41
9-10
>433
360
WB 0.91
Horz(TL)
0.05
7
n/a
n/a
Matrix-MSH
3) All plates are 1.5x4 MT20 unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Gable studs spaced at 2-0-0 oc.
6) Refer to girder(s) for truss to truss connections.
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 534
lb down at 1-9-14, 534 lb down at 3-9-14, and 534 lb
down at 5-9-14, and 2516 lb down at 7-9-11 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) Studding applied to ply: 1(Front)
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-6=-132(F=-12), 7-12=-10
Concentrated Loads (lb)
Vert: 1 0=-534(B) 21 =-534(B) 22=-534(B)
23=-2516(B)
PLATES GRIP
MT20 244/190
Weight: 178 lb FT = 0%
. .. ' : �rme>�I��r carnnssa. s��i apEF,iilsi�aearaTasrasr;��r d�rlaiEa�dr�ari"d:: v�� reaY�, J )' Yi a'n'1 ar:t,�das[mhrssNiitmuesttn r?s#»y�P�d+u,laded'hsderoe�Trom`ai'RiuMsu�SMldsr [u�,sd�.,rrdmarartei)a,str
anedua Fisualenedrae rhd ,dd 1EpFntaeinfod ru S)ac3rfnra�randnvfP.b t#v�,®c�cepaesFn� "frt�sks�,d.r,ne�aeae.i ouN"dim) Tmaer eapex ewatm,n sefr ::An[hon T Tamhalir P:E•
n4ssid16irssbtmr txtigrilGre w. h)il?eCrwL "aaxim's s5rmedrtsi cr Rtitasa'•g5a�rr311ea l tle 1141telltasd4kfud sa ;eaasd RN PR mrsidil4T'➢pdeladd settBeLn Ir.Ps& ?�r st;r. fa,ksrfieRsm/ siea u'pcli sl~s1:/Rr y486083 ... .
r"t ra gcdus5ma.tnaKuanaaerl���:d"arce,r earrikr cw s h�amar�ld tle:svim anmsa ti t�jt�e:fliu as+= anisot jesaet¢rJ,sc[ b rxe ei«Ir e, 4451St, -Lucie Blvd.
sRh�d#�i,ilrWalT�.lyahrr�k�r?rebnn ehe�:,;'ke�msLtupfspes`+tfs[J,tu tedYcra+s�petgr.rti SJtl�Es�nserafa,inkSmr ,Wq�wie!`kma;vi ae6pelie'Ni, .,. 4 .
. _, iF,ost.Prerce: EC.34946
••••� • •— t�PIr�9�.4"4"t%a16A.11aoiTru ses 6dShgnpT.Fdmbs111FP'E:: Pepredudionntlkii;�mumeukianoy'toims itli bhiilx4VRl)haprittegpesmnsenalinccA•IHcalTiuzse's>Amkaoyrf omlcaA;P;F;
Job
Truss
Truss Type
Qty
Ply
Std Pac/651-1 EL D
A�074371
65019
FG4
FLOOR
1
1
Job Reference (optional)
Al KOOT I n1SSeS, r•On rrerce, r-L 34`.i419, eesrgnLaliruss.com KUn: /.b4U s Uct / zuib Pnnt: S.UZU S AUg 31 Zu16 MI I eK InaUstnes, Inc. Mon oct 31 16:13:48 2U16 Page
I D:W?quLcr?Re?LfzLe98RjH4yHM91-upcZGx6tgkgXVg3"BXRbxQpFsB_HRI N9c79FpyNsE
2-11-15 5 8-0 6 10-2 7-11-1q 10-7-1 14-5-13 18 4 8 22-0-5 25 8 2
221 2-8-7 1-1-12 1-1-12 2-7-3 3-10-11 3-10-11 3-7-13 3-7-13
3x6 =
2
Dead Load Defl. = 1/4 it
1.5x4 11 3x4 = 1.5x4 11 3x8 = 3x4 = 4x12 = 4x4 = 1.5x4 11
3 4 5 6 7 8 9 10
19 18 17 16 15 14 13 12 11
3x4 = 4x4 = 3x8 MT20HS-- 3x8 = 2x4 11 4x4 = 5x6
1.5x4 11 4x10 =
5-8-6
7-11-14
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC . 0.94
Vert(LL)
-0.26 15-17
>836
480
TCDL 20.6
Lumber DOL
1.00
BC 0.94
Vert(TL)
-0.49 15-17
>443
360
BCLL 0.0
Rep Stress Incr
NO
WB 0.79
Horz(TL)
0.03 13
n/a
n/a
BCDL 5.0
Code FBC2014/TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except*
W5,W8: 2x4 SP No.2, W6: 2x4 SP M 30
W7: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 244 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 3-10-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
19 =
1129/0-5-8 (min. 0-1-8)
11 =
-188/Mechanical
13 =
2828/0-5-8 (min. 0-3-5)
Max Uplift
11 =
-460(LC 3)
Max Grav
19 =
1135(LC 3)
11 =
101(LC 4)
13 =
2828(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3315/0, 3-4=-3315/0, 4-5=-3486/0,
5-6=-3486/0, 6-7=-869/0, 7-8=-869/0,
8-9=0/1372
BOT CHORD
18-19=0/1993, 17-18=0/3315,
16-17=0/3315,15-16=0/3315,14-15=0/869,
13-14=-3119/0, 12-13=-3119/0,
11-12=-1372/0
WEBS
2-19=2162/0, 2-18=0/1512, 3-18=-490/0,
4-15=-155/451, 5-15=-483/0, 6-15=012806,
6-14=-1394/0, 8-14=0/4194,
8-13=-2703/0, 8-12=0/2282, 9-12=-818/0,
9-11=0/1472
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are MT20 plates unless otherwise
indicated.
3) Plate(s) atjoint(s) 19, 1, 7, 10, 11, 2, 18, 3, 4, 17,
15, 5, 6, 14, 13, 12, 8 and 9 checked for a plus or
minus 0 degree rotation about its center.
4) Plate(s) atjoint(s) 16 checked for a plus or minus 5
degree rotation about its center.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint's) except (jt=lb) 11=460.
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 469
lb down at 10-7-0 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 + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-10=-120, 11-19=-10
Concentrated Loads (lb)
Vert: 15=-469(F)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 124 lb FT = 0%
w«aq�rimu�mu.eirtittcoFmsst`s�s�ea� tp�itla�3a.oemrtadt�sm�"tD+tr}act[reiiariu,r;is,nrit��t�mn«suiaslnm, �i%ssr-s�e�as8�e��l�rtc`Ea�jsm:vr�tl t�=rusa,nlsan•aiuli�«i,esienlzpmiae� .
-'"Wlez�a�ss[mhrse!te.+.vi�ais bi lsvi sret�?[n7�:a{�s Sleru�Egets�,IkxwaaTl.o,true,easyau�iar&t�txAcvse,;e�a�nstsssfr�h,nlLn:ptf„�s?�tTnd�doe�ria¢eel*st;inr:lalasys�ss.credaTa�iaarsw.i�m : c�'iathon':T�6ir6o�III :P:E
ptrssfdhii}sit:stsltxAq'csdai lles`b.�1TAtSiC Eh b'e a2i'.s gtt".dTSCnM&e garsQm b�iia¢ksia{15.pGde it(cd4ermiya,%j iaaiRiF ree+ !ini ik51'Dmdl6efi�H i??Ttrs)... pedki, I!"+s,76iasaek slsGkSlFrsttatbtl'1'Q Y '.':66083 _. tleisaiw kst msli�aiu�:Wrot.isnx7RsTI�PM;+xt i�`snftat�razdtuleBrsg�fesrue�i6Ntsra�`ro(Ki3k?'sdi�LrfldSt(lsrtghrsudEk tasdtellm r)tdNiusi43.es�TfsJrcitOtu MSY res;$TepuivaslJstd?d�t,ter�u
�
j( t6stMiirstr3esputs inllriidl�swrbtl-rkiristDts/jefrsse �S tD'Rt tn'f!'aTD siyt(rjz,rn5;JsiiaEe#teeudp7airml, p7igtsd`trin ahiluid b'N) 4151,
St;LUCle 81Gd.
••• � .�PPti9�E,�FDl6Alicq(Ti"asses„�lnit�ne`ITTam6otll,RE;Atplcdntliaa nliDiYJammtn4Eg6iry'faeprssploFdh@dpstfhouit6ewrutepperm,iudnhosrATBoaiHbi"s"tS�pmEoa�fiumEtillL,',P,F :Fork ,. ,3.....
PrBrce' FL 4946'
Job
Truss
Truss Type
QtY
Ply
Pac/6511 EL D
A0074372
65019
._
FG5-
-FLOOR
1
�
�Std
Job Reference n tional
Al Roof Trusses, Fort Pierce, FL 34946, design(a)altruss.com stun: es.uzu s Aug 01 zuiu rnnr. muzu s Aug a t zu io -wn i ex tnuusrnes, mu. rvtun Uu o 1 eo. 10.40 ZU eo rayc
I D:W?quLcr-?Re?LfzLe98RjH4yHM91-upcZGx6t9kgXVg3AYBXRbxQo7sCiHQON9c79FpyNsE
3-0-2 4-3-10 5-8 8 8-6-10
3-0-2 1-3-8 1 4 14 2-10-2
3x4 =
4x4 bead Load Defl. = 3/16 it
3x3 11 4x6 =
4-3-10
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 40.0
Plate Grip DOL
1.00
TC 0.96
Vert(LL)
-0.05
9-10
>999
480
TCDL 20.0
Lumber DOL
1.00
BC 0.89
Vert(TL)
-0.24
9-10
>417
360
BCLL 0.0
Rep Stress Incr
NO
WB 0.87
Horz(TL)
0.03
8
n/a
n/a
BCDL 5.0
Code FBC2014/TP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP M 30 -Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 `Except*
W1: 2x6 SP No.2, W4: 2x8 SP No.2
W2: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-4-13 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 3892/0-7-4 (min.0-2-5)
8 = 3635/Mechanical
Max Grav
11 = 3892(LC 1)
8 = 3635(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-1 1=-2139/0,1-2=-6690/0, 2-3=-6523/0,
34=-5867/0, 3-5=-792/0, 5-6=1729/0,
7-8=-1589/0,6-7=-1002/0
BOT CHORD
10-11=0/694, 10-12=0/6690, 9-12=0/6690,
9-13=0/6523, 8-13=0/6523
WEBS
1-10=0/6188, 2-1 0=-1 679/0, 2-9=-310/0,
4-9=-46/592, 4-8=-6096/0, 3-6=0/1090
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc, 2x8 - 2
rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 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 floor live loads have been considered
for this design.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Refer to girder(s) for truss to truss connections.
6) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1556 lb down at 0-2-12, 91 lb down and 470 lb up at
4-4-6, and 471 lb down at 5-7-14, and 447 lb down at
7-7-14 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-420, 3-7=-380, 5-6=-420, 8-11=-10
Concentrated Loads (lb)
Vert: 11 =-1 556(B) 9=-471 (B) 12=-91 (R) 13=-447(B)
PLATES GRIP
MT20 244/190
Weight: 104 lb FT = 0%
.. Ysre¢�t"�esrR.extar n4xi,.'4FIWSIIU3SE?Sitt.YYj,�tIEL1l�VSbfDKDTi71TS;lt!"ID'Er'jS rS7itFGJbe1'h�.Y:idtfi prsrmhTsce(t:edmrr eatiisTristt?�sr�Cmrn¢"DOtaIIcEwdT.IrmsrJfi letnou�til ider eu. 9cttt3equeft�dEAtk190,zij
Ible¢¢maaiths s¢dtkrs l¢ercarn¢rera:.c¢rr�,o-ni¢etgrP�e S¢rcf�pfr%eseuwe�t aideet®e:ma�rq¢�dree¢worser:arrunr�s�daest>endawta¢rdrw�nil,Ys:uune�!e?r?nfa�ssnnrE'UifFaiy.Tfrotnbo llt,:P:E
i a¢rri#tk iirsrnr 6x gnUa ns¢ret Trr(dT'rDxze hr D++peg}M.lga�agulxtkkL Ze �`en4atirieed dfte11G1ie U(t� tlusl nry"it2ewfSt4i lxa¢i+?IdD AD M,alffeNrxdnrSmt ii3eLrE rd,ysnge,B, Smeesi svRknursr»sfil�d: !. ' (60083 ..'
`, @rlsJdnpfrcs"iixr rolTu�a�u �gm nt xt»'it9rddr¢m'rctctff`¢aaearr t'6itP1?iigfeaJuetti45t+L{s sc.ea{!t'�1p& 16. tN ra/SrrAu;utumdSap djgdrii trill Ot`•,nM sS �,uQMI<Assd«3TratDat�,�ir 4r3s Wtpteguwel drat NatficrEr m,'rtf
`gitrk8trat�rha3ggti.¢u,G+,.rfng)aei¢cY;snihet,ir,icy[�ngeLpuegisrT'wtchD3stputr�tfSJdeaEsxvereSm,F!A,Ge¢.P,S;oprasr¢am_eeti•d,6relnfll,. _..,. 44515LtitleBlvd.
fpri,Pter`ce; EL44446
. ... __.4....>{tpyiipbt."u_.7U13A.�(?aoTTtu}ses tglfig"ef:TTarnbofll7Pt. ffipradnGiedatiggporumeet;ieanyfdtmtsptobi4,led.�r¢boa¢'16ewrAtprtFermissianfin5i'Alf¢oatjrucfes�l�a¢honf.GTAmEolll„P,i.f
Job
Truss
Truss Type
Qty
Ply
Std Pad 511 EL D
65019
FG6
FLOOR
1
2
A0074373
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13.49 2016
1.5x4 11 1.5x4 11 3x8 = 1.5x4 11
13x6 — 2 3 4 5
1.5x4 II
2-5-6 4-8-14 7-4-0 12-3-2
3x4 = 3x8 =
Dead Load Defl. = 5/16 h
3x4 II
2x4 11 4x4 = 3x4 = 3x8 MT201-13` 3x8 = 1.5x4 11 3x8
17-2-4
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC 0.62
Vert(L-)
-0.32 11-13
>822
480
TCDL 20.0
Lumber DOL
1.00
BC 0.86
Vert(TL)
-0.62 11-13
>426
360
BCLL 0.0
Rep Stress Incr
NO
WS 0.69
Horz(TL)
0.08 9
n/a
n/a
BCDL - 5.0
Code FBC2014/TPI2007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP M 30 `Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 *Except-
131:2x4SPM31
WEBS 2x4 SP No.3 *Except`
Wl: 2x6 SP No.2, W2: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-5 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 15-16.
REACTIONS. (lb/size)
16 =
171010-5-8 (min. 0-1-8)
9 =
1563/Mechanical
Max Grav
16 =
1710(LC 1)
9 =
1563(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-16=-2086/0, 1-2=3595/0, 2-3=-3595/0,
3-4=-3595/0, 4-5=-6653/0, 5-6=-6653/0,
6-7=-6653/0, 8-9=-297/0
BOT CHORD
14-15=0/3595, 13-14=0/6641,
12-13=0/6641, 11-12=0/6641,
10-11=0/4611, 9-10=0/4611
WEBS
1-15=0/4395, 2-15=-1238/0, 3-14=0/653,
4-14=-3480/0, 4-13=0/808, 4-11=448/43,
5-11=-560/0, 7-11=0/2120, 7-9=4572/0
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 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) Unbalanced floor live loads have been considered
for this design.
4) All plates are MT20 plates unless otherwise
indicated.
5) Plates checked for a plus or minus 0 degree
rotation about its center.
6) Refer to girder(s) for truss to truss connections.
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131"X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 417
lb down at 7-4-0 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (pif)
Vert: 1-8=120, 9-16=-10
Concentrated Loads (lb)
Vert: 13=-417(B)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 216 lb FT = 0%
? ,..., 6sm:a;-Ftmst�i,�'Pce+nrM'1t�CDf1P9iSB�fHt'!'k�eff{t;JEP�SS{DA4'f7P4tCiTD+!CFOvi1;r20EJ�i. aT&rQ�Y:ri�fepPtE+rst4rs�tEndnhsntMsPnrs[�G�oai;s?PD���t�wpTiptdslYP.GGkcerxS3:dkisrsest-9efese�tlissihul�iitT7Dssh ;
...:' kltt¢mcilu�srlNiktasNGrgar�iroiccdd(srntDewfg>rt(rAi;eLei��e}nrrztYeWan;idi+�e;es>aatc;im!dt&;rdea¢e�ecprer�rcyec'sirlrr�ksrpd,.z.Stgi.ireudiwd•tDDuNWvI}N. tad uplks�ac2fins;,s ;.:NithOn T' Glibd<Itd.P�E
pE�uttMoaxta�t�+��t�nslrok�br`dI?�C*tea,'d�0aa��osl�aterDitmer;DesSstira�'t,,ettMltr:tu0tui�Urceim'ta�uaad Lealpirala;Ar7'D¢td?r6eUrsr�fdeTin::k'b��s�?i+P.tkisn�` tr.}7ta4e?��IaEx{asj�S�Pt� �.# 80083 ...
` . � < xat��e�s�rdr�rerm,TD�n�+��i'3saar-�ryTmFp�srnsar��ita�rossuensrmme«�� a �:is�mwtsu►rr,��fflawt�cq;�i iP�Ea�,etaieaua:m�aa�KdrnlmaDe�Si-'rrne[�s�r�we<ni,�:uae�rccr,am ;: ,q45 St;L'tie�8iv
aAptF"!.3.�adl>flursala;ritt>♦aktr'a�E�etaY:;iatbei;,:rntrmrAuji[sgmerssT'AttrD"��ptyeirtsq�eaEgmralinE`ciru;.ttcg4axntimmattsleG9etni�i'•' W� �"�`� •`•• ��` - � U d,
-• • •�-� •-� `(c�yiigt<_ti�,T015A�1RuolTiusses„A�i6gn`yT.Tcm6oEit�,T: RipredatlioecEtEisdammeeE tndmtorm tsrsa6i6i(e>I-xif6Ant)6ewiipeppermiisi6nliomA,tRoa{L'nyfisr�AMhueyttTca�DoI11P,ir � ^fQ�Preiee;. Ei� 34946'
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D-
A0074374
65019
FG7
FLOOR
1
1
Job Reference (optional)
Ai KooT i russes, r-On r!erce, rL Auffo, oes!gnLa-!Iruss.corn Run[ a.ovu s Uus_ a Lu!O rnnr. o."u s i uy o! cu so !vu! C& nsusuusns, ills:. !viun ws 0 s 10.1a tiV a!o rays
ID:W?quLcr?Re?LfzLe98RjH4yHM91-M?9yUH6Vw2yO7geM6v3g89y4AGb304uXOGsjnGyNsE
3-8-0 1.5x4'II
1 3x4 = 2
T1
W1
W2 W1
131
4
5
3
1.5x4
II
3x4 =
3-8-0
3-8-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.55
Vert(LL)
-0.04
3-4
>923
480
MT20 244/190
TCDL 20.0
Lumber DOL
1.00
BC 0.69
Vert(TL)
-0.09
3-4
>462
360
BCLL 0.0
Rep Stress Incr
NO
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
BCDL 5.0
Code FBC2014/TP12007
Matrix -MP
Weight: 19 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 Standard
BRACING- Vert: 5=467(F)
TOP CHORD
Structural wood sheathing directly applied or 3-8-0 oc
purlins, except end vertirals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
4 = 479/Mechanical
3 = 427/Mechanical
Max Grav
4 = 479(LC 1)
3 = 427(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Plates checked for a plus or minus 0 degree rotation
about its center.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced -at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 467
lb down at 1-7-12 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
5) 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 + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-120, 3-4=-10
Concentrated Loads (lb)
. .., BdaalCxs:;xxavyaE sv,f}ratSlCOT11gSSES�SEGTy E6Etlt'fFBl4idrg%[�'rr7aS:Cn'th[dCrDaG'}liTi)�tF(ki6+TMa�V!!drfii��!a!hisritrria+nnihfii9ts r�3s�r�ii t�?D��d�rrtbsa�Tj>mis.l!'rL Cdn!su�'xefCdvitau, getts5i+iseE�eakfl;'88 isi}
1LidwntdrAhas!riffi�rntes�ta,is�rrsrh,Argatupi 5µeezrEgu�6!s!Ase T'P! eCasamghaa�'4§Kdeak�_ a�sscgas 6!4a&s aE� , iT,n'l��iaeat.o na.cltEl 1reLsyxa5rry3aLEe ac�as.szax�
. lairs dhri_!lf9!s sMissbr&�d,rnlG usrlesi�7�Abeg+rstgrea4 ritter�ys3setn Caror�BrvTssrrntie<xusSgelit,Yie li(t�4Klmssa.bExhwi RHF lsieigsastidRs r:IInd`¢jbrBmrEMTrest.?.t¢a•+s�slbq streq!irx'Iermerd�epxsitrsirmdu rAt80083.
�ataraarryu+�T�axn�kuas}asrnar�raaaa-rmswd�:r.reasa,„ttq�o{t�r?,:6smaercxmecnsd „�A cxrHt+�ui mG1s,scdTmsn an:rn w i�aEa!xrkr�s;t StTluct3Blvd.
asysr.,.tr ifts�aEligeelijtsa..rtsylxejeLe�ude�; MC r�sS U!sipEmeKE3_k!tu'`9as�puja nstrfri!a hpiee!irmi+�Car:.Eirylt!sidieasceii idaseln l4i-. 4451 __
Fort P,ietce; Fl:;•34446'
•••• • � �••Caprrigli.�7018A•ltuciTimsset;6uthany.t.tambctllfpi;; RipiaBagmacttbis".durumeM:isinnyfoim sspwbifineG:gsfbwTlbewm1te�peimiss6ao1so6sAlgootTiuSSpi„Aeihoa�,T.IamDoIIL'P:E;;
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 ELF
65019
FL01
Floor
1
1
A0074375
Job Reference (optional)-
Al Hoot S rUSSeS, t-on Fnerce, rL ;,4114b, aesign(mai truss.com
0-4-8
H 11-3-0 , 2-6-0 i
1.5x4 II
4x6 11 3x3 = 3x4 =
Hun: i.b4u s uci t zuio t-nni: MUZU S Aug 3l ZUlb MI I eK Inausines, Inc. Mon uci si lb:1.5= ZUIb rage
ID: W?q u Lcr? Re?LfzLe98Rj H4yHM91-gBjKhc78hL4 FI_CZfcavg M VFcgw7lNugdwcGJiyNs E
0[— 22--0-0 ,- 1�1 8
Dead Load Defl. =1/8 is
1.5x4 II
1.5x4 11 3x3 = 3x3 = 3x6 FP-- 3x6 = 1.5x4 11
19 18 17 16 15 14 13 12
1.5x4 11 4x6 = 3x6 FP= 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x4 =
0.4-8
Or2,8,
6-10-8
8-0-0 ,
9-0-0 , 10-0-0
,
17-4-0
0-2 8
6-6-0
1-1-8
1-0-0 1-0-0
7.4-0
0-2-0
Plate Offsets (X,Y)—
[1:0-3-0,Edge], [13:0-2-0,Edge], [19:Edge,0-0-12]
LOADING (psf)
SPACING- 2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC
0.57
Vert(LL)
-0.15 15-16
>999
480
MT20 244/190
TCDL 20.0
Lumber DOL 1.00
BC
0.71
Vert(TL)
-0.27 15-16
>751
360
BCLL 0.0
Rep Stress Incr YES
WB
0.66
Horz(TL)
-0.02 12
n/a
n/a
BCDL 5.0
Code FBC2014/TPI2007
Matrix-SH
Weight: 94 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat) *Except'
B2: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
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-M oc bracing.
REACTIONS. (lb/size)
12 = 1096/Mechanical
1 = 1095/04-0 (min.0-1-8)
Max Grav
12 = 1096(LC 1)
1 = 1095(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1 2=-942/0, 2-3=939/0, 3-4=-939/0,
4-5=-2869/0, 5-6=-2869/0, 6-7=-2961 /0,
7-8=-2573/0, 8-9=-2573/0, 9-10=-2573/0
BOT CHORD
17-18=0/2178,16-17=0/2178,
15-16=0/2961, 14-15=0/296 1,
13-14=0/2961, 12-13=0/1583
WEBS
1-18=0/1379, 10-12=-1847/0,
10-1 3=0/1 156, 9-13=-302/0, 7-13=-686/0,
5-16=301/35, 4-18=1446/0, 4-16=0/806,
6-16=-524/179
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Srongbacks to be attached to walls at their
outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
,.
7irg;reauft—haptevitwthr"f ittyFntSSfSNCr11;GGElEtkti0sRS6 DXD,Tr)fGSlk,"IDoN'jSCt59iE0: Wa1'h+m•r:idple.Spmihtssfciwhf etthi'(t�;sltfgrCmtv;tDG,vd"�Efg4arjT.Tys3D17 P.€fierneuSieetkeiu af+,9etefsean�>kt•�It'idm
�f41eI;,u4irM-- T}GD lr ped4{.sr r04'k"W Is+�rnR Dea5cta79eet{t! $e FgEa+i tH tnt¢SrT)dnp�,Sf�catrtirt dti�pehtfievyaruve�tts mMRtiesyid fE}i im3dgiQtdw4413UNN rely l}F 1x1+sgEr,Cezp`Hi arllntt"ttfAC/ ;.:.MIi30n+j T: rOtTI[FD+7L p-zE'
vd rtitYmpinsbCaQ7gikelrsrK�'+tidisw#ghvvaQisjuteiM.Sj�arc�e ms�p5d1411Gtf�.IECE�QElad3w'fajiedltat TxaptmilwCa7'D�atfielh rt{t6Fr»F.:A?r•Sh"CvQsEsis;sfiil k�vE�,k7itl 4,$0083. _!:.
FrtnStaS �stteerrdtmaGu.All�v�ivlvdp>'a.i`'1trlCaparnssa!•;�uit4iHt 11¢gta�ee�5iehhtuae'�(k 7pSeu!!N*ry atSsr�va �eknvdffirreunlgMsae lrl�t2€atsi�ty�sd�rY.altA�a�rMTmsDes�rsst�jfee'vmlh�s Y?v{eC4n m4ii -: 445 SC LULiO�IY(1.
,our
. d JbiirrCxlrprplEpaf: k7ml l'wsnrhtt-.i1EPmsDrsqu6#ufuh:Tt>atn�at6ts5afira,pssajfleaEipari)a inliul ;A3irl .teiirmehftJurin'ND iforf'i?terGei FL�34946.
•-•• _• � •t'Qpji3g6t�7UI6b•IR[I�OI�ItlfSEf,ltPlh4ay l:jQtn66 iIi1P•I ptprQ9tlet0u Qlftls..pQromlttr iCap�,fOt�ISffqC'`i6iltl1,ki160U�StiEWtAt@4tEt@iSSiGGrIGfC'.AI QQptlttlSf9f��E1�70G���i001�UlIi(!:I-'�
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
AOO74376
65019
FL02
Floor
8
1
Job Reference (optional)
Al KooT i russes, t-ort coerce, FL a4u4b, Oestgn(O1al lruss.cOm
0-4-8
1-3-0 ii i 2-6-0
1.5x4 II
4x6 11 3x3 = 3x4 =
1 2 3 4
stun: ,.o4u s uct r cu to rnm: o.uzu smug a /u to not ter. tnaussrres, inc. tvton-Uce a t ro: w:ou cu ro raye
ID: W?quLcr?Re?LfzLe98RjH4yHM91-gBjKhc78hL4F[_CZfcavgMVCoguclNvgdwcGJiyNsE
1-7-0 � 2-0-0 0 0"3'rr 1�i
Dead Load Defl. =1/8 it
1.5x4 II
1.5x4 11 3x3 = 1.5x4 11 3x6 FP-- 3x4 = 3x3 = 4x6 11
5 6 7 8 9 10 11 12
20 19 18 17 16 15 14 13
1.5x4 11 4x6 = 3x6 FP= 3x6 = 1.5x4 11 3x4 = 4x6 = 1.5x4 11
Q� $ 8-8-8 , , 9-8-8 10-8-8 17-4-0 17-7 0
a-AJT 1�t_n 1_n�{ F_7_yt n,� n
Plate Offsets (X Y)—
r1:0-3-0 Edge] [12:0-3-0Edgel f13:Edge,0-0-121,
[15:0-1-8,Edgel,
[20:Edge,0-0-12]
LOADING (psf)
SPACING- 2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC
0.76
Vert(LL)
-0.22 16-17
>922
480
MT20 244/190
TCDL 20.0
Lumber DOL 1.00
BC
0.87
Vert(TL)
-0.3716-17
>548
360
BCLL 0.0
Rep Stress Incr YES
WB
0.66
Horz(TL)
-0.06 12
n/a
n/a
BCDL 5.0
Code FBC2014lrP12007
Matrix-SH
Weight: 96 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat) *Except*
B2: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-9 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
1 = 1094/0-4-0 (min. 0-1-8)
12 = 1094/0-2-12 (min. 0-1-8)
Max Grav
1 = 1094(LC 1)
12 = 1094(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-940/0, 2=3=-937/0, 3-4=-937/0,
4-5=-2878/0,-5-6=-2878/0, 6-7=-2926/0,
7-8=-2926/0, 8-9=-2926/0,9-10=-935/0,
10-11=-935/0, 11-12=-937/0
BOT CHORD
18-19=0/2175, 17-18=0/2175,
16-17=0/2926, 15-16=0/2926,
14-15=0/2172
WEBS
1-19=0/1377, 12-14=0/1374, 7-15=-355/0,
4-19=-1444/0, 4-17=0/821, 5-17=-343/0,
6-17=-426/220, 9-14=-1443/0, 9-15=0/977
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 12.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 cc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S)
Standard
ST... .,
�� �titeset{as ... �, . .
grlgteNer�'EItUC�1N!SS'SS'SCIIFC,��Htlill[fEWSEfD6id0Q8S(UON]'ICRI s:rJ.ML.tTa^EI1fEl�hia YcB(8e 1p}sracelurs;lSeotiaaetnlililmssCesuts D�rva{(IO�jcdhelaLa(L7sa3�u tt�drta;e�6elnrvse.tldersiltm..ues�hiilm�kifiOD;mtd
- .:,.', ty1tS[eiYGV{1Cer5itlfkR;1,1111ee1CDA{nilll.ItlTIifSDlfylEr{tfR�(IL peadryFetmaFllesttluurtUDiryrttFm®me�axa�tptlntlmleepcampsigwUlJs�brla�n�Artaia�T%nrkpaefe+M.TDDeeryu2trTt�l rktes�snswpu mrytiafiKaAlktilllf ..�ih��l-Ti�Torii6oIIIPE::
�. sd�uit�T�rtsixmlqufiyistlnesµetJ3rtrAla,OnertEloxwtcclan,�Yd?snrine.talFn{omAntig�auaaiethegG9el61o111t�ubtisguhoiPn jDeW?neiatleiDDm7�sjietimratlefjozra/ddayt.N'oys�ne,lemgermad.tngr";s5r0kl�ats{ri6D:Ra� y #<80683.
resew oFs atmtnaem u�r�:ram tid„riu{r �r�ti taa,lGtfaroy"Gnt�kt� 4 E/(u �{ a tn�tsiei.�,��md r prjdsa>Pt s>ear ns,come"�aaan:aft„:utu unSr as uHcdt suyaa i�.es:
p Lu to �..13� :. d.
•' � ,... � - 445
• ga�iaitfu?d{[1faWmdc3riH.q»Irinbrqtsr➢tu6eslasalgL,TltlmiCtupH�SteiuiCf'�fW3ghslpy'nlmsfls.!eq.Eeryesr,ta�Y>Kdp{1Doyh5telxmnt„csido,ly,TIN '�FOri I �Q;FLti946
-{apYri9bt�1,.JQ1b;A-Itoa�irussesAnthanYE'IgmSat{I,P'Y��rpdatliaapl,tfii}dotemerYLj�:unY,l6rmrspta6i6N5dS�itM1oattha,nri7iEnpsranss�noljniaAlRegtTr�ssef�.�nl6aayY�lom6o;Ell,,P..E„
Job
Truss
Truss Type
Qty
Ply
Std Pac/651.1 EL D
65016
FL03
Floor
2
1
A0074377
Job -Reference (optional)
m 1 moue 1 russes, ron rierce, rL rsayo, aesrgnrga rfruss.com
0-4-8
1-3-0 ii , 2-6-0
mun: i.o4u s um i-zu la rnnc a.ucu s rug a 1 Zino nm r eK mousmes, Inc. mon ucf si in: ia:ou zuio rage
ID:W?quLcr?Re?LfzLe98RjH4yHM91-gBjKhc78hL4Fl_CZfcavgMVD6gwUINNgdwcGJiyNsE
, 1-1-12 22--M
Dead Load Defl. = 1 /8 it
1.5x4 II
46 11 3x3 = 3x4 = 1.5x4 11 3x3 = 3x3 = 3x6 FP=1.5x4 11 3x6 = 1.5x4 11
1 2 3 4 r� 5 6 7 8 9 r� 10 11
1.5x4 11 4x6 = 3x6 FP= 1.5x4 11 1.5x4 11 3x6 =
3x6 =
3x4 =
8-3-4 9-3-4 10-3-4 18-1-12
4- 7-10-12 1-0-0 1-0-0 7-10-8
Plate Offsets (X,Y)— [1:0-3-0,Edge], [13:0-1-12,Edge], [18:0-2-8,Edge]
LOADING (psf)
SPACING- 2-M
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.66
Vert(LL) -0.19 13-14 >999 480
MT20 244/190
TCDL 20.0
Lumber DOL 1.00
BC 0.75
Vert(TL) -0.33 13-14 >643 360
BCLL 0.0
Rep Stress Incr YES
WB 0.69
Horz(TL) 0.02 12 n/a n/a
BCDL 5.0
Code FBC2014/TPI2007
Matrix-SH
Weight: 97 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat) `Except'
B2: 2x4 SP M 30(flat) LOAD CASE(S)
WEBS 2x4 SP No.3(flat) Standard
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.
REACTIONS. (lb/size)
12 = 1147/0-5-8 (min.0-1-8)
1 = 1147/0-4-0 (min.0-1-8)
Max Grav
12 = 1147(LC 1)
1 = 1147(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-988/0, 2-3=-986/0, 3-4=-986/0,
4-5=-3085/0, 5-6=-3085/0, 6-7=-3257/0,
7-8=-2756/0, 8-9=-2756/0, 9-10=-2756/0
BOT CHORD
17-18=0/2310, 16-17=0/231 0,
15-16=0/3257, 14-15=0/3257,
13-14=0/3257, 12-13=0/1666
WEBS
1-18=0/1448, 4-18=-1546/0, 4-16=0/904,
5-16=-298/24, 6-16=-601/105,
10-1 2=1 944/0, 10-13=0/1273,
9-13=-343/0, 7-13=-785/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
5) CAUTION, Do not erect truss backwards.
mashp:14nt16mpsmertSp'S 110trtTS,('iEltft j, GEtle71CTEtitSA(DR'iIPd35{OSr0I9�'1CfH E'►MC'aad51"IXY I,icird'fdwep rnseeteaml'eodWernliliT,ess Cbgn pev(IDt¢dReleli+a77.jea3e4l.L,IJnn:e 1pelE�ertau+0elessel�nriusMifttlkiODsaely
' -' WTestsexgsrpta�sshlrkpsHhlhelrpah�sht.IsriRsspesiprs�.ppt 5}t5skpfgpe" CrsafurntTD<!(ereisetf®mepi_s7.dtlrpdessupla}tr�¢rMjs�ildA�fndefesl>p11�am� T�}tskpKkOnikT6pediufnri9s.thdesysesxsrorfpjt,taf�n±lmrayAlilei � �f�j�Orl�^T;'To[nballI !P.iE;
. �'..` ea4ep driistrets6r�tplpy i3.dtrdsper356jd(#.Ocsss rc+pnu`s.eA4mdps•n9ipetijltfrrOnmg h,4euees1dlk,1(E)}efi(at9esmilas�ag uGebllll ita.4�e1d5et00.wiet�isli>3estne Fross.a��ttd'�m�s�rne�hsuAet�rssl.�smpsSiUkdeieip65s3taptt:' ti �;a� �3, t
carafAro;gdsyeroltesncd, a?�rnsslaamnetCu,Nprfraa,r�rma:r,idnvast;eumpaaaFrrrp>d«.mmH�tartie�i5inimtsrus.rehrearutyr,/�,ids,re tPpiisrr�resivaneq.ran:,f't�sspr:!ruttrns<sya/maies:)�4ern,ss -.:
r +.i.�t�fiiiaYpaGamay"ttd. se is o7bgEnll inesu,>i,el Tetlnislkupfspndh6gTmsf+tlfoghsi n atnlst m f �, _ FDrtS� a Ce Blvd
F '
e�v0
.! f{gheade+rWtlogIDa;�sze!musnoiialodWllN ...6
Ctlpjtigfif@:P01&'A�Itoplinnsss�Aniliupjt•,Tpmbtll(I P;I: pyproduttieKoi�hisDotymeefxlrtortl`iet� rspsad$n;dwrthoottbertAl6,nptrmrssmnfroe�Al RpatTroiszi`-,Aa�EpuyL�o>h6ojlfMp.E;. � s
Job I
Truss
Truss Type
Qty
EL D
A0074378
65019
FL04
Floor
1
�PIY
1
�Std-Pac/6511
Job Reference (optional)
Al KOoT 1 russes, Fort Fierce; r-u sva4b, aeslgn(danruss.com
0-4-8
1-3-0 i n n, 2-6-0
in--ce
1.5x4 II
4x6 11 3x3 = 3x6 =
1 7 1 4
KUM 1.04u5 vcs s AU I n,ru: O.ULV s nuy J, cU ro evn, ce u,uuou,na, ""' "U.. -- ,o. — r �� U ',
ID: W?quLcr?Re?LfzLe98RjH4yHM91-IOHiuy8mSfC6N8nlDK58Da2NB4EcUozpsaLps8yNsE
, 2r —M i 12-14
Dead Load Defl. =1/4 it
1.5x4 11
1.5x4 11 3x3 = 3x6 FP= 3x3 = 1.5x4 11 4x6 = 1.5x4 11
5 6 7 8 9 10 11 12
1.5x4 II 5x6 = 3x6 = 3x8 MT20HS FP-- 3x3 = 4x6 = 3x6 =
1.5x4 11
Q 4-a 20-8-14
rites_gn-G-A
Plate Offsets (X Y)—
[1:0-3-0 Edge] [14:0-1-8 Edge]
[18:0-2-12 Edge]
[19:0-2-8,Edgel,
[20:Edge,0-0-121
LOADING(psf)
SPACING- 2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC
0.71
Vert(LL)
-0.2714-15
>898
480
MT20
244/190
TCDL 20.0
Lumber DOL 1.00
BC
0.88
Vert(TL)
-0.49 16-18
>500
360
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB
0.80
Horz(TL)
0.02 13
n/a
n/a
BCDL 5.0
Code FBC2014fTP12007
Matrix-SH
Weight: 109 lb
FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) `Except`
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-13 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
13 = 1316/0-6-0 (min.0-1-8)
1 = 1316/0-4-0 (min.0-1-8)
Max Grav
13 = 1316(LC 1)
1 = 1316(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-1140/0, 2-3=-1138/0, 3-4=-1138/0,
4-5=-3815/0, 5-6=-3815/0, 6-7=-4290/0,
7-8=-4290/0, 8-9=-4290/0, 9-10=-3314/0,
10-11=-3314/0
BOT CHORD
18-19=0/2735, 17-18=0/4290,
16-17=0/4290, 15-16=0/4290,
14-15=0/4091, 13-14=0/1945
WEBS
1-19=0/1671, 7-15=-361/0, 4-19=-1865/0,
4-18=0/1260, 5-18=375/0, 6-18=-858/0,
11-13`--2269/0, 11-14=0/1598,
10-14=-307/0, 9-14=-906/0, 9-15=-71/641
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
9e'�rcA°Iheu�ncgFJyreiier6ie!11AOt 05r41(F1'6FNiilLittflSd(Dk�AlIQ9S�ISTDNI'bDPH dr1AC&TK'tNfAl'Inert'edta.���zr�,(aeApDo(�an idG�r1+I.bra,ref.r•sA�itd.n.�e;ti�e::.nsr�ealhtuu,'raij
WTnticunT�stiV�ZSAvs(Mde1C0a1sieNt ►seTrus Dnnfia, ,Il 57ttiebT Egb!is MJeduewJUUTgMtmmmrpts�iAt4TnfessuntecpemeFrujwvN brRe les.�AltaFsadehss+te}t�eAa6ilDD edru(n Tjl Jkdesgersn�(tin;<hrt mlaimilh6MLh
' : �} �. ;Anthony 7;'Toirilxr IIT, P;Er.
aaioGNtiis`In4siA¢/�It¢giS9Ansr ndirtidtv,0ner 1�0ro:eseiLmdeivta6e.G1frtr0esmrr tidA;atteildneq(tAe l{..,nl�lrlmleArmyote�IMl;)tgPmeldUrtODNathsHrtedlk trrss;,�idx�Fmd'a�9�¢e�4sMmTe��e�s5e�gxres�i�1*A7d
Barn aj7es�s�tbM ean(,vr�a®?Fceti,dls<Tm,usaanudenrt+a,iait tisl;xnf rr9 � ,tkvj�t�ga ln�(sru«e,et ereac�ueKd�m u"h}I&5asi era mr rrt MaeTr, pe w Ti�s> �ynyyuueaTms„raeaA,r .r�s's � pD6VA 49515 Ly . a0 .
,. d
cs..i,�EeN` IjafN tlalru/ti�tfah giT(DjMt-wr�I+,N'_Ilitnss t4sip:61b�tt56LT93Gd yFeslpet uTntsSJ.('serf%!NS��tIWg4,/Jfogh�uefwfu„e ldu.lhlrll . - �FOtf-P.IOrGe� FL•,-*46
--- `�- iapj�igfilW�01bA-ilogllrusses AnihcnpTTDm411I1PFSyprodoein>iohfiisdacamegt,roofivrm;n'pradi6ileEixrtAcurt6exTiaenQamission4oarAlgootTruis.'es;AmEonrTToin6o,11C":P:F;•
Job
Truss
Truss Type
Qt.y
Ply
Std Pad 511 EL D
65019
FL05
Floor
4
1
A0074379
Job Reference (optional)i
M s MUM s r0sses, r0n r,erce, rL ayewo, aessgn�C_Ua nruss.c0m
0-4-8
1-3-0 ... . 2-6-0
3x3 =
5x6 11 1.5x4 11 3x6 = 1.5x4 11
1 2 3 4 5
20 19
1.5x4 11 5x6 =
LOADING (psf)
SPACING-
2-"
TCLL
40.0
Plate Grip DOL
1.00
TCDL
20.0
Lumber DOL
1.00
BCLL
0.0
Rep Stress Incr
YES
BCDL
5.0
Code FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-11-5 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
13 = 1358/0-5-8 (min. 0-1-8)
1 = 1358/0-4-0 (min. 0-1-8)
Max Grav
13 = 1358(LC 1)
1 = 1358(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-1179/0, 2-3=-1176/0, 3-4=-1176/0,
4-5=-3986/0, 5-6=-3986/0, 6-7=-4575/0,
7-8=-4575/0, 8-9=-3457/0, 9-10=-3457/0,
10-11=-3457/0
BOT CHORD
18-19=0/2844, 17-18=0/4575,
16-17=0/4575,15-16=0/4575,
14-15=0/4303,13-14=0/2018
WEBS
1-19=011728, 7-15=-304/0, 4-19=-1946/0,
4-18=0/1333, 5-18=-368/0, 6-18=-981/0,
11-13=-2355/0, 11-14=0/1679,
10-14=-298/0, 8-14=-988/0, 8-15=-47/683
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plate(s) at joint(s) 20, 13, 12, 1, 9, 2, 3, 19, 16, 6, 15,
7, 4, 18, 5, 11, 14, 10 and 8 checked for a plus or minus
0 degree rotation about its center.
4) Plate(s) atjoint(s) 17 checked for a plus or minus 5
degree rotation about its center.
mun: r.bvu s um i cu r0 rnnc: o.uzu s Aug s! zuib ms leK mausfnes, inc. mon ucrs> 10:1S:01 zu1b rage
ID:W?quLcr?Re?LfzLe98RjH4yHM91-IOHiuy8mSfC6N8nlDK58Da2Ql4DCUoYpsaLpsByNsE
2-M „ 1-10-12
Dead Load Defl. = 1/4 h
3x3 =
3x3 = 1.5x4 11 3x6 FP= 1.5x4 11 4x6 = 1.5x4 11
6 7 8 9 10 r 11 12
18 17 16
15
14
3x12 MT20HS FP-- 1.5x4 11
3x3 =
4x6 =
3x6 =
21-4-12
21-0-4
):0-2-8,Edge)
CSI.
DEFL.
in (loc)
I/deft
Ud
TC 0.57
Vert(LL)
-0.3414-15
>738
480
BC 0.91
Vert(TL)
-0.6114-15
>412
360
WB 0.82
Horz(TL)
0.03 13
n/a
n/a
Matrix-SH
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
b3
3x6 =
PLATES
GRIP
MT20
244/190
MT20HS
1871143
Weight: 112 Ib
FT = 0%F, 0%E
Baas=tiers, tkn,gtdprme•(3v'1) YJCrI�'SSES4'SFlta'�H�71t1FtYSaCpNEIIfCASNST0Yj7tlpti^ArJ11G'�.��J:fAt`Ma..Ycfrplw5spsenMtul'tedrahrnNSTmsCes� ksvxjR OI��He1tlC�ejT 1c:3g1Y,f L.Iefe,e�.e16eN�6uae:9rJnrNiFViushie;ort�1Q6 m�
:..:. IgU7.ecxar) SslilCkaulluilelCU?11, ►yrTr�sDn�lipu 9z S�adryrry. exJSrsMamJWte/mmsmeaee!axx(as)r�etsaalapRakpmlwuldaftmEahs.�,rpdeaa imsf fnM,IDD rdt erin,ii!-T�&sgsesuopA,gs,hetalmlmm;>,nhd,ry. �JUjtI10Jl rt"'i ...bd 11 PiE:
cd�utlMsl,�smgi25itrerrfidtttOner lllnuf,eAlw'iVremerfle - ., `r Y -b�.. pn)reTaduuaniensei�CAd�rwdrlowaayudidlflfsyn,rfddelpaeor)rrfh�dnerJns�r�ias>C,e•mnvx.uaGo�snkAxresar+a80083.....
kory+PB;�et�(c�[�,. Rpittts srfrAm@tROedlle)mli¢S enl prfdnKrflalafl'of ErayiSfpA:mea'aA rCSfjrrfliyl:d 1N mf5KlerlreMNaAktpewf)ilnse lP�l tiriirrsr�tCauGnallAsstl.Pius,Uesinut7Rcs&e,gaermdl[�srmtsere�eu
44515E Cu�le Blvd.
iTeilefi)zlgqtapredsprtA.�nis•nmyiitll)vdsstnal,rl lhlnsspsy, Egheethh;7>Dtr+di�feti9grciHTnsSSate1S�FJ Im�a�JpopAo'e!xotn. eijdaHpTin. §�P
' CAp1TigM� gibktto"olTruspss;Aiffi`eiryl,TAmSpIIIPEReproduttinAolflii{dasemerJfsepnyTfirW,iipro68115div1lisuMh`e�itlthpermssu?oTjorclAlBpotTrq`s;e"s`-AollonyT.:ioidEotlt,•p,Ex
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074380
65019
FL06
Floor
1
1_
Job Reference (optional)
Al hoot I russes, t-on Fierce, t-L 34`J4b, aestgnLaiiruss.com
0-1-8
H1 2-6-0
3x6 =
Kun: muzu s Aug ai zu-in rnni: b.uzu s Aug st zu to mt t etc tnousmes, inc. mon ucc a to: w:oz zu to rage
ID:W?quLcrtRe?LfzLe98RjH4yHM91-mar4619ODzKz IMxnlcNmn�aaaRUaK�DJuz4E5NNbyNsD
2�-4�' 2�2 � li —0� i� pYt -�3��
Dead Load Defl. =114 it
4x6 = 3x3 =
3x3 = 3x6 FP-- 3x3 = 3x6 11
5x6 = 3x6 FP= 5x6 = 3x6 FP= 3x6 11 4x6 11 5x6 = 3x6 =
10-4-8
LOADING (psf)
SPACING-
2-0-0
TCLL
40.0
Plate Grip DOL
1.00
TCDL
20.0
Lumber DOL
1.00
BCLL
0.0
Rep Stress Incr
YES
BCDL
5.0
Code FBC2014/TPI2007
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T1: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP No.2(flat) *Except*
B3,B4: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
22 = 1008/0-6-14 (min.0-1-8)
13 = 348/0-4-0 (min.0-1-8)
16 = 1527/0-8-0 (min.0-1-8)
Max Grav
22 = 1013(LC 3)
13 = 387(LC 7)
16 = 1527(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2426/0, 3-4=-2426/0, 4-5=-2159/0,
5-6=-2159/0, 6-7=-2159/0, 7-8=0/331,
8-9=0/331, 9-10=0/318, 10-11=-315/0,
11-12=-315/0, 12-13=-317/0
BOT CHORD
21-22=0/1587, 20-21=0/1587,
19-20=0/2618, 18-19=0/2618,
17-18=0/2159, 16-17=0/1469, 15-16=0/370
WEBS
11-15=-262/0, 13-15=0/462, 6-17=-463/0,
9-16=-320/0, 2-22=-1795/0, 2-20=0/969,
3-20=-274/0, 4-18=592/0, 7-16=-1916/0,
7-17=0/1 177,10-16=-604/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
11-4-8.12-4-8. 16-1-10
CSI.
DEFL,
in (loc)
I/defl
L/d
TC 0.61
Vert(LL)
-0.2318-20
>830
480
BC 0.79
Vert(TL)
-0.4518-20
>423
360
WB 0.56
Horz(TL)
0.02 16
n/a
n/a
Matrix-SH
4) Recommend 2x6 sirongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strong backs to be attached to
walls at their outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
22-5-2
PLATES GRIP
MT20 244/190
Weight: 143 lb FT = 0%F, 0%E
��:rheset�nyilptentwN�'AI�C lE'S�SSSEtIrt"�6FMfl1l TEI611&(+JFY�OCISMrONj'rCtfl,R�kC'hiii.EUfAI'rhiv:: Yclr(,iLlStrtll9thtt0�ttfA011tSplLStfPSi CIfgOVidY1914 GCf t[di� IHLarITASS/1Jr.E�Itip®:Eel EtHn RG•IIdtSSttIt 4l,ltint{tt LSITCC,tlIr
.�, WTesdrsmtrh;etshtiknlhttlerCltaltNU:AstirusDngr(u�1t ��rtpttp rzstdgmmicprnmttK��agtisttcerttlnwatup�te,ptsuu��rtetes�4fesI�<stee�nenrkmntdraatrrr�I,tteiery�,p,unr�nR�s."tr�gmr�t�>ut ',,gjtthon T`7oiiillo'III�-:P'iE:
` B�Sfdtmti,t SfJt lO 1pll{tEi i,AttttrOKJ,idrd{ilOMIN IM Ot,tetiaAl!m�(e?^d QritPihldtp OlLORIutlnldlSlllr At U(,tl{Hllq'�1rsgUk�tN1%C rrt[j9t111�Fr�rCCl1{IfrJitFJi{tdt3t inSf �S{U�IComJfnf hfhn6U ft.4H`wy k519 �toitSKr675{:?j Er....: Y f
aasnat�aestt�c�+t:stun+iaeatroa,t{atl�siyu�nK}luranlohajta"t i4!pGrttwrts�Inmsuut�;nlrnraxrttaa.ntPllsm�ttgK�ro,ml�awerat rn,sde:itutr.q�terrcun�sni�t::
445
tpctdulinpt�uniri0rK10 a6n wdttd. T!?fnssl�vy rapper„ l.Ci@i4diq ptt.p:i,ttrn,s Srs??Eviveet�ocllafdnp.11fogia`uel�'arsv�4iyduJlalFFl ,
FottP.lerce; @L,39946
` - ioppig(if0:1016Js=1Fpu)irpsksAoMonrl,Tpm6dlR,p;E�NspmtutndnollBis'tlatumgrtnoriribrm,Kpto6i6jlgA:ilithcotth"ee�iggnpertmrsronliomAlRpofTmssri=,AalEooyilaig6gllS,PP,` '
Job
Truss
Truss Type
4ty
Ply
Std Pac/6511 EL D
65019
FL07
Floor
2
1
R0074381
Job Reference (optional)
- rt ur Iuaana, run rrcnx, - a Va u, ucsrynlwa ruuas.wn!
0-1-8
H' 2-6-0 ;
d2
4x8 =
null. o.ucu a . ug a ! cu 10 r! lni. D.ucu b t%uy a ! cu 10 !v!! ! ex muusules, uec. !vlDn vcr a ! ! D: w:De Lu ! D rage
ID:W?quLcr?Re?LfzLe98R)H4yHM91-mar4619ODzKz IMxnlcNmnaYGUY3DExz4E5NNbyNs[
2-4-8 �' 2-0-0
4x4 =
3x4 = 3x6 FP=
3-0
Dead Load Defl. = 5/16 i!
3x3 =
3x8 = 5x6 11
3x6 = 4x8 = 3x12 MT20HS FP-- 3x4 = 4x4 = 3x8 = 5x8 =
11-4-8.124-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 40.0
Plate Grip DOL
1.00
TC 0.75
Vert(LL)
-0.37 18-20
>720
480
TCDL 20.0
Lumber DOL
1.00
BC 0.93
Vert(TL)
-0.71 18-20
>375
360
BCLL 0.0
Rep Stress Incr
YES
WB 0.88
Horz(TL)
0.03 13
n/a
n/a
BCDL 5.0
Code FBC2014/TPI2007
Matrix-SH
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T1: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-11 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
21 = 1438/0-6-14 (min. 0-1-8)
13 = 1446/0-4-0 (min. 0-1-8)
Max Grav
21 = 1438(LC 1)
13 = 1446(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP -CHORD
2-3=-3779/0, 3-4=-3779/0, 4-5=-5187/0,
5-6=-5187/0, 6-7=-5187/0, 7-8=-4356/0,
8-9=-4356/0, 9-10=-4356/0,
10-11 =-1 254/0, 11-12=-1254/0,
12-13=125710
BOT CHORD
20-21=0/2207, 19-20=0/4759,
18-19=0/4759, 17-18=0/5187,
16-17=0/5058, 15-16=0/3067
WEBS
13-15=011842, 5-18=-342/0,
6-17=-502/121, 2-21=-2554/0,
2-20=0/1834, 3-20=294/0, 4-20=-1144/0,
4-18=0/839, 10-15=-2115/0, 10-16=0/1505,
9-16=-314/0, 7-16=-866/0,
7-17=-208/715
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Plate(s) at joint(s) 19 checked for a plus or minus 5
degree rotation about its center.
5) Plate(s) atjoint(s) 22, 21, 1, 14, 8, 13, 12, 11, 15,
18, 5, 17, 6, 2, 20, 3, 4, 10, 16, 9 and 7 checked for a
plus or minus 0 degree rotation about its center.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP .
MT20 244/190
MT20HS 187/143
Weight: 121 lb FT = 0%F, 0%E
gcx.°I=fleneyrzuer9f'll tgC°I�fSES(YEItFt'�,6EM0lC7rii1SE(7%iIIICASC9S1UHj7PfFl.�i�4"B��EIltAI'Efna;iett de-vy,InonilGsa�lYe�vferulilsTmeCe:��yov�yl U[�ad9cld�syi7wn+,I�,JE�letaa;e�Kfl,¢rti,Sl:OdelfElYt"IISffM[dK1itI�C Kl�y
l4Teaxsgn;kalArUkn.IM4e1C-0aitil9i ts�ir+uDefEinu'�t ipahfripud prteEKwfi07ryn31m®me+sarstMpr<eswaYagcxmryror��ul(ighrksga7�sstBala?t7UDntGWnir11_JPdrsglastnylw IKta9ra/aen'Rml�lat ',. Anthoti 'T'.Eld II --
Stdtfislrctst$uyl lulrnsyerd3d(d!$,Ovw (Fn iruif,e uhyierdK9eelNt§ir t?iystt'4,Aioch�dlSeld(.AeB(a1Ql Um 4a u(}u{1Pkl��t?4R!rilddil00ia1¢r�'ieHatedMx iK}s'sxG t3tcid'�iFt%ut ksMv�te�6eu� 9k1k.•Is{iCsd.yyiA�. `: Y TO „..$,mPE-
woe Ir.
rtesyokxr�ateneav rs.srn:�rtM�rte2onml�mq�odnarvptdwtA%uyRalr�nd�(Jmetlue�WL7plftih�lIflmlSttire/elemrelhtgenifyviuilPrlrisroeDy9ngdtadDcfhfVe(rtairnsLynSpaiymdlnzs6a8mFairuen
0083
. eariuiffusp,Gmeaalttepgalq.nmp�fllljusnwalcEl Dr trisstef�hgriaiiea>=9;p eest„nrnsss„g enyn tmp �rao 4ndx�o;vvildaPi,mt _ St:"
Blyd,
eFortPier<CilL.3y446
I;gppig6l �! �Olb A,i to"o) frosks �nfh'a'ppt,Tom6b111 P E3 teprodogiBgoltlii{ dacumect<ta anj ($tm, is prnt�i(gd vnffiaotlhe e�iltcrt¢ermissinotioajA l toot Tre't;e'i� AalEonyi L.om6ollPP;Eg <
Job r
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074382
65019
FL08
Floor
4
1
Job Reference (optional)
A i moor T russes, ron rieme, rL J4d40, 0e5lyn(WdLtlUbb.Wn1
0-1-8
HI 2-6-0�
Rull. D.- O nuy o l w i u -irls. o.ucu a nuy � l �u w �.,� o,. �� wu�u,w, �,,... ,.,.., .- -., � ,... ,-,- , -- ,- , oy..
ID: W?quLcf?Re?LfzLe98RjH4yHM91-EmPSJe90_GSgcRx7Ll7cl?7kXtuQylz6Jugwvl yNsO
I 2-0 i 1-3-6
i 1
Dead Load.Defl. = 5/16 ii
4x8 = 3x4 = 3x3 = 3x6 FP= 3x4 = 4x6 =
0 1 2 3 4 5 6 78 9 10 11 12
�1
%\'
�i ME'
1
imi
L1\1
%\IN
i
00
to
3x6 = 4x8 =
LOADING (psf)
SPACING-
2-0-0
TCLL
40.0
Plate Grip DOL
1.00
TCDL
20.0
Lumber DOL
1.00
BCLL
0.0
Rep Stress Incr
YES
BCDL
5.0
Code FBC2014ITP12007
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat) *Except*
B2: 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat) *Except*
W2: 2x4 SP No.2(flat)
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-M oc bracing,
Except:
2-2-0 oc bracing: 17-19.
REACTIONS. (lb/size)
20 = 1478/0-6-14 (min.0-1-8)
13 = 1486/0-5-8 (min. 0-1-8)
Max Grav
20 = 1478(LC 1)
13 = 1486(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3912/0, 3-4=-3912/0, 4=5=-5478/0,
5-6=-5478/0, 6-7=-5283/0, 7-8=-5283/0,
8-9=-5283/0, 9-10=-3150/0,
10- 11 =-3150/0
BOT CHORD
19-20=0/2275, 18-19=0/4961,
17-18=0/4961, 16-17=0/5478,
15-16=0/5478, 14-15=0/4484,
13-14=0/1219
WEBS
5-17=-330/0, 2-20=-2632/0, 2-19=0/1910,
3-19=-293/0,4-19=-1224/0,4-17=0/917-,
11-13=-1881/0, 11-14=0/2253,
10-14=-312/0, 9-14=-1557/0, 9-15=0/932,
7-15=342/57, 6-15=-762/232
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
3x12 MT20HS FP-- 3x6 =
3x4 =
CST.
DEFL.
in (loc)
I/deft
L/d
TC 0.65
Vert(LL)
-0.3817-19
>730
480
BC 0.92
Vert(TL)
-0.7217-19
>380
360
WB 0.64
Horz(TL)
0.13 13
n/a
n/a
Matrix-SH
4) Plate(s) at joint(s)18 checked for a plus -or minus 5
degree rotation about its center.
5) Plate(s) atjoint(s) 21, 20, 1, 13, 12, 8, 17, 5, 16, 6,
2, 19, 3, 4, 11, 14, 10, 9, 15 and 7 checked for a plus
or minus 0 degree rotation about its center.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
4x8 = 4x4 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 120 lb FT = 0%F, 0%E
' 6rdn=Neel,16ulgrlprerierM`SI!(Iti 1�YLS�'SEii 6EAe7li liWS3(9![IMn013if1!� fii^lJNCti iCEUfNI'.fna Sed /L ' �' �ya1m...,�tk,lHNert'Ces'aWt[,ielve,a�led}r6lene:,:UelerselNlnustrtelnlEe16tl a1, '._ .. R 17C ( VSlj[f99del,®i1Kl�e1tlM91MiCef
Wrerur4er{'c'xsdilrMes�IMAeTWmh,dd: ►stTressgxi{t,[ 'It Spetldq fipxalaeseNnuelUOre{lnursmwegssxdW{Meswnl erP.:e�arnlx,ilQeSbrRslei d isjNi'gssleyi�elnMlDU odl nln.IPj )„Ik iesgTnteo{rws lsr ndams7nekJep' :A ftiho'ij-TTdhib& III-PiE;:
�- hd tudfisiretsr.t�lg4trz{il tlrresprAifrtjotta.Oner w's DnmsembmNapdai6e.U�7pa}Otuap a�adeddtle liLA 8f n111`[Itta �lAquCe¢41N1 rjz4und6rlpUNvr�eila�edTlt frs�[cdd,etaMle7;�ne tlstdMue �'s�g�e9le�zrtipa5ddtljd '." Y
' tlarma�pu��uttmnnrnpa"wessaewm�eieo;disep���`imirddusd,xD�u�(�aTaxdlar��m9irzsnnl!aUlel�i�abllnmlsttae/drrn�f�peuu��t,etriit�sms,equs�+anwa4xsG�s7„sotusa�lrast�:ryv�vquaalmss����rtr�rr�sss
8Q083
rla.I;rtifisNbfatepmagjiu0gai i,,�wsplri➢ju�dss inriitA'rielnisl!xFes`6puers i:T�sA3l�.y @es.ry; uTnssflet+� Eei6epretpj!`Alfb}„{tl olnelwnstndsidotU,;TRI:
• •• •- 44518t Llici2 Btpd,
- • ;Folt P.Eerce; FL �39946
- Soppighf:�:�DIbA-Eto",u)Trpsus Am6goy3�Tpm6pQi'P> NsprodoTpeppilhiidoremest lRogyfonn itpmdT3geEv;lthautrhggmgp.per�isuogfrualAl PoofTryi;gt,AolAanl•Taom6otisP:E;
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D ,
65019
FL09
Floor
8
1
A0074383
Job Reference (optional)
F1 t mom t russes, rorr rterce, rL wtma, oestgn(gval lruss.com KUn: /.o4U s ucc / xuio vnni: MUZU s Hug 31 ZU1 b MI t eK maUSmeS, inc. Mon ucr Jl 1b:T3:b3 ZUIb !'age
ID:W?quLcr?Re?LfzLe98RjH4yHM91-EmPSJe90_GSgcRx7Ll7cl?7gMttAylw6Jugwv1 yNsD
0
W8
0-3-0
H L 2-6-0
1.5x4 11
3x6 = 3x6 =
1 2
Q5-12 2r °-0
3x4 II
1.5x4 I I 1.5x4 11 3x3 = 3x6 FP-- 1.5x4 11
3 4 5' 6 7 8
Dead Load Defl. = 3/16 it
3x6 = 1.5x4 11
9 10
3x8 = 3x8 MT20HS FP-- 3x4 11 1.5x4 11 3x6 = 3x4 =
3x6 = 1.5x4 SP--
LOADING(psf) .
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC 0.92
Vert(LL)
-0.23 14-16
>952
480
TCDL 20.0
Lumber DOL
1.00
BC 1.00
Vert(TL)
-0.40 14-16
>552
360
BCLL 0.0
Rep Stress Incr
YES
WB 0.64
Horz(TL)
0.08 11
n/a
n/a
BCDL 5.0
Code FBC2014[TP12007
Matrix-SH
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat) `Except*
B2: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
1-4-12 oc bracing: 14-16.
REACTIONS. (lb/size)
11 = 1185/Mechanical
17 = 1170/0-5-8 (min. 0-1-8)
Max Grav
11 = 1?85(LC 1)
17 = 1170(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (1b) or less except
when shown.
TOP CHORD
2-3=-2923/0, 3-4=-2923/0, 4-5=-3470/0,
5-6=-3470/0, 6-7=-2877/0, 7-8=-2877/0,
8-9=-2877/0
BOTCHORD
16-17=0/1796,15-16=0/3453,
14-15=0/3453, 13-14=013470,
12-13=0/3470,11-12=0/1728
WEBS
5-14=-397/214, 2-17=-2059/0,
2-16=011316, 3-16=303/0, 4-16=-675/0,
4-14=-315/524, 9-11=-2017/0,
9-12=0/1341, 8-12=-342/0, 6-12=-886/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Refer to girder(s) for truss to truss connections.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 99 lb FT = 0%F, 0%E
: .,,.. Fwsi.ttnu5z,aeihr�n"f�COrAUiSRs",sBE'�y�afUtl�S�3N�rH7�SfFStOk"IO+fl'j!'CE)Yl(Ratsf"4:sdrdes�kaEt�pttxsvitmdxiunPos.t�stmtdSHr'a5ri"eU}a�roMlt4mgT;Ism4rIWP.€IeMrtq.S"aofkfxgru�g:Ntseiuildsd[ask#�170,uh
s:. �Ltei3mhhrl:gfssdlien hcRifrs tr}trt�l,:d)i�rtSgeVplga?et(N S�u?S dr txlnee}.TDieketertf®ngizitedfkP�Stat�%i.a7areegnspen�3rhr9tdestgdpe,s'ijttircu dl�rwpp r7exl/rtinitl-liTx�gssysr*eechtdaicetFBtKiti>el;6w r ... ..
aisesPil�`s»;fx Frr�gnw,n sue' R,1lU+ �p�tdkRrr`� firth[age�geptiiis�dtletit�it!(t�Giral n�wtRFilx kt u1"`"6elie;tlRsTi,�uiiJ S�stiri;l�r7seat�&`ea3�kx5rsE, yd ,�SiithOny7��"9ti1b611dP:E:•
:•.,�, �1tltildArl4sipet mf,t�id.ldlaslxslelut}a"�si�ciskrpitms»��n5ee-pkeEafdiPA:laianMSiLtj(3�ms�7wi GT�?.ltl�l�[sltdSs(int ehm.zd�'rsn�Te�Eisfli?4ldarnnM��s�+t�n�d#tiesdMTnse9tt,p?4?.tlfcErugsPpunrslir+,;s leadr.�u !�3a.... 44Si S�t Li1tiC�OCyd.
.' >>ltrr:lDttixFFaiepetl rytsbirlro)rtUn coshed.rsrFmsDtsgetrpxuh[rtntn'mrDtsyw�amesrjsieEgrtrrtlar58drytoPTTan,aersdZtes n`Hi.
• _ Fort P, 4kk FL:34.9,46
(dprtig4f�701SR;►poclTi'ussos,.Antfiangl.Tcgs6olll}P,FaAepiedadi3nalks".dammentseonjfamtsPto�hifedWe6pu4"theszistertpeimiisrodhom°AtAcutTsns"se"t,-Aetlsonyl:luinD'o111Y;f
Job I
Truss
Truss Type
'Qty
Ply
Std Pac/6511 EL D
A0074384
65019
FL10
Floor
1
1
Job Reference (optional)
Al ROOT 1 russes, Fort Pierce, FL 34946, aeslgn@aiiruss.com Run: /.690 5 vci / AU la rnnc o.ucu_s mug o ! cu !o - ! cn n Mu — es' r'G. lvi— via a i w. w.,,-. <ai w . oya
ID:W?�quLer?Re?LfzLe98RjH4yHM91-izzrX—AelaahEbWKuSerrCgtaHJ2hBwGYYaUSTyNsC
2-6-0 I —I 2—M
Dead Load Defl. = 3/16 it
3x4 II 3x4 II
1.5x4 11 3x6 = 1.5x4 11 1.5x4 11 1.5x4 11 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11
1 2 3 4 5 6 7 8 9 10 11
19 17 16 15 20 14 21 13 22
3x6 =
3x8 = 3x8 MT20HS FP-- 3x4 11 3x4 11 3x8 =
9-3-10 10-5-2
3x6 =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl
L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.83
Vert(LL) -0.34 17-18 >660
480
MT20 244/190
TCDL 20.0
Lumber DOL 1.00
BC 0.58
Vert(TL) -0.48 17-18 >466
360
MT20HS 187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.65
Horz(TL) 0.07 12 n/a
n/a
BCDL 5.0
Code FBC2014/TP12007
Matrix-SH
Weight: 98 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
5) Recommend 2x6 strongbacks, on edge, spaced at
BOT CHORD 2x4 SP M 31(flat)
10-0-0 oc and fastened to each truss with 3-10d
WEBS 2x4 SP No.3(flat)
(0.131"-X 3") nails. Strongbacks to be attached to
BRACING-
walls at their outer ends or restrained by other means.
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
LOAD CASE(S)
BOT CHORD
Standard
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
12 = 1201/0-5-8 (min. 0-1-8)
18 = 1201/0-5-8 (min.0-1-8)
Max Grav
12 = 1201(LC 1)
18 = 1201(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2933/0, 3-4=-2933/0, 4-5=-3567/0,
5-6=-3567/0, 6-7=-3567/0, 7-8=-2933/0,
8-9=-2933/0, 9-10=2933/0
BOT CHORD
18-19=0/1755, 17-19=0/1755,
16-17=0/3524, 15-16=0/3524,
15-20=0/3567, 14-20=0/3567,
14-21=0/3524, 13-21=0/3524,
13-22=0/1755, 12-22=0/1755
WEBS
5-15=-481/188, 6-14=-481/188,
2-18=-2049/0, 2-17=0/1374, 3-17=-302/0,
4-17=-733/0, 4-15=-254/601,
10-1 2=-2049/0, 10-13=0/1 374,
9-13=-302/0, 7-13=-733/0, 7-14=-254/601
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) 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:
@_IkesetlingMpinx6lr"i�B0C 18YtiSS?SittEt�, HDaIGTEltlSd(Okd00r541S1019j171HZ iQYgP�?..'E171tl1'JtiicYed�hugTvteeeismltodaNtsutusTmaGn�i gimjQUi�adneltlL�L7az3oID,rCrdi!®cAm6elmraseDdesttik.�iestrtedn4 V4 r
...-'. WTIr¢CE7tirY1i4111ik PSIMt1e TC-0sSeltillf►it Trill Otup,Erpc,�{�LSnDtiry FlN!lMyixt�q{lYTDI!(HfiStitf¢mlrt8(PtrRfr¢R(S4gr¢SIC¢RjRSINW�IKSiQIIK'�A�Nfb�T'4SDt�I'k{H11lTDO idj li�R}i„Tke<t�,.,sm�w Iti�¢ieuts.;u��R. !. ,phthony T'7omCxs�S1I,P.E;:
�. v�li4dmslronh,mlytt�llitit¢rtr�irttpftu,Ov!¢MsO.arteabmyeYma9e;GiifarOru¢u'ia�uiletl i7l>e lrGAt R(n!A!b¢tiff�adirliRll'Tk.gs¢!e<HMTDDarm,fitd oietl He¢asrsodds lalDd��oe>Emneulp t:dklm;ti5t9kdzaFt??sb fitf
.,, 'w
. MrA'd9' ,OBIT.pGIQLIMDIIMSaGiKLgid16RB'RDISINlj19tl1¢idrrtirlY¢Htr�1�I411IWr16IFC'v'tlS>♦9r.�'A�¢dWi..,yrSedit#DS�IflW�SiIdl111lltlblNl4t{¢t¢I�iC3tItTrIRS$9,;ieums�tgrufrntsaesitsaTiHtcryaytmee�meTxxsys�reisn :i1c1e91.Vd
:'e1;iUittuudharainM�radsj7ltntostltrU)atlsmd,+el'TielnssRup6�hens"6Cr93G38�C23!ari:itT¢icSlmsl,{n�ah�q�,l�sr..piopate5xmsmm/d¢;,i�ml,. 4 515t I
� �FRrtPterce; F1;39946
CopjTig6rO101bp=Fv`a)Uosks AolhonjT,Tpmbolll,Pf Nepradufiagilkh{8arameirtiriuoYT6m;ispro¢i�uedHrtbautrhe TKin ptro¢sionl(oA1Roofhq"s7e"r'-AelEooyT.+T,omtiollf¢P.E;.
Job
Truss
Truss Type
tatty
Ply
Std Pac/6511 EL D
40074385
65019
FL11
Floor
1
1
Job Reference (optional)
Al Koor i russes, rOn tierce, rL J4`J4b, aesignrmairrsss.com Kun: i.b4u s vct i zui o Ynni: MUZU S AUg Jl Luib MI I eK Inausuies, Inc. Mon uci Ji i b:lJ:b4 Zulb rage
ID:W?quLcr?Re?LfzLe98RjH4yHM91-izzrX AelaahEbWKuSerrCgxoHMxhJBGYYaUSTyNsC
2-6-7 2-0-0 2-5-2
1.5x4 II 3x3 =
1 2
3 3x3 =
2
134
w
i
\ i
7 6 5
1 rvd II 1 Svd II
3x3 =
3x3 =
2-9-7
3-9 7 4 9-7
7-5-10
2-9-7
1-0-0 1-0-0
2-8-2
Plate Offsets (X,Y)—
f1:Edge,0-0-121
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.56
Vert(LL) -0.05
7-8
>999
480
MT20 244/190
TCDL 20.0
Lumber DOL
1.00
BC 0.39
Vert(TL) -0.07
7-8
>999
360
BCLL 0.0
Rep Stress Incr
YES
WB 0.19
Horz(TL) 0.01
5
n/a
n/a
BCDL 5.0
Code FBC2014/TPI2007
Matrix-SH
Weight: 39 lb FT = O%F, U%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 =
477/0-4-8 (min. 0-1-8)
5 =
477/Mechanical
Max Grav
8 =
477(LC 1)
5 =
477(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-567/0
BOT CHORD
7-8=0/567, 6-7=0/567, 5-6=0/567
WEBS
2-8=-656/0, 3-5=663/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
sxs'r}trmuxgs':1 ICPSlitli56�',3EC::ik�gUk�IEiVS6rUlt6sIF}s6�FilFtq"IPrEr`,tOf.E),YI,E�'uaT+aa�f:,dtls p#ma'ufastih»fattauriBTt�ssf�tr�[sam9�?OP}mf�iAa�jT:tfeieJ�P.E.lehngSSsrlEdn tsa9eNssd',�y7nrtaidwdsl8kut�
zi�7•etlarlan sbStil nedfsmti file �! tsnr�ss�+�.rcuga 5r.�?sr ne snru�ypenyne�arkpanr�.qr,�ngath<nr�s,�ri�ssaasn.r,9w�.,enrni T��v,e�c+s,mrt�l�n :Nithony:7: Tombe7l1;PE;-
K(red�nj,nshrmy ia-S%txhl nsFrasi.0+st,J1'C sel5si}iaLrSaficednr�dts.ysr eriec� e{prlr4iu UtmCtGdk:gcdxeasliFlTi�W}iarddrirl'DmuM4rx rFpsTn;«{4gz.h",`tmetRdiva9h6+nspmtal� ':: •k,600$3
>•�.. rrtnuoroiigsvw�sA�tnasSs3a xt�da.T'a u�MpeCiasna'`yne�us�k�tatecgtoz�autsdent�iiad'.eal6tsdys�rX�ls rtlrtsu4muh,ncetiajs�NSettcn riyflspan;Si_tsyasuNfac:bddimssicaiSxsp e,�zmcGsu7r>rjwer.xi inuNp<aeric?r m�eq -:
rdNlinrsalsrtnYq�n,Kaiylre:,.jeL.�scishti,:rrmUdEgvern tTmtutig9ssgwtarnss S�k¢Eepimaree, Ynit; !t iH4t,!`seasaexs ldueu`Nl, : 44515t 1{tcIC BIVCI-34
. '
•:
..- •- • iapyng�twX016A1 io6itipFses, Agifioayi;TomhaSll P,E: NepradnthouulRi¢;dnrug7taL,quayfmm rfl{G6i6Aed,xstAavisktpdtlegQepuissiont,ntgdl Rno[Ttu"S;es-�mhaafT.7am4ut11„(',%±
Job f
Truss
Truss Type
city
Ply
Std Pae/65tl EL D
A0074386
65019
FL12
Floor
1
1
Job Reference (optional)
Al Koot I Nsses, tort rserce, tL 34u4b, aesignLaliruss.com
i 2-6-0 i
3x3 II 3x4 =
1 2
mun: r."u s uct / zu i a rnnu o.uzu s raug o s zu i o svn s ex usuusencs, snc. tvsun wa o s rays
ID:W?quLcr?Re?LfzLe98RjH4yHM91-izzrX AelaahEbWKuSerrCgvBHHFhEBGYYaUSTyNsC
r 1-5-3 ____i 2-0-0 40-15
1.5x4 II Dead Load Defl. = 1/16 ii
1.5x4 11 3x3 = 3x6 11 3x4 = 1.5x4 11
3 4 r" 5 6 7 8
I�
i
S L
G
15 13 16 12 17 11 10 18 9
3x6 =
3x6 = 1.5x4 11 1.5x4 11
5x6 =
3x4 =
5-1
4-9-4
1-8-3
1-0-0 1 1-0-0 1
5-8-7
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL
40.0
Plate Grip DOL
1.00
TC
0.66
Vert(LL)
-0.35 13-14
>501
480
MT20 244/190
TCDL
20.0
Lumber DOL
1.00
BC
0.76
Vert(TL)
-0.46 13-14
>375
360
BCLL
0.0
Rep Stress Incr
YES
WB
0.45
Horz(TL)
0.04 9
n/a
n/a
BCDL
5.0
Code FBC2014/TPI2007
Matrix-SH
Weight: 81 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
14 = 939/0-7-4 (min.0-1-8)
9 = 939/Mechanical
Max Grav
14 = 939(LC 1)
9 = 939(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2068/0, 3-4=-2068/0, 4-5=-2163/0,
5-6=-2052/0, 6-7=-2052/0
BOT CHORD
14-15=0/1351,13-15=0/1351,
13-16=0/2163, 12-16=0/2163,
12-17=0/2163, 11-17=0/2163
10-11 =0/2163, 10-18=0/1 326: 9-18=011 326
WEBS
5-11=462/266, 7-9=-1547/0, 7-10=0/848,
5-10=765/419, 3-13=-288/0,
2-14=-1567/0, 2-13=01836, 4-13=-374/196
NOTES-
1) Unbalanced floor live loads have been considered -for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) 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.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Qsms�F'ns:asaa}sfeurPir'tarCOrIfUSSFS�fF1t 1�UHAt,JErY3i;tONp'fe7ef�ssTJiiq lUtHjifl57fliE�liTrwv Ter�(tlir,�pvrastitsmdt�desfiste dit hls4asrePs+Sy,00f;eat'aglytir/TIsiSal,t.E lah+nuSi:rlkixtut Jeksse�arse std�iwik.liit,my
:.: 4ntr�m��fsw�unertgsatwne:�5,.isot,sto�ai�.r{t,ry�rtee,�ra�i^tr�ypt�,use;aarr�nQea:nsr���nrx��a�d��j+iresse�ars�:taotary4rsini.tr�s�a.z��n,ra�jzn. :Arch 7T'oinba`II!.F:E
�sdru dths�rs4hr.rcdsJlfe nsr�ee(6 Cse&#e 9see/s es�ua�fCetlnQtCa.fs�7ket'�1cdiAth PC44elrGai44 trat�.iy:ifew!)t4t tx a&e MnitnN e,a t�It�Tint;'cJs&ttsa.4rq,ssaEny stdlx�nyvsiArx80083
siata�(9 fksrvera�,essuin. Wim`ks stt otl84�aT'J.ldrktpafuesae!"(t+earetsttketplca�rasaa d5afrvlduzxiKa!}!S, s§5r lN1ed5!{l ut rzh'i�eud!u prs dlrl�dri1 Rldee5gstii�fSasSlatt cants �Mt�e s,Mtgv..tast Otusstiaaal Prrtzkada.*su rmSss
. � , n � � • .,.. �...., fill St Lucie elv3,
aatrtl1 tGaRr�temiipesk.rSsgtJe�telysstdeL k,�ss 6tun ta(n�;f)i to tairm}Dtiipm.0 nss 5ldeEratua�rfu dnlrmg ,xliapaal=dkesceas ltfuetu rf3- a
• - Fort Pi,,ece; FL,34946
•• — -�—• Ccppi9�s�,i0{QA,I RnalGasus Aatfi�6}T,<Tembo-tll P.E. AeptednUian"offlisAoroment suonr;fu�m sfpsodi6%�d,4d6anit6eirirutp9perms+tionfiq�Al PonlLn(i,4"sAothos�[rTnmE,c'114P:F
Job
Truss
Truss -Type
Qty
Ply
Std Pac/6511-EL D #.
-A0074387
65019
FL13
Floor
8
1
Job Reference (optional)
Al KOOT 1 russes, rOn rleme, rL 34u4b, oesign(dal iruss.com Kun: tm4u s uct / zwo rnn[: muzu s Aug Jl zwo MI r eK rnousTnes, Inc. Mon uCT a i lo:l3:0a zu 10 rage
ID: W?quLcr7Re?LfzLe98RjH4yHM91-B9XDkKBGWuYrl5WSAA4NQC4_hZ?Qh8PmCJ 1_vyNsD,
2-6-0 f 1-5-3 2-" 1 19�
Dead Load Defl. = 1/8 {r
3x3 YI 3x4 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x4 = 1.5x4 11
1 2 3 4 5 6 7TI
8
r
6• d_
6
13 12 11 10 9
3x6 =
3x6 = 1.5x4 11 1.5x4 11 3x6 =
6-11-3
1-M ' 1-0-0
'
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL
40.0
Plate Grip DOL
1.00
TC 0.66
Vert(LL)
-0.13 12-13
>999
480
TCDL
20.0
Lumber DOL
1.00
BC 0.98
Vert(TL)
-0.22 12-13
>817
360
BCLL
0.0
Rep Stress Incr
YES
WB 0.46
Horz(TL)
0.05 9
n/a
n/a
BCDL
5.0
Code FBC2014/TP12007
Matrix-SH
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
14 =
968/0-7-4 (min. 0-1-8)
9 =
968/Mechanical
Max Grav
14 =
968(LC 1)
9 =
968(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2162/0, 3-4=-2162/0, 4-5=-2302/0,
5-6=-2141/0, 6-7=-2141/0
BOT CHORD
13-14=0/1399, 12-13=0/2302,
11 -1 2=0/2302, 10-11=0/2302, 9-10=0/1373
WEBS
2-14=-1622/0, 2-13=0/890, 3-13=-291/0,
4-13=-434/42, 7-9=-1602/0, 7-10=0/897,
5-10=-584/20
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to -truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
3x4 =
PLATES GRIP
MT20 244/190
Weight: 82 lb FT = 0%F, 0%E
: ,. ,:t;sa�sg,e�srhq'bt�t-0fIIUSSEi�ta'y ErftkEkETEi7�SktlM[aS��:Fit;iit 1U�10.i7fltHsxal'fam TsdgrU�psmMetasaeisnl ninwrbs;rpsGw��siu7�SdD�ral�Slai�F}yassI t.LlHanu5i:didwtasadetuso3�se sBtt£astk}�T}U alt .
s'..,' W7�marQal ssut€}ewfiav(fCsiaki a.IfjaYasMUQ er(ca i(sfs7l m5 dttedvaLl Psegrse&sct tmrs�tbpstesssrs � nn9ttsjm� 3rprdt�s�d s?pl.T'?!ldrt d}e44rAT ak sea ri(i1 Trt�npsvice wiJud usi7exmi:kLh : tAiithonY j: ToinbC ]1t .PE
pclead lzjspssbrKT �§q Arnsrps d+d�Cxa( e0nrts Ps6a^.niajrRalh.,kt '3t!rr9?s Y Wd11eL146ei6t��`riroiu• jahv�3li);1 Tsta�(tv!i{�R4 ''O td�i /;BeH4�t6eTrsi' Ca34q<SA 5rs8+� r?Fd�b nsis�q}t (s$m f1 4"80083 :.. �. <filid?T7 �{ezeativ lUsd sfNrelntiata3Mpn'u•s ueeamdilaWi?+(rs?mes25s6tytarrXiayKpgwT6'#todS4r16rteetnacei.ulyd jacnlrkricsa3 e-pxvlsf�esadiifiasrirtsi4a"s�guntiisup.?f?ia mihntMadecruolst{
;. 445i 5f~ LtrdG BCtt).
: adpiaSd*�,'i} x(aa6r3 apeeftiruh.r�:tlTe;}t1"sxidet.,� rm Dtsgatrtaaa isr�FRt +MHrt�slgasa r+ss 3rdrp6}arzda i diet.:tla�#td'lvasepteUstu'llt,. � �8
F&h',,T &,' FL,
Sop lligli 70{d6lpuoiiiussas„tuSfiony Tam6dI11PF RipraEagranbYfk£dotumeotisfi,tosaaspro.hife.J,bd6ouYt6eiriegperauss}pntra�}Atana[Tros'sps �gthoalT.J„gmCu11(3R,F;
Job a
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL-D
A0074388
65019
FL14
Floor
3
1
Job Reference (optional)
Al Root trusses, tort Fierce, tL i4u4b, oeslgn(dal tnrss.com Kun: O.uzu s Nug Jl zul O rnnC muiu b Hug a I Lu I O-MI I dr 111uubU,eb, Inc. Mull UUL a 1 10. 1a.UO LU 10' rdgU
ID:W?quLct?Re?LfzLe9BRjH4yHM91-B9XDkKBGWuiYd5WSAA4NQC7LhgkQjsPmCJ1 vyNsDe
10
0-1-8
'H , 2-6-0 0-1_ 1-2 J 2-0-0
3x4 = 1.5x4 11
2 3
4 3x4 =
Dead Load Defl. = 1/16 it
1.5x4 II
5
1.5x4=
W1
L
Bi
A'
8 7 6
.x3 = 1.Sx4 II
3x6 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC 0.51
Vert(LL)
-0.09
8-9
>999
480
TCDL 20.0
Lumber DOL
1.00
BC 0.55
Vert(TL)
-0.16
8-9
>647
360
BCLL 0.0
Rep Stress Incr
YES
WS 0.35
Horz(TL)
0.02
6
n/a
n/a
BCDL 5.0
Code FBC2014/TPI2007
Matrix-SH
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
9 =
536/0-6-14 (min.0-1-8)
6 =
544/Mechanical
Max Grav
9 =
536(LC 1)
6 =
544(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-1244/0, 3-4=-1244/0
BOT CHORD
8-9=0/1174, 7-8=0/1244, 6-7=0/1244
WEBS
2-9=-1228/0, 2-8=-18/295, 4-6=-1311/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
3x4 =
PLATES GRIP
MT20 244/190
Weight: 40 lb FT = 0%F, O%E
.,..
17evri f;ws:,wa}Syct+teriir!d tQfllUs i'!t t'J.'t�EL4l1iiV B dw(nft'�r#EeitU(l"IDoByStrr7StEtMi�TMsr.Rai it.,sepvtatttttailot ts" rss+C aCr+nrjtelY�rte�taayl.IsdrJ r.Gttfnnu5+:elidnian 9dssscedi+ite tssldtarnTOU:stif
WTelmo-�krya s 191t"erPtr�at,a rc5a a;pr treamtana sreeSaerTnetvtlseTi ptr#ntsK� rex�redt t,nraeanvela zit TRntr�naacarroea aiarni t skUn�°r aA7. :AnthonY.irToiiTbo:Iil; PE
ni nr ifiks5istfutsj 4x'sasues/ees's+a7r lit C+s; 7t�(ly dsis'brdiyetl eitaEs gk @wr vprade2 Nt A4pe ttt eet6cimTm't aiewil!}t Txa teirl�@rl'Itai n7Adlnt s♦CaTnr ip lab+y.tr r: isa7eTurd4nlgsltU Sttssnsp»sdut7t�: '8OD83
we)euaFg6npev sai,uaat<v.-ee.>za`ndritSs!t'eeiHepetmce�d`sae.rrack�'�bWy(edniedsdn..mga"%o;ec'rc,tTeltiT nleeissuoteai+n eirr�zeset relta,t�3}tdGste?ej;R�raasS,6aFtr�dt713is�r,�rtat y.cq:cttia`�mered rt¢t iiadiesar smtuQ4515t"•Lusf2:Blvd.
1�3tx.t i'`a?) rtrmm3 r�et8lµxn• {�tgi�s:'treU smil tZ,ils,nss Gzsirarsq+lKe is(�*t?tfitlatDasgapywFrsts Snlea&re(n 3g(,tur,,XU-tttiiomeiii tEireety hi- P Jerce;F!_,34446
�••• ie e4 r,�raaDlS6ii6olliussui,-6n1h2a'%Tam6sJflFPFRi¢Anaioectili'sdutumeatmo"n""foralsroDi67el,rdhourthevritetwsst6nhgmAlleoliwfSe;Amhoe,lanminllf;P,,F1
e 5,
Job
Truss
Truss Type
Qty
Ply
Std-Pac/651 - EL D 4
65019
FL15
Floor
1
1
A0074389
Job Reference (optional)
Al Koor i fusses, rot[ tierce, rL -Atwo, aesign(a—mit uss.com Kun: i.o4u s uct i zuio rnni: MUZU s Aug Jl zuio mi i eK inausines, inc. Mon uct 3l lb:is:ab Zulb rage
ID:W?quLcrlRe?LfzLe98RjH4yHM91-fL4bygCuHBgPTvgiOthJwdIHO52i9DzY?s3a W MyNsD
r
2-1-4 2-M , 2-6-6
1.5x4 11 3x3 = 1.5x4 11
1 2 3 3x3 = 4
V
131
V1r
i
i
8
7
6
5
1.5x4 II
1.5x4 II
3x3 =
3x3 =
2-4-4
7-1-10
2-4-4
1-0-0
1-0-0
2-9-6
Plate Offsets (X,Y)—
r1:Edge,0-0-121
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.57
Vert(LL)
-0.05
5-6
>999
480
MT20 244/190
TCDL 20.0
Lumber DOL
1.00
BC 0.44
Vert(TL)
-0.08
5-6
>999
360
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(TL)
0.01
5
n/a
n/a
BCDL 5.0
Code FBC2014lfP12007
Matrix-SH
Weight: 38 lb FT = 0%F, O%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-M oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
8 =
456/Mechanical
5 =
456/Mechanical
Max Grav
8 =
456(LC 1)
5 =
456(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-512/0
BOT CHORD
7-8=0/512, 6-7=0/512, 5-6=0/512
WEBS
2-8=-623/0, 3-5=-593/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
6etxal�fltes:asn+)M}Wrier �t'JtfCu311Uitff{F[E'X'�EtEt'.GTEW�biCs@'['rsN4lkFiilN"ECsEt'�ItCll9�Et�k �Tlacr �t:i�(ia.r�fssetkrsse�rsinas at�ri7�st�Ctmt, ��ud �e)S:Tecifl�P,F liMtuaSs:r�ldusawCe4sse�siis�itdrlm�`CT90 >ah/
: ,:.:' �EeivaaLrcllmes sisi{)euedar�li as efi/.ifrTn s�n¢.AFya,•,M(tt 3fa*irarsedacL)°uugxnesY®xigtaadt${uhssosd+s7>Bna�u°fs�..4afhr�&y�dp.:'s.,�t..ERulw.�['rD wr nlamE Ta(adicr�usp�nt(a��nx�.naa�. .hrithoEfy i'Ti)Rlbc'IL;PiE
eclm dtlis�is4lfuuyfxts'ps�taslea3.d.�f)HC*tFarbe�nt%e�e'vtullrti�tle Kpe4`a�s�a i�de04ae.11Crzdaitud SY��m3fE�l�lxa�oq(�tk{l;OCel �jfidlplddr�ns;`T>eS53i�'7skmu?E�shbxAe�s?k��!i;fA i- ,. �#;Ed083 ,�
ilspayhsxhtu au+CuttxtJz�tlmx nsdvl;�ocEiiifrttueseajs+u.srFaeltt.(igfaauettdet±L^teaanniki'S_sEMSWusrdusetdh�jefjnt�s iKka�?+esri;e,�auiA:!c'mtdatazdav Tr�ss9re�r ussz4vtg+is)®retail trRstdzestreae,mtisi
f � 44Sk5t LudeBhd.
edtot;tl )fGtlraegittlmaim ytPe�,fuL.sadt4.ftttrntlesycEspi.esfsS]itup�apDx,tLjatnssnsieahguet>Gen)`"'IYm;.Aa rd'lansuaisiduitn'Ni. if6it. 2 ;C F. ,41946
\ *.••• � {r ii'hi,�v1D16kBQooilinsses,-Agi63e.Tcss6a.EEE}P,fReroAudEnedtikiidaromemEdo�tncrosxpmhi6ifedwrtEoalt6eiarilicq.raassi6ntinmAEioolft'usse`sAmhao'%1a6!EclEtet',L+
Job +
Truss
Truss -Type
Qty
Ply
Std Pac/6511 EL D
A0074390
65019
FL16
Floor'
1
1
Job Reference (optional)
Al Root-Irusses, "n Fierce, fL 3494b, aestgngattruss.com
6
Stun: t.b4u s ucr i zui a vnnt: ts:uzu s Aug 3i ZU10 Mt t ex tnausTnes, inc. man uct 3 t to: w:0o zu I rage
ID: W?quLcrdRe7LfzLe98RjH4yHM91-fL4bygCuHBgPTvgiOthJwdIHP53c9CdY?s3aWMyNsD
2-0-0 i 2-6-6
3x3 =
2 3 3x3 =
2
131
W1
i
7 6 5
1 Svd II 1 Svd II
3x3 =
3x3 =
2-9-0
3-9-0 4 9-0
1-15-ti
2-9-0
1-0-0 1-0-0
2-9-6
Plate Offsets (X Y)—
(1:Edge 0-0-12j
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.55
Vert(LL)
-0.05
5-6
>999
480
MT20 244/190
TCDL 20.0
Lumber DOL
1.00
BC 0.38
Vert(TL)
-0.06
5-6
>999
360
BCLL 0.0
Rep Stress Incr
YES
WB 0.19
Horz(TL)
0.01
5
n/a
n/a
BCDL 5.0
Code FBC2014ITP12007
Matrix-SH
Weight: 39 lb FT = O%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
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.
REACTIONS. (lb/size)
8 = 481/0-5-8 (min. 0-1-8)
5 = 481/Mechanical
Max Grav
8 = 481(LC 1)
5 = 481(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-578/0
BOT CHORD
7-8=0/578,.6-7=0/578, 5-6=0/578
WEBS
2-8=-671 /0, 3-5=-669/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
- , pmsap�iRees:u;xggneierl4r"k41C�TTlUiSES('#EC.Y�.GIeOkelEikT6 rA�Tv�X#(T"iTDkl IU+Ei'1l. KS)✓nt•pzs�>zYiNa t.r�.lup'smsknzitYwdninxdis"tiss rtisgsisrietrPDjdii�ctstzedTs79�r1L (,4kMntt,>+'el ltip: esr O:Iissesesse sNhtw�T�O,xtj ,
iyief�e�r�onsvneenee'r��ra�nieeta�aecr•nscm�f�m{<eTra�rtrt,.�n.sedx�)u,:p�,xn��ymrsarE*perm,a�e�•xyn.�«��M�aes�d�i�.imtd�urda�tuox>rndamixrst�ecs�entea�urt�t:�Tv7 ..rVitfTonyTj"ombo:IL,P,:E•
nlf�tdtt<'stissitFcier-.�ns�es.a.eflieC+sa fse0 ex's ie�5u.�fsTSdnMk��ssksr 4Av�ts?dfl liC.GeltflNhl�za.YijTttcdltFT Txgpmalea�e i'D ed6limdpe Tins�cJdeTai ?tirtlmuudertisj srzCxlitFesp3i56>T6j:,.80083. .-
rxiesEdorTtazfdsacdtnnean Aperhs atmipbr..SyJ utsEerSMy€sai!}i#`lxsdGrtafFsyCa�u dSEa+`FLiea.aitrSl}tn:.ssJif?iNSirtmt tehueeulir`ysed tntcn`TNi de_husa,�e:pmsSsltiesmi S,lnid�srnss t+�siims?tsa.SWeinmi5ns isadcser dies
:-' r!Svx�Pdg�}3e(em�s,%,u,A t�s. 1,ksgdleLrsBrassP F" utitntteinr 9n tryFr?izSilea dnfnSl d2 er!'icmat„iS,lebxanif), 4451,SNLtRieBR(3.
rn vx v T E� .. code ednc 1�r wt , t lam' sst .•., _ =.fort P,t2tee; t1$39446
Y t "_ Ya
[apydig6t,Ci�t116A,ltddjinsses-Aetf`on j�'[am6a1(�PF-Reprcda0ianaEi�iidesnweetscoa insmss so6i61ed�ksslaatiE'eie�Ateit eemnsmnlsnmAlHaalLusieS=Amkaa'LigAflll'P.f;
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D .
65019
FL17
Floor Supported Gable
1
1
A0074391
Job Reference (optional)
nr ryuur 1 r uaona, rut rrcrtx, — �wo, urarynLe r uu55.wrn
Run: i.owU 5 uuL / Lu is rnnC muzu s Aug J7 Gu-Ib Mr r eK Inausme5, Inc. Mon ucr 37 1b:13:�b ZUIb eage
ID: W?q u Lcrl Re?Lf7Le98RjH4yHM91-fL4bygCu H B gPTvgiOthJwdION5869F?Y?s3a WMyNsD
3 4 5 6 7
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
40.0
Plate Grip DOL
1.00
TC 0.10
TCDL
20.0
Lumber DOL
1.00
BC 0.03
BCLL
0.0
Rep Stress Incr
YES
WB 0.04
BCDL
5.0
Code FBC2014/TP12007
Matrix-R
LUMBER -
TOP CHORD 2x4 SP N0.2(flat)
BOT CHORD 2x4 SP N0.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
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-M oc bracing.
REACTIONS. All bearings 6-10-14.
(lb) - Max Grav
All reactions 250 lb or less at joint(s)
13,8,12,11,10,9
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
Vert(LL)
n/a -
n/a
999
MT20 244/190
Vert(TL)
n/a -
n/a
999
Horz(TL)
0.00 8
n/a
n/a
Weight: 35 lb FT = 0%F, 0%E
4.,
6eteat�i'�au�mnai+,mmrl4e'AaiC@i1fOSiEi�Sf\.[ts1,"�.�fasUtJRs!S6.ONpTc7�e�'IgMi;tUrEt'�lffi7itEB�ataTlem,Wrdrii.p9rtrrtnxs»Ittilfez�i�IasC�ss�ahtiq"tltl_w#"t{6air.temis��}itofnflrcrSicdidrasa:,0elesseiseisrtta�£t+�T6�xh
kg 5 krriia rwakrd !der„;c y r tN sn s c. �ta�nlpi �sam gees dHv f rzh th tf�m s =rRssa� a rat^¢r rdatrEi t�iinyncu +cr � muzo .: litho o"bd.T1I REE,
rdnrd�ssr3stkr ta�ggCi�rsnas�hdbe,A.est'v9reer"s4r��lRea<nBsG A `e4ririfaldt3tltGUtREcflahai atcditFll4e rrj b4F.Dpinf;Geil�udtlrLnz �Yi"X,tii
�T '� � � �wstrt�maaed�ejsvux�rusjssiu'a76 ,�8408, .: �.
. ,+ t�ri�gaa`{Ms�eum�,emttnr�ui�rsm�aw�t'�isi�rsnr�ia{���rarae��s�nun>��gr��r6rmhissuu�sd���t�icn,r�xE%�*»„�„s�t'<�ps�t�f�mra�rsrns�s3g!i�wa.wtrgnu�aeef,r�eu '.a, �
ditmydvn�i.riidraiipntipii risgke;@�iRs"kritt�:iMiti+ts9n"iA'aGgta�xisx�itutgD+stitrFrusSptetifnSuti�a(t`cri+rSdiip`Agug3rMusttbtiieGrelu`lti.. 1„St.L
• _ _ .. � " .,.., . „- 3F,ort prerGe uFL�t.9..4G
• <<<• ••• (cptpgki�v;;tDIdA�IfeefTipss6s, AnifionyLTae�6a111{pE, Reyicilnaroaat�is.demmem iau%fdr� sspro63iled.ydhnufr6e`vritipapemuui6atsua�IllHcu(L'n"s"ss'sI;AMhonff TueiD�lUI',F;.
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074392-
65019
GE1
GABLE
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7-2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:57 2016 Page
I D: W?q u Lcr? Re?LfzLe98RjH4yHM91-7Yez90 DX2VyG53 FvaaCYTrlZn VSbu h hi EW o82oyNsD
1-10-12 2,Or8 9-3-8 16-6-8 1f $-4 18-7-0
1� -12 7-3-0 7-3-0 0- -12 11-110-12
4x4 =
3x4 3x4 15 14 13 12 11 3x4 zz 3x4 -z
5x6 =
18-7-0
18-7-0
Plate Offsets (X,Y)—
[13:0-3-0,0-3-0) .
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc).
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
. 1.25
TC 0.12
Vert(LL)
-0.00
8
n/r
120
MT20 2"/190
TCDL 15.0
Lumber DOL
1.25
BC 0.14
Vert(TL)
-0.00
8
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.08
Horz(TL)
0.00
9
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-SH
Weight: 62 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 6-M oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 18-7-0.
(lb) - Max Horz
1=-103(LC 17)
Max Uplift
All uplift 100 lb or less atjoint(s) 1,
9, 13 except 16=-159(LC 8),
10=-170(LC 9), 14=-152(LC 8), 15=-212(LC
12), 12=-152(LC 9), 11=-212(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
1, 16,10,9,13,14,15,12, 11
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-15=182/257, 7-11 =-1 82/256
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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) zone; cantilever left
and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) All plates are 1.5x4 MT20 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-M wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s)1, 9, 13 except (jt=lb) 16=159, 10=170, 14=152
, 15=212, 12=152, 11=212.
LOAD CASE(S)
Standard
..� ��-. 6na>g tironisxRoii?enersgS;'p JwfitGSSEi�'�flCt��sElit:JFCI�St'OMkT�l6u3TdflMOrtY}1�75tE(a;:3 sThsn Y:ii[tfe �tpnrstisis3itt:iinnsnt4l profs tisgti»mt'?P(f}sa! [r+shgi T�9s1 i.E t4ntrtt??:rflelx. nt doitne+isaftUsdnYktl2U nit J
._ ' shle�6aeili+�sstilltrnelrHn.+lff3pt dd: is+rmstee�tap�:t(u s>n.st€5nes:unmiArey��m�fsu�an�a'r��.�,�mssn,���aa� s�.pdw�aroe� Qi�mt T,�ers�,r�pA�t�ugm�rn.rs�m �Aithon`;.7: Tomb III .E:
tel snsfrinysnikregrxtv�s,.P„e nslntiMifbsharrvAy!dkbr`sdr/en Ss@t.La.2;�Dsir¢W®�n¢a+dll�gGReit(il6tlatdrnk��IFF1, rx �r,arditMiDluarddi rn�tieTni. �JsEs�inl4?7.}h'S7�saeiki(s�s§tlst ivessti{?iAe .a 60883 ... _.
Y
hsjnTtsy6esi�nssi assabr )Jli�tsaHsgl`ss.�l �J adlkeMrursts�rassSu sSbsbgft¢.pr�aseedfdeh.LSF"a>w{{��tevs5dir rtlldSti4,nriinn�3�rnrrfjArsse 1�-I Cc�an �ia.,f�ut lfi4smfNArs zr�TcssOtt��srnsrxss�eayneei�rsasstiaxiagrGS?tss -:: 445 St;�IICfB�Blerd.
sdnrx_!!A e4z¢nigniltn.r�iyljErw4 smdid,.'kxrr+ss lkuptstauns7_petutimrMsi�aFsssi Srsi,�Eegmt+demin4Cat Etvgitrtrrikm'ueis terultsr Ni,.
lF,ort Pseiec; eti>34946'
-•••���• �,Ccpgsig6t�;1016'AiFaailiu}ses,AnlhooylTem6a0lsPFRejimdettionpl,i«iz"deromeotsa'aptfaem,)prahi6iledwdbauPub;rtipegFermnsrpnlion:AlHoatirosie-A.nthuayT'iumDallL'p.Fs
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
GE2
GABLE
1
1
A0074393
Job Reference (optional)
Al Root Trusses, Fort Pierce, FL 34946, design(a7altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MITek Industries, Inc. Mon Oct 31 16:13:57 2016 Page
ID: W?quLct?Re?LfzLe98RjH4yHM91-7Yez90DX2VyG53FvaaCYTrlZnVSbuhmiEWo82oyNsD
1-10-12 2VO 8 9-0-8 16-0-8 16 24 18-1-0
1-10 12 012 0 -12 7-0-0 7-0-0 0- -12 '8 1:2
4x4 =
3x4 3x4 15 14 13 12 11 3x4 3x4•
5x6 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defi
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.12
Vert(LL)
-0.00
8
n/r
120.
TCDL 15.0
Lumber DOL
1.25
BC 0.14
Vert(TL)
-0.00
8
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.07
Horz(TL)
0.00
9
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-SH
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 6-M 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. All bearings 18-1-0.
(lb) - Max Horz
1= -99(LC 17)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
9, 13 except 16=-147(LC 8),
10=-158(LC 9), 14=-158(LC 8.), 15=-197(LC
12), 12=-157(LC 9), 11=-198(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
1,16,10,9,13,14,15,12,11
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; 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) zone; cantilever left
and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) All plates are 1.5x4 MT20 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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s)1, 9, 13 except Qt=lb)16=147, 10=158, 14=158
, 15=197, 12=157, 11=198.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 59 lb FT = 0%
„ ...Y . _.
Al�
.'ItMre.AeL'rr§ 5 it'7Grti'jC[iC?Yt�.l" �at�p tnt;IPp�.p!'.esla'ball TwSo1".,ri.tAa!ftsSleitle'sts asR �?st Iss9tTtei dl![G snv G.idSr i tiftiv pauLsld¢Eedks4ipf:de l3tsdLkhats aii�llFl Ist �&riD PlmfiJisNet6sLn �c.# s4d$i,St,CtC��BIYFoefdAK EL 34946'
[eppt g6i.0 g016 A;I Raaiinssex, MtfioayT lemirs111 P.F piprcdudion otsdommem,ieonyfa m,lspio6 6led:rdlOutt6eviotpcperaussient o`Al toalLossrttAarAeey(riosD'D.IIfQ r
Job ♦
Truss
Truss Type
Qty
Ply
Std_P. ac/6511 EL D
A0074394
65019
GE3
GABLE
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:58 2016
8-1-0
4x4 =
ro
0
3x4 3x4 :• 15 14 13 12 11 3x4 Z:� 3x4
5x6 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL)
-0.00
8
n/r
120
TCDL 15.0
Lumber DOL
1.25
BC 0.15
Vert(TL)
-0.00
8
n/r
120
BCLL 0.0
Rep Stress Incr
YES
WB 0.09
Horz(TL)
0.00
9
n/a
n/a
BCDL 10.0
Code FBC2014ITP12007
Matrix-SH
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 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 guide.
REACTIONS. All bearings 20-3-0.
(lb) - Max Horz
1= 113(LC 16)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
9, 13 except 16=-205(LC 8),
10=-217(LC 9), 14=-128(LC 8), 15=-265(LC
12), 12=-127(LC 9), 11=-265(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
1, 9, 13, 14, 12 except 16=261(LC 1),
10=261(LC 1), 15=302(LC 1), 11=302(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
WEBS
3-15=-227/317, 7-11=-227/317
NOTES-
1) Unbalanced roof live loads have been -considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
gable end zone and C-C Extedor(2) zone; cantilever left
and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) All plates are 1.5x4 MT20 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
20.0psf 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.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 9, 13 except (jt=lb) 16=205, 10=217, 14=128
, 15=265, 12=127, 11=265.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 69 lb FT = 0%
. :. ps�¢.aqiittu±w,rTnT'esit+t@i'1T IC8f11151Ef�3E(r•9;{efEt!'JEiiRt&Wp[Tf�S{[SiDFt"60fEC,Att�i)RtE6�.aPiiam �i:iA�di laruradmui-t:idp6t to dh nts[asp[ei.{"PP!',rsf'�e}7"Tudt):',�ri ktnuce5?:d Odx ase. 9rlefsebywisrfleh2Eb'Rf:17U mtj
w1 er �nhar(iisstrb'Irda drmtfgaEo�9e{uiF��?f bextuar)bhue4cwauams��rrdru nx�as ainl ��da?iTRsd awprTaow+� rrNirtkurz &d u3�uxrmo ,.AnthonyV'TomlwTtt,�PE:
nlrn tttbn nst6eaj r¢hya tesrtet3�hlfd>,Crat wPads jdl,r �redri lLr�:. Jasgi*'tbtunei.,dgeliGAartE[6^�I`aradrrts�nie�ltH, t?satprsiilaQxrDwdjfi_UxsdSeTn>:„oil�lr;?rtl6?3 ?Irri7rnseRJEkq stdlS+�s:iTiiidcC7k. #,80683 ._
>� + nein7dcrGesfgei mr,u5x4r,}0ro4s vetMpt4{,,i �S
JutlkrpM r�.itafyaiewii'$elalcgraztaal5uhtrbhisa"e itt>f}in s hin nlStlee ulutemi)zi7.mNrnL�e t tdfair977smvidn<t`Wifi sdatlhssOst ;nttrn :pyt)givdgftmt,4a�bcaer. btu 41.St :T;UCI28I d.
en+tt,},dnz!}�sirdra3igaedxpesb rncglrr. yeti sis tbrtEti ras; Gtsilehgt;ts5]4CxE€iy Cnytu�i•rstsST�ta hyittatm6`ollrmy.4fili}d�l.ulfcasseerdt[ueso: J4l, ?F,otY Prer`e!� FL,34946'
- -,(cpgtigQf�;76i6AIR6oiTiussesAnl6�epLTcm6oil17PiAipridadionnikii.detnmenrigoaytwm,lspro6i6;i_edt�ifdauT)6e�r8i¢G.pettnnuon6'eui;A)iauliro"tse"s„A.mltasYf.�Tomb"oli1P,E
•
Job
Truss_
Truss Type
Qty
Ply
Std Pac/6511 EL D 4
A0074395-
65019
GE4
GABLE
1
1
Job Reference (optional) A _
Al Roof Trusses, Fort Pierce, -FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:59 2016 Page
ID: W?quLcrlRe?LfzLe98RjH4yHM91-3wmkahEna6CzKMOHh?EOYGNu7173Ma_?hgHE7hyNsO
4x4 =
*O
O
3x4 3x4 11 10 9 3x4 3x4
1.5x4 11 1.5x4 11 1.5x4 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.13
Vert(LL)
-0.00
6
n/r
120
TCDL 15.0
Lumber DOL
1.25
BC 0.14
Vert(TL)
-0.00
6
n/r
120
BCLL 0.0
Rep Stress Incr
YES
WB 0.09
Horz(TL)
0.00
7
n/a
n/a
BCDL 10.0
Code FBC2014frPI2007
Matrix-SH
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 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 guide.
REACTIONS. All bearings 15-1-0.
(lb) - Max Horz
1= -80(LC 17)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
7, 10 except 12=-179(LC 8), 8=-187(LC
9), 11=-240(LC 12), 9=-240(LC 13)
Max Grav
All reactions 250 lb or less at joint(s)
1, 12, 8, 7, 10 except 11=271(LC 23),
9=271(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-11=-207/300, 5-9=-207/300
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=S.Opsf; h=25ft;
Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
gable end zone and C-C Exterior(2) zone; cantilever left
and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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 100 lb uplift at
joint(s)1, 7, 10 except (jt=lb) 12=179, 8=187, 11=240,
9=240.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 46 lb FT = 0%
: '., Baeai�faessaa�aynu.�t;'Lt�CAi116SSES�SE(arj.'fs81C�JECu�OtONGTiJG;t5PJ1t"iNR?A(GtTHlft�staTin�<athis.i�{�artsrsaittsdMnut�sTilst�sg�thzmg?O��d�eAatfartLTaadri�,P.€kaceut�+:�3daiese,��1'tsre'-�tise�ekfniktl�Rp}7
f
*;-an�ia��tt��,nr:n:���rwr� is.r �ergQtiu 5t:�rlm�u�t�sre®d�xdny�ara���rri�� rme����ipo«�.,�rtEi.r�exr�rm.rtt . ,.4itfiony:T�"fombQ IiI,.P:E.
v2lVtijras7i?K9rrdAnl�a uspeha
s3 Ib,Cwscl 9nrftP9>ta(ostR.a6al ksasnn>it,�ex.dde ULtia_R(rdtth pdsodi�t )Se aNet�h?e7B:N rsrsttluims;.bt #rs9�e7,�s hstr]c�rtt*�. s2npxht esrs�v3o"yAr :80083 .. ."
;�. 'FeUCwgttishssx s3avtrxlu ,lftru`s�ldalpRl1`aJ �d&simt mul auttQUe 6a(btgraxaeutieren(iliraie(6Cn�F?s itivJdr[8sa4SlGv�ghrtsttlYa"rm'ddadrti r�ff�mtsslt�uiA�t pdffiiYef�Trisi6eum.Z ulssk+?�i*Suta r�(;aisNat*raiir �tu l: " �' £� � , ,. � ,... ...... � 44S StLtjCieBl��.
rdtra<, d) ytemcefeS!er,$itx%.r.ugt7► feUesknNrl:.tlifnss6esgrfrtu+xtj dim&SdmfOes,�trygrtnssSlde�fp teecitte+irdrat A9iaiaik.Mic�suep(Ktieefir'}tl, rt P,ii 6 (L
-- -_} •_- , Ce�pigFt�,1D16AI iQaflinssek„Am6aej'�Tem6eAtxP,I_� Rip edeAianot,J¢i{dommeaGingaYfaa,rspu6i6,hedwd6aui)6epr_4neaFermuGnalipmAl Hoo{L"ut'ss;;i��trr�t6o�(,j>!mEoli(�Sr
Job I
Truss
Truss Type
Oty
Ply
Std Pac/6511 EL D
65019.
GE5
GABLE
1
1
A0074396
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640-s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:13:59 2016 Page
I D: W?qu Lcr?Re?LfzLe98Rj H4yH M91-3wm kahEn a6CzKMO H h? EOYG Nttl7m Mao?hq H E7hyNs C
1-10-12 2 0 8 6-0-8 10-0-8 iQ-2-4 12-1-0
1-10-12 0- - 2 40-0 4-0-0 0- - 2 1-10-12
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 `
BCDL 10.0
4x4 =
7
3x4 3x4 1.5x4 If 3x4 3x4
12-0-4
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
Plate Grip DOL 1.25
TC 0.21
Vert(LL)
-0.00
4
n/r
120
MT20 244/190
Lumber DOL 1.25
BC 0.16
Vert(TL)
-0.00
4
n/r
120
Rep Stress Incr YES
WB 0.09
Horz(TL)
0.00
5
n/a
n/a
Code FBC2014/TPI2007
Matrix-SH
Weight: 34 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 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 guide.
REACTIONS. All bearings 11-11-8.
(lb) - Max Horz
1= 61(LC 12)
Max Uplift
All uplift 100 lb or less atjoint(s) 1,
5 except 8=-238(LC 8), 6=-245(LC 9),
7=-170(LC 8)
Max Grav
All reactions 250 lb or less at joint(s)
1, 5 except 8=268(LC 23), 6=268(LC 24),
7=329(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-7=-233/294
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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) zone; cantilever left
and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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 100 lb uplift at
joint(s)1, 5 except Qt=lb) 8=238, 6=245; 7=170.
LOAD CASE(S)
Standard
ut,r�•iptos:vys,�,teeAreosn�sssfsi�i�.�Eeriiilnusatamrm�atst"uia9ra�a'la�ifii�asrr�tr.r.raa"tii�oPta�tear:�unrnr�,rnst��dtr�ina�t�'-tdu�r•Fri+i�"ftte>��trs�,tijtt:ta�.�if,s�rs�t��*7n,esi�
wTasnnt�nada�r�ndt�t>at;srRsot�Eapu(sasGrut6cndsaer)brut®avytiandappnne�rttu�ah�tiassi.na7awuow.�dcrrurasany.:xb�.s�am t
> ..- - lliitllony T 7iimba IP PEF
iailr�sdhnjnssbrar rsasl ;4rin/n �flief+sx ds Urxxrs raltr�d areln9r[saa73Esroms etitddw.salle li4tut!(csAPtlsdm RsieniltFf tde a�pi>nl6 RriDtricrGddssrsiprrirss irhLttleaGq ssagi; U•`e7s4ee�kic'sjssaCxlg�tsp3si5 jA .:#80083
�:�� tSsisddy�es;wdtecvada l@ev°�sstlmimbsT-istlkrtsa6ercvs��gttSxfd'fu 6edemj•resrneU rsknkMaaF�e¢r�idw si,�'rinl$4Simf tlanseiiuRwed jddsss'1Xiadcxssirs�apasdi(�<strgaitis`daf lnssQe`ugs:�imsGts�bjliiermi GvsslfzvTteir �tsi
' 4451 St tucfe Blvd.
sd4itr;3,dw'd b a(ee#a�tgs�/ilk+s'�s�irt: drinmslttEh;h;sMsysFspc�ufs9afhe4ss'8'aTDnipe�;a nsSJsIepGS¢etsalm' `ufE ylY.ojdsw.tsd'a�osutNaGcttn trl, F010,10to-; FL.34946'
•••• • � -••-- tap ti bi,�17016A.Itaol7itiises-falbae TTgmbetlNP.F. Ri raduaiaaallEisdyrusnem:io,nny'kim,itptobib8ed,xdbooifbedtipegpetwtdontm¢I(-1Rao4LassesFAi�lsaEyCTSfibpll(~.�:Fa
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
HC4
RAFTER
31
1
A0074397
Job Reference (optional),
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 Mi I'ek Industries, Inc. Mon Oct 31 16:13:59 2016 Page
I D:YwMtazYTmRGkHbBJ_pTy?Kyn003-3wmkahEna6CzKMOHh?EOYGNi2l9FMbN?hgHE7hyNsE
2-9-5
IA
0
m
0
/-a-a
2-9-5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.33
Vert(LL)
0.02
1-2
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.00
Vert(TL)
-0.01
1-2
>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 FBC2014lrP12007
Matrix -MP
Weight: 4 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-5 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)
1 =
93/Mechanical
2 =
93/Mechanical
Max Horz
1 =
39(LC 8)
Max Uplift
1 =
-64(LC 8)
2 =
-74(LC 8)
Max Grav
1 =
93(LC 1)
2 =
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; 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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) . This truss has been designed for a 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.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 2.
LOAD CASE(S)
Standard
hutleS=Neer 16uegNpnnerlh"11lgTrl�S�iySF!(Ep } 6EtlUItQfWS'&(CtiddClS.Q1SIOAy.u�a'�dflNird:CENtNI'Idnr S'cd�dwy7nmihrxml'ead�M ufil�7msCes� 3+vig(1(nS�alfleltll:ryt7es5o11,/.C�leiaeue�et�evu::Urinsdknise3hhlwdri6tl �I
rgtrscia r� essluan.�prikt[nala,du,urrmsosstrt ery�tss+aebgf!V�!R+1t�esedmueiourgsesms® dN�rr�e:s+�arapee�Mr�rolw��liuhhrfi�fec�Aevn tinsiegi�inM7ggoJivur!pH..lr+ea nswpusct nersnss d�a Ant dnil'T64066II1TE::
.. cA uuarctcatrtemr kbrngrrdirtlbfp.Oner �n p.m.la85na�ia;smaptl+i?fnx�eusn udtuen1ds>r¢eA�mafArua is aSsq uGgilrll tki.$pmeldRvltlOWmrieMo£etltk{easridan�kWr�stra�o-se➢cn.Qifndgd+nkdtsnr?!d;t(d .3fr8I1.3. !:
i. tkkn llh +er�srli edv-L1 ear4'o lade'ICUniRe7wA7ui�adP�W'nttrFfnliflt'n9�a i�t'i//;1dw„"vetnsl �lfSUl t?d ifl mlSt(�Pi/etlrenikgye'ea�l dn[e ]YrI#a9eas e;�cecPn�lhid,lfesgr�ir+sslles)aa 7(asC s�? n!gljies's�W?AMrir sm ess. .,_$..:.
i. r9�siuisidlpa(aeliM6pru¢gmm��eppcdteilei NvrlgA TltlntiRs{gCglaetf;60Tfuli&ap CesYpeswrnsiSj!Av{fi!!M�S�t pAgbp;/Nn}rANttit<msrti8i�rfo+l b.IrN::
• � � f9pyrighll�GtOI�A�ItoolUusus Apthc"ar7,Tgmbal(I,P,i;9eproLogsaa.q(1his.documekt�inonjibr®astP(od�iteda�fhomt6emplengrtmssstnnhniriAl&aotirpsy2"s-Aot6onfi.Jotn¢o11GP;Er 4451 ,LU[fBBly,.
F(xt�ieice FL'34946I
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074398
65019
HJ2
Diagonal Hip Girder
1 i
1
+
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, des1gn(a)a1truss.com
nun: r.twu s uct i zu Ea Print: 8.626 s „ug o r 4u ro mr r en nruusulr , i.- rvrun v o U. ..U.
ID:W?quLcr?Re?LfzLe98RjH4yHM91-X7K6nl FPLQKgyWzUFjIF4Tvl KiUD52d8wU1 oflyNsC
2-0-12 3-3-9
2-0-12 1-2-13
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc).
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.30
Vert(LL)
-0.00
8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.08
Vert(TL)
-0.01
4-8
>999
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.00
Horz(TL)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC20141TPI2007
Matrix -MP
Weight: 16 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 3-3-9 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 guide.
REACTIONS. (lb/size)
3 =
74/Mechanical
2 =
316/0-7-6 (min. 0-1-8)
4 =
33/Mechanical
Max Horz
2 =
88(LC 4)
Max Uplift
3 =
-52(LC 8)
2 =
-263(LC 4)
Max Grav
3 =
74(LC 1)
2 =
316(LC 1)
4 =
52(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Concentrated loads from layout are not present in
Load Case(s): #6 Dead + 0.6 MWFRS Wind (Neg.
Internal) Left; #7 Dead + 0.6 MWFRS Wind (Neg.
Internal) Right; #12 Dead + 0.6 MWFRS Wind (Neg.
Internal)1st Parallel; #13 Dead + 0.6 MWFRS Wind
(Neg. Internal) 2nd Parallel; #18 Dead + 0.75 Roof
Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left);
#19 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS
Wind (Neg. Int) Right); #20 Dead + 0.75 Roof Live
(bal.) + 0.75(0.6 MWFRS Wind (Neg. Int)1st Parallel);
#21 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS
Wind (Neg. Int) 2nd Parallel).
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 100 lb uplift at
joint(s) 3 except at --lb) 2=263.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) at
1-4-9, and at 1-4-9 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: 1-3=-70, 4-6=-20
rc5ie��IGmt�afJ�nierb9'.,.1G1t7P4Y4t"SEE[Ft'j6Eils7it`lrltlSd(74�IftkfSNSri1N!'Z�i,d[iMC3t3fJ1id)rinec�Ye:fi2tvppaaeetns�!?tNm4tniilstmsCtup�nNs(sUC�ulheltlttsyflca.3g17CClelitn:eS6eeitetrive:4dttsifitnsesttddtt�ktfiUml7
.', wttsatnrnrr>ext:�ueeelmiAna'pina+aAurmsotvrettcafy{i.spaaryirttmiummutgmmsmmt�axtiryn�rwniufc�nrvrns�i�arjttrx�+�yefaiwimstepminmtoeettrubntP}I.fik&s�amnR�s,lcet�yndeots�etaar ,qh{honyT7ombdI]I,P:E::
W StUdn�RtrSISY�I�ESIIIni��iR�1rSMOYIN�oY�so-avm;/a,.mwoiutt�;utsmna�+utntldneitcn�a[nlm�n.�.��dcltat rttgA,,,aAe�teoedrsetsnedmr,�s:_�das�fara#;�iu�t„t�r'ttd&n�svek�,itrasD:c;;�, :. SD083....
Carr �eisy r�tt�n� is rss�sarotieo,uEelmar®pyarer r iwtin¢CtRt s'aH�t m�au,lrai�te a4frne,lsrye rrm�eEa(ytuorisaetaictaes tgyux.ms�aeaxra r„sptnrT?fse �a; tedt�su�nnnsFrntts '< 4 51.SL' cieBlvd.
:, • s'S�•.i,e4ltiedYgaf>a�apu0tigaiiandrQ6ril1.jgma�lm�ltel`rnlnts44'sip6pntihEC1>otUilfwypewpii;ttjntsfy3R�Ey�tetrclte`qlilfdb},pYu�inhm!(eottrYgsl:ImslaTlN '' �FOtE�iBrC'; FL;349,46'
iop'pig61�:201dAr11o6fUessss,�AnS6pnrl.Tam6oQS,pf:Reprodo4iugpflhiidocrme�inoopiosm,upteht�i(eA»ithomtheniAtnp;�rsstnri(obA1 BpofTriiye"s=,AnffiaeyT.7om6n11(,�P:E:
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
HJ3
Diagonal Hip Girder
1
1
A0074399
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MTek Industries, Inc. Mon -Oct 31 16:14:00 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-X7K6n 1 FPLQKgyWzUFjIF4Tvl KiTz52d8wU1 oflyNsl
4-2-3
LX4 it
LOADING (psf)
SPACING-
2-"
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.30
Vert(LL)
0.02
4-8
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.1.6
Vert(TL)
-0.03
4-8
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.00
Horz(TL)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MP
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 4-2-3 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-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)
3 =
106/Mechanical
2 =
347/0-10-15 (min. 0-1-8)
4 =
49/Mechanical
Max Horz
2 =
101(LC 22)
Max Uplift
3 =
-78(LC 8)
2 =
-285(LC 4)
4 =
-3(LC 8)
Max Grav
3 =
106(LC 1)
2 =
347(LC 1)
4 =
72(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
2) 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-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=285.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 55
lb down and 1.6 lb up at 1-4-9, and 55 lb down and 16
lb up at 1-4-9 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, 4-6=-20
N
Nl CM
O
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 0%
�'c�q�IhoelEragiJlterlev4e"S.IWC 1KYSi5y'SEIt1Nj, 6EpELttTElsffb(rJR1A➢QaS[9Si0Nii6Qi'}d[l4CR:'�..6)7iAi".Mo::Yc34ieuy}omelets®i'itiJ�nlsii7me&sips@nvisjil4l�udft��rdGrtTLTax4s lhpr.F:�e(ew:ei6MEetmax::Orhssi8e+nstsM"e1n1�7D0,nIT
4iesm :prr�,ess1>upOs,IMtletCUmissdit l rttusOsf Fe g.e }s>u firueercllrsalum)BUreTntmmmeanaAMptksysgln�[eam,TnsixW%L'ry¢rt�hsysgpesadtTmskp�elndeJDDnlrudsilr}I pslespTnsuor uklsa�gnaaim�sear54 ': �jlijtho'Yi 'T`TOInlld I14 P E::
d3idwct %mE ylsmntasaelrxoar D?!nr.awmdoamaa:!. s�ewx�; o�e>te[ney�nea[mrnei m aGwtixr,«aMddnrIDor,+�s>Qnaudnerns��+aytea. tiu:tuo�nvat-m's�aek aieu?�hr?r ': #<8D083.• '
1M6a7esprr<®lroeneme,;L)nkss�i r�nRkIED'asl iftyre?iusw�pretassdGilglih,Gi'>4hsllHitl9}I.sIG!EeS'�tNL!lSrlraelilsmMkslinul ldvue 1Pf1 h9r1s#slsslcetdworiodl;FesNkg7iii deYq<! Tnsskfs;aym!eir:W7NssGaratti :: 4451 SC: CI• .B�Vd. �ro.tu+mar/arou�a3ma:�nla� trt.tu/rrsttweartrljEt�alatyEapkN wct�ttaa [ ,xTmsSM?vEmegose�wn�r)ifoxe zxu:ryo;ld®�Iarnt,:, FortPierc4 FL,, 6
�� [epjrig5141{OtbA-.►foojTrps3es 8o16,'pprldom60111,P.i 9i!proEnpsoaoi)dii'dotemecl igo'o"ridrm iipsatii6ileArttt�notlhe;"siTmtnpetmrssieolio®A•18oatLpii4s=Amlonrdom6oll(;➢,E
Job
Truss
Truss Type
city
Ply
Std Pac/6511 EL D
A0074400
65019
HJ5
Diagonal Hip Girder
3
1
Job Reference(optional)
Al Roof Trusses, Fort Pierce, EL 34946, design@altruss.com Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:01 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-?JuU?NG15kShZgYgpQGUdhSAl6mOgTR198mLBZyNsD
3-11-0 7-0-2
3-11-0 3-1-2 -
sxa =
6-0-2
LOADING (pso
SPACING-
2-M
TCLL
20.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
10.0
Code FBC2014/TP12007
r5emq:IWul�xtrgdrn L•wpe?11BDC 1NSL'SrSEItEB'�"6EptlSLTfWfE(DWWIIDgfY�1SI0Np'66ift'yItlAQ�.34UF111`.hra Yr.�desypteehrsmiita7odasnfMsimsCez�pkrtnet(IDGjad@eldkta(TZasSel,9,tilefntacef6ett.6e4rreu:gdessidlewne shhdnl&iDD,al/
-. l4itsner;mrrtoast6>aHa.11v�gelCflb[nrnAlt�ituS.DesmEepne�ItfystleU7FeyEec;ExsaiatwJ�Dreinlms®wertmx�7MpdnwAleegrtxdleyresly�l;�IArl'nReiesy�afrs,}�imsk;7mOnM)DDMfuEml?)i_.jkdngtngrsrNut lwtgnH�ns>,lIpi ��jOn'Y'ToSa•III•+P;E::
d Ydtti{ttsml�tl:�IsllrrspritrtrdCp,One 6�Otmt caSmd rxtla0et+ltDevatr h)q ustMdrSel[GtltA(attlr4olN.ag ak¢ItMi�tk_gjcitu'c19rt00rdml�eNnt dlSe rtasLeddt�tcM',Or¢e wmllefwidb�mgsHOk,tt{uosfi tld, y,;8W
0883
4 -- , dtr asj�esgsred(asMz eaw�+a�matr„rnefm ��a�,nargrIemSdh*4iaaeltndauaseia,eanraecenae trlrt,�esa �eawori+Ri�r<r:ueti�i i�sstmyaye''ca�suuas+�r+:rs
s� si oh ,)e 81yd.
., r5�sl;iilfiuA6ra(amedutr J.ipD�larurl��Ottb rw5es ¢relg1.'Tn lnnCesp6 dri; kOF�sLDiuq hsi�t. it rn;s$jsR�tttuttial�lOUISbF lMD,rihi tuuS rtiosi:ta ilaifFl, FP.I e • p fce, Fl- 3a946
---- � [ap'pigMm;.$OIbA=lfoalTrpsks-AdMcnrlFipm6Dlll p"F' AepkadogiapohAi;dac¢mecf�inpnp[nm,rs'prodi6i(edv'nth6otrh"e,"tnAien,permit+ionliodF.diRnot Uut5t4Aottaayl•7oin6oll{,�P�F:
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D I
65019-
HJ5P
Diagonal Hip Girder
2
1
A0074401
Job Reference (optional)
Al KooT i russes, ron t-terce, rL 34u46, aesignLa'Etruss.com Kun: 8.UZU S Aug 31 ZU16 runt: 8.U2U s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:01 2016 Page
I D: W?qu Lcr?Re? LfzLe98RjH4yH M91-?Ju U? N G 15kShZgYg pQGU dhS9j6m agVtl98mLBZyNsD
3-11-0 7-0-2
3-11-0 3-1-2
1.5x4 II
3x4 =
2.83 12
10
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.45
Vert(LL)
0.22
4-8
>381
360
TCDL 15.0
Lumber DOL
1.25
BC 0.33
Vert(TL)
-0.27
4-8
>311
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.00
Hori(TL)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
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)
3 =
204/Mechanical
4 =
98/Mechanical
2 =
467/0-6-8 (min. 0-1-8)
Max Horz
2 =
142(LC 4)
Max Uplift
3 =
-159(LC 8)
4 =
-11O(LC 5)
2 =
-348(LC 4)
Max Grav
3 =
204(LC 1)
4 =
130(LC 3)
2 =
467(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
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 100 lb uplift at
joint(s) except at —lb) 3=159, 4=110, 2=348.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 52
lb down and 58 lb up at 4-2-8, and 52 lb down and 58
lb up at 4-2-8 on top chord, and 104 lb down and 16
lb up at 1-4-9, 104 lb down and 16 lb up at 1-4-9, and
14 lb down and 56 lb up at 4-2-8, and 14 lb down and
56 lb up 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 (pit)
Vert. 1-3=-70, 4-6=-20
Concentrated Loads (lb)
Vert: 10=-12(F=-6, B=-6)
Load Dell.-3/16 it
PLATES GRIP
MT20 244/190
Weight: 27 lb FT = 0%
i;acie�=fleas SnsgfJlaMW4f}!dIWC 1�S�Ei`('EEItF!'jGEC1:41[IrIr3rOkYAA08f£USE09j'2Ufft'I IEIACR3dI1i1EI"teias-%i}�ass�s pseitnsattea4MeswMslmss Cssyrpnia�(IOb�arddciel}ea/ITamSall tElefseat.5ss�tSdes¢:»e>tleh:sd.Sstwiss.dsiiAttlkeTOQ.�t�
WTes�sra�rrk�s;!ffik atlMikTC�n�im01�►saTresSOstryaErpae�aN.e,ips,?ebjfetbeR:sb GkFetlata`TOO.jyassas®megta•etJCsryskssUgftFpeeals�mrmilttitirtsfes'tilshrsigssleelatie7DD Nr ult4li}Lltx tsip��sssarlw hxYry teHmnsisl�ry ��.:'. ....
talauititiislrstsfa:a.E Etgiiueta rnsdOdtdui0nu ja ihm.4na�nus3ttner'fle Frtt+atMsiaer'u` asrt3 slpigE.s RCalpsrn,2rHgakadlN Es gpnsdd 100aiasld!$s,�dNelreinadd�y�d'mT,'s'yra'a �snOdnne9.Eu¢�s4H&4ettsrw?O.Ord '�' tho ' yT,808' 3' III,P Er
' VipfdcpOy,�cesratd�sr ea`arHs exm�reb,dEsep�u,`raaprda'mrdleiTmtu,Pf�;���{Ettaj cE>iii<q�Enmisruaer/Itrawer` earn' mare lv i�es�i term+ zagd�i�rw�T,ssow Ttessr� y."tdreets�z' aes's < D08:.. 8_
.utsure/atavedalud. ttr.q yEriuj a;v;r:tt:triTnrtt� y,6pun5eotassmut etupuwmusrrtahEutrtaianEairt To uaru or/d®sumi 4 5� t LilcieB-q4 .
�. Fort PEersel EL ,34Q46
- [ap'pig�is�6plbp;Iio`oJTrosTes AnlhpSrlTOm6plll P,f Repr�'vgtoaoEt�isdonmeif Egoo'yi6sm IKprahi6ilcdmthomrd`etrriltinper�nisiicnhoaiAl6potTret{e"s=AotEonyT.dota6c;llfP�E�.
Job 4
Tru s
Truss Type
Qty
Ply
Std Pac/6511 EL D-
A0074402
65019
HR
Diagonal Hip Girder
9
1_
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1-10-10
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
JX4 =
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
NO
Code FBC2014/TP12007
4-3-7
runt: ts.uzu s Aug 31 2u1b MI I eX Inaustnes, Inc. Mon VCT3l lb:l4:02 20 i6 rage
rr?Re?LfzLe98RjH4yHM91-TVSsgGfsl aYBg7sMBojAu7JvW2MZuyRNoWvk?yNsD
8-7-14
Defl. = 1/8 h
' sScsrcq•NenrtlnsgNpuiL•rCe'i(&TL 18LSSfSi'SEIlEt�6E�fl�1FWSb(DK{dOCIS�1S10Yj'7Cki^dd@Oif.(£UfNI'inmYritpi,slppseetns�eedrmM-algiTmeCesr��awi��hUl�ad�ldice(tloskelJfLlefu®:espxtEe<�eau,OrlessirZtswlushiideelle100;aeil
WTrspfct�rplp,�s/dtOresd lgtlelCUnNrrbl:}}rTrns Dafge ESJtIa Sppdek7fephtr re fMuuf'lADprysKahmaszNa:ed�epAnu�al:a}sempmlmlMliryhrlEeln.pnde�i?hrst kpFttOndtTUD ed7 pdN iiJl_'ftedKgr�neepluo>•�hsmymsams;>•>a�lm ,phtho�'`T'Tciribd IIPE::
�� e�ruditiiTrssffamlgi[rtis flit+7u dT6ptlRi Ovitr 4'�Oraaregbmdeprt.±6epiiT.o-t �esmq oPoeiedv1dlSe,ULAeB(ufp�If�psJ3i�ohWT4i1 (tzgynn�Sd6Rlppdm,Kill�el lk rrocL$Idrpkad's ro��aekm9gm�E`n�slmkf6tri�psot3Ctpti; Y �}8D0 3 �.
. IIB6A�s Yrti(NLtON, LTt Kfd rJl�u�:lrpl6Jlk �urtal llrLLw lIi' In1ph n .�:DJf �.
a ... !+. , sC' dfmf � a4fa}GEwa<a 1n�fsat o �i e•�rTene der nrle sx� rtm +mi�ida:�%�rAr,semor" tK:e� g�5 iwTi�: nx r w,si 445t 5t l iclo Blvd.
:. '- s5�sis�1?6,r`.dlpzfptUN?j[u�i. sl�prJupEpsA{esGe 4salyl_ 4!10sdug 6pfutrh YOT'fa0M pup ii;NTnKSts!eateptff sq 6ofWbt:Jlfogts9n7tantmnOdm�W1pLI.,
Frirt plercei k :349„46
•• � — Coppigfilk.x616A-1Puu)irpsKs-d"nthcirydom40111 Pik keprodogiegphhifdaermecfasgoorTorm pspto6i6AeE,wi�oelthemAlenpermKitonl(ot�AlQpattrii;esAelEonyi•Tomhglll,`.P;E;
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 ELD
65019
J3
Jack -Open-
1
1
AO0744O3
Job Reference (optional),
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:02 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-TVSsgGfslaYBg7sM8ojAu?N1 WABZy6RNoWvk?yNsD
W3-0-0
3-0-0
zxI —
3-M
3-0-0
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.22
Vert(LL)
0.01
4-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.11
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 FBC2014rrP12007
Matrix -MP
Weight: 13 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 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M 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 =
76/Mechanical
2 =
247/0-8-0 (min. 0-1-8)
4 =
35/Mechanical
Max Horz
2 =
102(LC 8)
Max Uplift
3 =
-58(LC 12)
2 =
-187(LC 8)
4 =
-2(LC 12)
Max Grav
3 =
76(LC 1)
2 =
247(LC 1)
4 =
51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=187.
LOAD CASE(S)
Standard
�'en�=tlene RrzzgNrnd rt3v'AIiAC'l��S�`SEIli�6E�z1Xl1EIilF8[O%GIIIdaSP1A0141'7Ctf1'IXRAQ�fifYfAT.%Iziac:l'e$�dzapTamduc�ieadrdesn6s'ImcGis�gaxiry(IN��81H{zajTfies3�0,rElAon;eLen�Artease::.Veless�nv sesAiittti6e146,mt� .
Wierarsmrrhxs sNltkn,IhrrielCDrohsdit 3slrihs Wsfspzr�l�L SpznsCTCeymce:X zk zezlussxX&D(eTnszMuweysxtirtgprzkzsnnl apae�MlszstlUiry'arRe hz.'gda zmTms kple0alh7DDed�udsl l'tFl_7ld desyzesssopws lzzLgndamzpivldal
csL tesfttisT�pistum 6�ii.lh[ yindidXtlt'e,Oner ihD +�ziraamaeT+mwltW13 Ues�szhR%unvtrfiSeltt.A R(a1Rsl+n.�r`Ifaga&alllFl Rz9»nddRaTDDpi uj H edge tz fsJ',m sSrce usn.9Cucu'6 slzHkmtreRsu3u 'd �lUithO'IyT 80i1e3 III RE:
RaFn�aSUUyvtd(daeavetf saian:ICo,dz��5epminsmis�snmralnugr�Sn.u�eh�tJau.+�taSrtdiwvrR�mlekrnksgzzndzeaan tr [�SnsA�tesTterRwn[saki,a#+Sa�tt„zQes%e,{N?istfti�iiaruH`sdTcersu?,�u;Jpert�eu -:
:ilmla tstizilh;tagrcdyfn3.W shan�zpkrti,reiae�leeduQ Tsttrn?Isp�l�6'hetts ACTR$.dwq c2�,qey;nlms$yssmfeingirta2'6altiipfagdwttlltm;usw)Afs l�zTikl,_ ...., _... F t4k5Pi�L WFL tV(l.
�� [appigMQ$Olb,Altogirosses, AolScijlJomSpfll PT Agpr'ada'4idnottGiidotumecf�irt:oo"y,(bsm,[sptoti�redeti�onnheritiiteo.prtmstsioq[foa�A1 Roatiras;"t's`-,Aarloa�T.7oie6o11f,�P�F. � � � s �����
Job 4
Truss
Truss Type
Qty
Ply
Std Pac/65.11 EL D
A0074404
65019
J4
Jack -Closed
7
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.ryW s Oct 7 2015 Print: 6.020 s Aug 31 2u16 Mi I ex industries, inc. Mon -Oct 31 wi4:03 2ui6 rage
I D:W?quLcr?Re?LfzLe98RjH4yHM91-yhOEQ3HHdLjPp_i2wrJyi6XYSvUmIPMacSFSGSyNsD
-1-4-0 4-0-0
1_"
4-0-0
4-0-0
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.24
Vert(LL)
0.02
4-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.22
Vert(TL)
-0.03
4-8
>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
Weight: 18 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 4-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
4 =
157/Mechanical
2 =
283/0-8-0 (min. 0-1-8)
Max Horz
2 =
120(LC 8)
Max Uplift
4 =
-85(LC 12)
2 =
-197(LC 8)
Max Grav
4 =
157(LC 1)
2 =
283(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) 4 except (jt=lb) 2=197.
LOAD CASE(S)
Standard
. --.. gmae��fdtasas�'ai,nuxPrt'L31C0#IiGSSFS,",5Ete.YY�LEeHt(�titi4S6tgNpR'r71S�inTDiA("tUedjf'Y57�1E4�a1'�era�Tak(ii{apmatMsrois»duusu6rs,r+sat?tsipg�aup"40j.�lklrtmcliitvill'sF;EleMnu�:Nkin ase.-gdnsi�+na>lded(ahTJ7z+�
:..;..' W7elimaeasr)bsssleQteneffeirii`s�tr'ieretd-disT st6esy�Ee�+tt{u ireca�i[e;?en„,YnSeJ�e]i tiro+F�see.7mPi�lasiedksr,dess�ega�,tegn}ss�.;h frc�zirstptl�@shg.lnssd�z2w4!+1 Dnl+ntrsTPF].Ts�LN�csw{-'?as,Yedxpnsieat,ti�4LT!•:.,�TnifiO(1y.�:T'4ilbOsllr;-P.Ei
ai�siA5i3snshyra7tr.Dogs;�,esrnri,kdbef±W.uegxttl}¢?km��eFsstx_Rih�n�bd+.s�'aldtlelrGgelt(rdCthidsz.i�esieaillFI,Tgq�rirtka�i�Psdcr6ellnealuaLns;:�tL��.Mi,ylrtc?k!,c�w95i6efnpus�l'1Ai ;fi80083 . ,.
r tuapo y�nx!(emw and �ncnmxar�ne�r�c ss`a.d��,� u.r y(e mks ma:see�lr 4as ec mrdssra�, r�iensxy ayeecu mid n ,ep 6��e�D sat ran: ,meta bi+unmt. sua c��r a 44515E-_Wi Blvd.
:.` ' ' . ` eadxs k��lD s(tmi�ipreefptcfa„�iglrff9}tilRsbnl t�.(it risDtsyatqutuis[�icutr�wt•Msgrer}�srssSfsli�Ecyxistdn,iulktg 1#:s��tel�rrrde�fitGaxn tki, � ��
... .. F.od Pr2rce' FL�3449b.'
.••��'��•(cptiig6r;v9gi6FlgoofTussexAnl6`geyLTc>nhaiII1PFRipsadnuicnoStEis"detnmcesrncriyfos�ssprodi6il;d,xd5ont16eetiiteAf��°{siontiom'A19autLai's'es;:AmDoEy,CTomD'oIIL,'P;E:
Job
Truss
Truss Type
Qty
Ply
Std Pac/651-1 EL D
65019
J5
Jack -Open
8
1
' A0074405
Job Reference (optional) I
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. Mon Oct 31 16:14:03 2016 Page
ID:W?quLcriRe?LfzLe98RjH4yHM91 yhOEQ3HHdLjPp_i2wrJyi6XQRvReIPMacSFSGSyNsD
ilk
Jx4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
0.15
4 8
>397
360
TCDL 15.0
Lumber DOL
1.25
BC 0.42
Vert(TL)
0.13
4-8
>465
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
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
pur ins.
BOT CHORD
Rigid ceiling directly applied or 10-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)
3 =
140/Mechanical
2 =
328/0-8-0 (min. 0-1-8)
4 =
70/Mechanical
Max Horz
2 =
186(LC 8)
Max Uplift
3 =
-180(LC 8)
2 =
-374(LC 8)
4 =
-103(LC 8)
Max Grav
3 =
144(LC 22)
2 =
328(LC 1)
4 =
95(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed; porch left exposed;C-C for members and
forces 8t MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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 100 lb uplift at
joint(s) except fit --lb) 3=180, 2=374, 4=103.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 19 lb FT = 0%
�crJx�tlme6uu�Jplede+rdri(tOtr(IVYSES('S�LIEMj,6IItlrIt1r11tSE(r!k'CiOClSfl1iT4Nt'ICP3jdOtlL::A:t�N�tl]XIrta:Se:�jde.�,�roeaetNeal'iea3rasesnlils7mseCts��evu�(IOi�adkJel{rajl.',(m�ha ll,tEleives:iSktlBe6ueme.p�efsiilnruesMedttlErlfiA smlp
'.:.`, I�leS(eesclerpm�sAJlbta lMlfelrD4lneIN-\Isrttne pes�p Egsgt't{ir. Hgedl.Cip�!a�rsspinrte)Dorzpestnr®anpro:ec�rNpehss4nrap�ame�ns(enriJnr,Mthhs7rdR�sxdsTass kplaeEniklUU!?heatnlPll Ita dn�>ssatross ha'�mlann=snmsde� ;Ail#ilon 'T'T4� b6III�-PiE;:
' -.. ed-vAfMilrte7sc¢.I�I6gfiritncprdfiRlaf�,Omr LM D++ucscbm:il�m�ide:b+�Muon ia�i.�dlt�lU.A,,RtallliGa6Ybrgu6dlNl,.ak9P,�dd9el0Ci?i ugfid7haalh tr?tG.cddapteMngfs'�eu h�trReaec�6,oq�ik�i'tt�%¢+s3itiEf'.' Y �BI1083.. !.
Rar 1NeelSrriat eelrtteMmttltent� �lvte 1Prles9ge uti� njs¢pdsFesdl,ti'as0esivH+tlrastFes5.i6JhietcdltcssR�lhilamea:ii
' .'. a�'da30ul�.yusceneuvR;7eq�,:laam�Ik.7En,d�sep��n:m(p aefnKal�e tpliur Gri�'�r�gk`GI�'��1 £ 3? -_ K# _. 5t`:.:I:yelBBly`
c�yi �tefiliaEpaGtbeAa3ruA.RuWsninpl:rel(pennlmt(rtCTltlrvisiktlg61fu�56016nr+dLa'l4�peti MTnss3Y��l°Ipegrtpq 6Agbp�I�npCM1+re9iwwmps�tlarllalrW,, 445�
'--���- [op"rrigM��Dld�-lto"a,Ilros�AalAoiryl,Tom60iiiPT�iepfo2oeienpilAis.'damnetlt�iooriylormii'ploAibifSi(xithpeithewiifllnpnmissioaftoujA(Bcailp"sie"r-AnlEony'io26o1ifp;E; Per ,tj,.. �Fgrt i c� FL 9 6
Job
Truss
Truss Type
Qty
Ply
Std-Pac/6511 EL D
A0074406
65019
J5P
Jack -Open
2
1
4
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:04 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-QuZddPlwOerGQ8HFUZgBFJ4cGJj61 sckr6??ouyNsD
5-0-0
N
ZX4 =
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 0.68
Vert(LL)
0.15
4-8
>388
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.66
Vert(TL)
0.13
4-8
>462
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2014fTP12007
Matrix -MP
Weight: 19 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 5-0-0 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 guide.
REACTIONS. (lb/size)
3 =
143/Mechanical
4 =
66/Mechanical
2 =
328/0-4-12 (min. 0-1-8)
Max Horz
2 =
143(LC 8)
Max Uplift
3 =
-125(LC 8)
4 =
-85(LC 8)
2 =
-316(LC 8)
Max Grav
3 =
143(LC 1)
4 =
92(LC 3)
2 =
328(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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 100 lb uplift at
joint(s) 4 except at --lb) 3=125, 2=316.
LOAD CASE(S)
Standard
elie ssia-hGi'stai8elT� ss�eu 1L dem.e.h,et&_6revseUdesselleriusMilnittil6G ae1 c;ie!•Nene�rx+gElperisrtielklWC 1kSSi5(•SEl[Et'�,6EYc7�1F1(WS&(OrJIIICISNSIIiY�"Epill'}dFitlC'd!3f37iAl`Ioia:lcBldunpvanEnsad se9usesnlvsTm Cn�4s !4 �
u�teiirlhsss!>ttruRlmik>coatmuAtsll�:Sonmrttve�LeSleleUrreih;es°klxsnfautlUUrN�s®aullssstshirsjesslsaln�ttdhpdssrApA�firlhfew�igMtm�Tnstky�asdagRT60esI1vGi r}I.,T�degeaSuotliesbtur. n+l�,K,>nu� ;,pritho� T:`7omE>ie'III PE::
sedstedmislrea�mt�lE.gisecnsjusd3d(Ake,UnuFeDvw.ccASimsla�CxBtlr7.npUn6ssromuwielHeIILA(�!(ulpels6b3bge�ksdlM�rkq;���ldrtopai�,may.scan+rr�,:�n3t�rny,mat�mna�a�6i�ssre�&nsictsl,:a7tl, y�81)683. r
�uazpor mtameav„4�nhss a �OtljDmOap�nsswd4ldoers!rniutufGslcnd�rhtfhtmsan�(6Lr1js#n 3�TFlmlAflsi�ellr�rlkt;eend�0�elrlkms pses6+nnaddii�tlN✓MuOssssuJmsiCtge6�ruadTmssRadaitte.�roeu 4451St.,16cieBlvd.
:. ' .sL rise:!ifiYlatadrsdulr.J+nvirlmllrspjvEas ussi+tl._YlslnisPtsiaBlhlerbbOT�sE+i,y&Ypai:r?rnss SlsRa iotpettslmilleigtrl:,llloautt�keas snaF,IdeJh;TrN; ,FQrt
000 FL g046
' -A I.oppigfit@:eUIb,AltoolUp;usAotAcnjf�ipm6p111,I'f'AepmduttiGnoltNisdosemeklzjrtb'n"yinrmts'psodi6ifedctithoonhen+fitn,permefstnnloo,AlQcpfTipi;Pi:;AorhpayT,Tom6d114,y�E
Job
Truss
TrussType
Qty
Ply
Std Pac/6511 EL D •
65019
J6
Jack -Open
4
1
AOO74407
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct-31 16:14:04 2016 Page
ID:W?quLcr?Re?LfzLe9BRjH4yHM91-QuZddPlwOerGQBHFUZgBFJ4c3Jk41 sckr6??ouyNsD
M.
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.70
Vert(LL)
0.12
4-8
>570
360
TCDL 15.0
Lumber DOL
1.25
BC 0.60
Vert(TL)
-0.17
4-8
>414
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
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 5-10-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M 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 =
171/Mechanical
2 =
364/0-7-4 (min. 0-1-8)
4 =
78/Mechanical
Max Horz
2 =
160(LC 8)
Max Uplift
3 =
-132(LC 12)
2 =
-224(LC 8)
4 =
-3(LC 12)
Max Grav
3 =
171(LC 1)
2 =
364(LC.1)
4 =
109(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. Ii; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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-M wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except at --lb) 3=132, 2=224.
LOAD CASE(S)
Standard
Dead Load Defl. =1/8 it
4
m
N
PLATES GRIP
MT20 244/190
Weight: 22 lb FT = 0%
=1 '•r? .. \t r7lIT�6t8FiAIIC :,: .� iiY'd'I@DNl�dl+Falfitim:%. d :.�s�d'rsNo+ssnpilsTmrCts is....'ad 'f.Tas3t lJ pilAu�a:kM}da>st:�0elnsiilt visasrdrl�IkiDtlaai '.. Dcemt Inse l6veegsdpnn 9� BTBDC l�.'SSSS�'Sf tits, 6fD flilS nCUAO i�r � � mAln .. 9ta"" !(iDD� neldbeap . t / .
:.:. BhTeSacs�trp(mea d�rMisIMDe1C-0mhedN',►.Bias Drsgpt dct�{ix SprmGpleBaer tksedu TEOpepMsmee�ep udMprtlns{ml'etpamr�rnlx•iytryhrtltMsy� Mrsm'd ims kptaednlhNDodr nkrPFt YAe Enrpsm,Nswprins ln#g mJems e*rrtRi4q j: ,A'hOn 7�TOtnli8�I1i P:E:
�tvaurT�i�iir�limn;ptMareritcDnnDvwjtPnrsaupe.r;imoec,mmal�ntucA�B;nBprlrml'mtcplai,cpyn�neIDea7mtun.ird(nsmatmtdse�risnmDcfvlaGw�Dac�anywmard y,8b083.
ma q oes uttewnl BDacrssDrnm9ciCDu(nt eke:alydd d6ttditu d i
. 3 � <. 1„ 'ft-,...�..1 a�aa�ltalavtiv! rGljpilGifadS,}IpmlStts enrdtmMkag�tui grdnn It Id3ti5flartspcerDnaAts�df�SN �ti'rss➢e!(nnrTtes;ttsge Spmve�l@ss)taA,Naereiess
t5a»iselefiteilpat+Nrudaud.?�ntrRA�tpLjt�Ipeti•I�xdied. tilTrvrs Deep 6rLuabk0i16e&3Lap Dewpp wTnstStmo.I9juetldery6ANmr+lfvyfi vefuvsnio3'Id1rW;,4j1'St. 1:,ICIQ Blvd.
^Fort �rertQ; FL 39946
�9pniBbf�.;tpl6d'ito"oliresses•Aath"cnji,iym6dlltP;E.BSp�odamtau{lhisdecemeetripcujfarm,ttpro6i6i(edvrthoMiheitirAi�npettmss!onlin%A1600iTrji;"e"s`cdaTlonpi•Tom5o11f;:P:f;
Job .
Truss
Truss Type
Qty
Ply-
Std Pac/6511 EL D
- A0074408
65019
J6G
Half Hip Girder
2
1-.
+
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: /.64U s Uct I Zu1b Print: tl.UZU s Aug 3T Zu1b MI I eK Inaustnes, Inc. Mon Uct Jl 1b:14:Ub ZU1b rage
I D: W?q uLc1?Re?LfzLe98 RjH4yH M91-u47?gIJY9yz72Is R2G LQnXdsmj7pmH Dt4lkZKKyN sDt
1 40
5-0-0 _ _ _ i 6-6 4 ,
141 5-M 1-6-4
1.5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.38
Vert(LL)
0.07
6-10
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.37
Vert(TL)
-0.07
6-10
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.17
Horz(TL)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix -MP
Weight: 31 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-M oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-6-4 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 =
424/0-7-4 (min.0-1-8)
2 =
429/0-4-12 (min.0-1-8)
Max Horz
2 =
145(LC 4)
Max Uplift
5 =
-422(LC 4)
2 =
-417(LC 4)
Max Grav
5 =
424(LC 1)
2 =
429(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-396/313
BOT CHORD
2-6=-334/329, 5-6=-357/347
WEBS
3-6=-263/275, 3-5=-553/568
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s) except (jt=lb) 5=422, 2=417.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 204
lb down and 275 lb up at 5-0-0 on top chord, and 53
lb down and 128 lb up at 5-0-0 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, 3-4=-70, 5-8==20
Concentrated Loads (lb)
Vert: 6=-46(F) 3=-140(F)
0cgiylimetBnte¢arnn ri�f'tl ptG11Gi5f5 SfUt�6f Ellt'tirllSd[E1'iv{[gtSSNSTg�j tr[t1:t41�(���fAt�,rnEl`: YCIi(�LV3l �thli®IIEP}OimfDtl9iSTIP3S�'FSNJA �}IVNT�ir�flf�n Jln/pTi`03S9ir,rirdnnl�tlllfpPSt^gdtti(i:6 V15l ShhanL�'tTgg,�t '...
Widnc}:4rrmres ddikn,a1p0e1COLheVIFl51Tr31SgifhtfiSPR•J�tSii'JdIJE't�tKydlSlllnlNrpU(NfdEM®HIty69�R.dl�rfliiSWgl lF"y1 ItfR1yN$Ir11�Ar rEths.ipddxtisr imEtepl1elniklODtdr mhr r7}t...Ikk?q�aEs�oyluE„intsy nNam u.�ahlay jhtht0,VT6iri66I11AE.
n:
IaLe4dMiTssssmrLa6�ltthnlVl fire Over lW Dwm cafi'rinse?+da$tli Msmerii�6i;udeilel0il[(Ae&[n{BelmtalCclu{odeull'11 qp dd®t106�ilmfieMnedt6t iroir `otde�tma'sus'ratsa,'ttOWnal.E"itoq`s5dkda ttpc�sn, P1 N:'..: <*E83. r.
be�xamae[eeseo aiur shame re¢esanlrgmucai„nand(rylpYu�Lay~d)q�n■�ntlWrdbytn�fseciaerdmwwdt�ne lrrls�[i�e� Miosaeir�rupeua«Tm;tffsysype?mcairesraraefat a,si '_ ; ' ciei3lvd.
:' i�an.lutefiref6yaladyertflr{sdq�m Rrpngl fL�usxrsveigl'riiinisAetip6pnerls"ufITSaAOtwpC>eurnr;nintsjyfimlerfeie�tmr6+iWmr lBo ouiefkmsv�os du_J7a7rH.: Dft PiB c g
445t sr w
F r F,L J A
' iopjrigMSCRUIbA=Ito"ojl}psis,AolHanjl,Tpm6pl0,pf�Nsprodugianptthif'�ocpmecfm:ooplornEiprohi6dgdi�ithootttieiirAfiripermisuonlipi�AlRcp�Lpfse"s=AalkonYTlom6olllFP[
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D If
65019
J6P
Jack -Open
6
1
A0074409
Job Reference (optional) r
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. Mon Oct 31 16:14:05 2016 Page
ID:W?quLcrlRe?LfzLe98RjH4yHM91-u47?gIJY9yz721sR2GLQnXdr6j65mG_t4lkZKKyNsDT
-1-4-0 4-10-3 , 6 6 4 ,
r 1-4-0 4-10-3 1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate'Grip DOL
1.25
TC 0.42
Vert(LL)
0.21
5-9
>371
360
TCDL 15.0
Lumber DOL
1.25
BC 0.42
Vert(TL)
0.17
5-9
>447
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.25
Horz(TL)
-0.00
5
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP M 30
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 or,
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-10-12 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 =
277/0-7-4 (min. 0-1-8)
2 =
390/0-4-12 (min. 0-1-8)
Max Horz
2 =
173(LC 8)
Max Uplift
5 =
-279(LC 8)
2 =
-368(LC 8)
Max Grav
5 =
277(LC 1)
2 =
390(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-279/412
BOT CHORD
2-5=-5l36/267
WEBS
3-5=-373/834
NOTES-
1) Wind: ASCE 7-10; Vult--170mph (3-second gust)
Vasd=132mph; 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; porch left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except fit --lb) 5=279, 2=368.
LOAD CASE(S)
Standard
1.5x4 11
4 Dead Load Defl. = 1116 h
PLATES GRIP
MT20 244/190
Weight: 30 lb FT = O% .
'•v."!
�, flWess�aeksioe»Se'eRrier-afigxt'lNeO�eskU«l1D^�yl'ai;rxaysrasdg�f�nmJttlairtettd�ntaliOk,rt{$,.G¢eRq.dttulhlWasyst�tll;ad�iti'S�aStj4trDsbT3}ICai6011nenti`le�ml enPlpa)nt.e1dO0. nfTteI'aJ[U��naItpsDsLnBlli(me�tDla`,•RnpL(tIk6fsIGtpmflDs«Sa••eNIfOgfSlieTiUlSu+Otl�AriEt�s¢'�rtS3JiDra«�S�t'dCu.yE�r(roIBt1xtbtiCp.tM�fs736ij4ettyakNemlTsis�rid�ls�(mDsnfCfsiepmIajsliiime[�esrEflfeefiiied4l.s�tu;dtxCx,�en:VT>SDli!pfllgWvrmryD.r,el6rnS�eelWtU>ewac.p7ar�: %lt�iOe'eiLltotad«d9ealaaeiM1'lle«slhR°daETnyfuhegehlMesF,sTumm.aoD,migis ,�n!3�t«;n+lds�s�ea�aJTDaP�dproIrithoef4!a1a(p;I�iri. �eaSp¢+�>i;eM3sNtTtNmnessedtuenatenA(TeSTrmlrnoei,sd5,Ac,.ewnrl7aY4,gNto,fn,-1t�r7 e(fu«a®s;ei:rkrstAml�.t,;Mi)etul�,t7�bo-,w;ria «3vEue,•.n:SaOadD.he,�sD?siun„i!ntloe,ctKytWvtic,suelrrysksstim�hl2i,�.mnmrieetutiai'rtsh;T9sp�5tUcxater'�le,qTdi
s
t';Titi�in`dtw� eIlivI'r::
.PE::
';80083.Taml1,.44illmoi,m ua«uiepft6y*&slim weotDSeseNtaDhrmr4Da
FP.C4 FC3a946
' � CgppigtAQ,2�16A-Eto"o)irlsus Apth�crl.igmhblll P,i� Heprgtgewa:gflhijdecemerJ�io;o'o`yf6rm,t�pmtii6AedttnAoel't6exilttnperm,ssignElogAEBpvtBpiylf;AntEoup�7btti6oJlly.E:
Job t
Truss
Truss Type
Qty
Ply
Std Pad6511 EL D
A0074410
65019
J7
Jack -Open
32
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al.truss.eom Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 Mi I ex Industries, Inc. -Mon Oct 31 16:14:06 2016 rage
I D: W?qu Lcr?Re?LfzLe98RjH4yHM91-MGhN25JAwG5_gRRdbzsfKk9wz7OKVm61 IPU6tnyNs1
6-2-0
IE
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.80
Vert(LL)
0.15
4-8
>484
360
TCDL 15.0
Lumber DOL
1.25
BC 0.68
Vert(TL)
-0.21
4-8
>351
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2014lfP12007
Matrix -MP
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 5-6-9 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 =
181/Mechanical
2 =
378/0-8-0 (min. 0-1-8)
4 =
83/Mechanical
Max Horz
2 =
167(LC 8)
Max Uplift
3 =
-140(LC 12)
2 =
-229(LC 8)
4 =
-3(LC 12)
Max Grav
3 =
181(LC 1)
2 =
378(LC 1)
4 =
116(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18; iVIWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) 4 except (jt=lb) 3=140, 2=229.
LOAD CASE(S)
Standard
Uead Load Defl. =1/B it
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 0%
&esin•llua daagFlpedaw3e?t.ltotriNarssEttu^t'srenit"Tiuisat�[iuoesNstoi9�tpkr,dlxc:•r�tMt':i�:rr:3tde.iprvsaimssi'i'nlaaisulilstmsCssq+ioe✓uj(Ir'd6JeINe{I T9a�mI1,rE,lefna:eTheetBefmase.a9dessd'ktnustdelulkT�O mil
WTrxiicxmrphas s4.lrbos,ryieeiCOp)nsoi-AsrTtess DsrmEemea{re SHae§rii{m�n 4e salunrip6(epssdtsmasep�asdrterultswglegraeirtp@sluvMWrMI€ehs.,�d,@erss¢•lnss kNysAndeJ00Nr tiler r7J l.,Tl�desgamuorhu mt�y�dnms�Kirs�wl '.. ,pht•hony T.`70mboI11-:P:E::
�� iad okdtllsTreis�ml�IfwlilltsttpetdWteTta,Onv Mt bran i�ilLea�(p�CW11e,N�Omotru�'oArsl dns ULS Rturdrrealalago6a41°TI Rt4jn ddrl�TOOMmtul7 eieelHe[easswfsta3taM'.m��b�•neitrshApioid�uty`siiDktlR tips7.d..�pt1. _ ,�Stl(353. ...
MENd?�Peli�ta4teeleQn k3uhss�l rA leR. Ranil lleT �h¢[esi rnrd tidfargti.lt+ asatiry �H(rn4r. rted%In�rsrci®,;nrrnaerrt�.:Nd dar�nlftms �a:esa:ee,n�i�adn:s� re:soa:ieFn,Tr rsfa; rupmfTiszsr.�aaeJ mee,l�s('
�. s�.il;ettfitilly arwrralujree7gaiuwn(arllv "iitjtifieYrnal el ilj.Tiiss lY�b�hritsiCTaE�t3ailkspie; irtnss lys!eshluesjalayi`eildny:�lloyhiudvmstts';vi:"iefn-.I ra_RN„ 451 St.;WdO Blvd.
'(qrttFL 14946
(dpyipStQ,?QIbAl16ojira4i:iAcnyl To40Il OKep fall mmantthtdo.1pml
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D 1
65019
RA
Jack -Open
1
1
A0074411
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MTek Industries, Inc. Mon Oct 31 16:14:06 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-MGhN25JAwG5_gRRdbzsfKk9v17MuVm61 I PU6tnyNs[-
6-2-0
6-2-0
4x4 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.84
Vert(LL)
0.17
3-6
>423
360
TCDL 15.0
Lumber DOL
1.25
BC 0.77
Vert(TL)
-0.22
3-6
>336
240
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 -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purtins.
BOT CHORD
Rigid ceiling directly applied or 9-5-7 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 =
27510-8-0 (min. 0-1-8)
2 =
186/Mechanical
3 =
88/Mechanical
Max Horz
1 =
126(LC 8)
Max Uplift
1 =
-107(LC 8)
2 =
-144(LC 8)
3 =
-6(LC 8)
Max Grav
1 =
275(LC 1)
2 =
186(LC 1)
3 =
118(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 100 lb uplift at
joint(s) 3 except 6t=lb)1=107, 2=144.
LOAD CASE(S)
Standard
Dead Load Defl. =1/8 it
PLATES GRIP
MT20 2441190
Weight: 19 lb FT = 0%
;. r.I• gddTn w0p?A)rJtklFr8x5-�,IEC'�,6EDE1'.t`Tps1SE(9kiiIIDISNSION'��(tlIP�3�iNT�lrt¢:Ycd�3nryiryiTaaoetnr�Fetl�hsul'tl`sTmeDt:�Dttvisj(IDD�udiltltlltt(T.losFe 11 tt.,lelir�elSeetEehtt�u;Ddnsiilt rneshielxlktOD niX
WTerttee�fr 4as siNilty, lhstFgifDpSenW:.t;iTrsssDssyt,Firia�Da Sytnelry_ftpurFt.Insedatn TDptgssttmmme ;ewflN pthtsnatetpnels�rT$sesil, ry�trlFtles A is}T�ss kTthNi+ )DD N7.nlnl t. Y�disgsmN�l s hetr�nMa�m�%ts7p3r1 �Anthdny EToffi IlIi,'NE::
mltSt slMit'Ieissnlgiltrrsfir•frz;d7Gld�Cg,Oner taPtaus e4brtr't7el.HBeHD.�a6lkshm.Yaatte$lifel.pt$ierltltlrm.kudrtl7JryN,9S;ndiddt7DDa(tt%�iellhedne tJiiti�(dr;ld';)cne�bsnAmsed(n�s49k�rts{e4sdr'trA` t$U083 !:
Itsrnjglietv9luEdM L1eNKs+easm?t.ICDWftpWins�ai.I deraisrffiFldNhpGaieadshJj hamet �ifSfjisNulgSSw}iBmlStt3 trtiefttn��yeµisltsn)ttli$[eY?ilsjtas8intl91a7ds1isM MgThssireGsfa imfstnsD}sythm edl@ssftas,Ea,fattd ss.
'I",
I" ,ei6te
3, 9patuen_ ; t�.�t fr`fQ ebe�undrtl'ril Ris, ><Nti'kgrm! Dt ",;trrnesD,to iintol Eau go /xms,Rsorttrm�W7rF1 St Fuel 91vd.,
%FartPr ' 4
i te; EL "4b'
•• � - (o�niglif4;tglbAlti"alirossss AatEupjl,TDm50111,PiNiproluCseAof>his.'datpmeditoenjfutmrYps06i6j(edtn>haotl6amihenpitmnsionhoaAlRoolTrpis?'sAot600yT.-Iom6d11Fp�F
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019-
K01 G
Half Hip Girder
1
_1
A0O74412
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020� Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:07 2016 Page
I D:W?qu Lcr?Re?LfzLe98RjH4yHM91-gTFIFRKohZDrHbOg9hNutyiFgXgxEDvAX3DgPDyNsC
1 4-0 3-0-0
A A A i n n A n n
LX4 — l .,X4 11
3-0-0
3-0-0
4-0-0
1-H
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)
0.02
6-10
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.27
Vert(TL)
-0.04
6-10
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.03
Horz(TL)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix -MP
Weight: 18 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 4-0-0 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)
5 =
243/Mechanical
2 =
291/0-8-0 {min. 0-1-8)
Max Horz
2 =
103(LC 4)
Max Uplift
5 =
-143(LC 8)
2 =
-208(LC 4)
Max-Grav
5 =
243(LC 1)
2 =
291(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water 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 100 lb uplift at
joint(s) except at --lb) 5=143, 2=208.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 71
lb down and 83 lb up at 3-10-4, and 51 lb down and
56 lb up at 3-0-0 on top chord, and 49 lb down and 29
lb up at 3-0-0 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-4=-70, 5-8=-20
Concentrated Loads (lb)
Vert: 3=-9(F) 4=-51(F) 6=-34(F)
Netetlq flret':,;tap,'TrmerPotl-rEWfJ1USfESfiE[v"1'g'Ept!lIIFtU.i3{OKGTJeSfihTgld.,'tU+U'}ltCSggitOilb.il'iKv 4.rftlydis�� tadetrrsdr tiath7 ttWl��±sst? ittny "GA�aH'stfa*jT ITbttliyPLie`lt,nbi�gi1 $ott 1415iiiWaf iGi M46,;A
;.,` kQek¢mnhrTirtadstdnt nedbt.T,�bdttrlid 4{➢Tq tfieb�[ada�p (ed ireuYrlepa�sbt ttdwnrt PleseG7maae;tacahtr+thniad;e�'rYnugnym5;3pkr@rde;rpd^.•SR.iRa d+ptltdtptA t34�aaN retalrN Ir+d=sye tt:iu,_le�bs?5ar;ie'etF1rry
ndittbis,rsrf0, Ex' piH,esn4i°�herlS�C.nriit9idsd6tr t•tdnitr r� .ArittionvrTgnbalTt�FE�
?�!_ ,<,r <er adrddea tfH IlGtlx ld(edGdhdksed:adlE}L Ix �rier4tvbsTxtpdafiHNnttithLnjtrfi,stre;trs9m»aik�Cs3srugMArmpsiibitrat $.8D083 .
wkamrwutucm�mee�t:grrwoat4�zotp�rmnl msetv�eayr,rsxsr�„a�Trids`maasramt*ws:rmabut,�t>Nitea,w_�s�Ecwa sa�tfo:rrnurbem>aaErir
Wr�d*tiylrt�rtbrJ[prefepsa4('¢yimjcu!sndtd�SMlv!iD?u➢?fEtnteiti]*fhri(frTU3 trjt<atcSJltepEer�e tttvF`�tlgR9;ajAudt�msattit`tWed.m`Iblq, 4451 ucie 8 �d.
?Fort r^,i6i4 ( 34946'
•-•,fopytig6tD16A,IQauETjpsfesbnlfiaeyT;JepbcllixVE��fp.Srdaeianniftiis"dgrtlmtatine9�fbdmtfFrobtfi$bd„kh6nuildtirrNe�petmisslaaUnmAiigo{TfpYfj;�ntTiary�:iamE�II�;E
Job
Truss
Truss Type
Qty,
Ply
Std Pac/6511 EL D
A0074413
65019
L01G-
Hip Girder
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:08 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-Ifp7TmLQStLivlbOjOu7P9FHOw1 bzXbKmjzDxfyNsl
-14
-0 5-0-0 9-8-0 14-4-0 19-4-0 20-8-0 ,
1-4-0 5-0-0 4-8-0 4-8-0 5-0-0 1 0
3x6 =
5x10 MT20HS=
1.5x4 II
Zw Z Zo
5x8 =
c..4n RAYS uc
1.5x4 11
5-0 0 i 9-8-0 14-4-0 19-4-0
s-n-n 4-a-n 4-a-r s.n-n
3x6 =
Dead Load Defl. = 5/16 ii
5x4
N
I�
CD
Plate Offsets (X,Y)—
[2:0-1-11,Edge], [3:0-7-0,0-2-81,
[5:0-7-0,0-2-81,
[6:0-1-11,Edge],
[9:0-4-0,0-3-01
LOADING (psf)
SPACING- 2-M
CSI.
DEFL. in
(loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.76
Vert(LL) 0.49
8-9
>477
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.88
Vert(TL) -0.44
9-10
>532
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr NO
WB
0.58
Horz(TL) -0.11
6
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 86 lb
FT = 0%
LUMBER -
TOP CHORD 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 3-4-14 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 3-0-3 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 =
1349/0-8-0 (min.0-1-9)
6 =
1349/0-8-0 (min.0-1-9)
Max Horz
2 =
-52(LC 5)
Max Uplift
2 =
-1512(LC 4)
6 =
-1512(LC 5)
Max Grav
2 =
1349(LC 1)
6 =
1349(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-2994/3557, 3-19=-3792/4640,
19-20=-3792/4640, 4-20=-3792/4640,
4-21=-3792/4640, 21-22=-3792/4640,
5-22=-3792/4640, 5-6=-2994/3558
BOT CHORD
2-10=-3277/2818, 10-23=-3292/2831,
23-24=-3292/2831, 9-24=-3292/2831,
9-25=-3267/2797, 25-26=-3267/2797,
8-26=-3267/2797, 6-8=-3252/2784
WEBS
3-10=-178/264, 3-9=-1315/1105,
4-9=-544/665, 5-9=-1316/1105,
5-8=-178/264
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf, h=25ft;
Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
pondin9.
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 100 lb uplift at
joint(s) except (jt—lb) 2=1512, 6=1512.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 393
Ib down and 457 lb up at 5-0-0, 164 lb down and 195
Ib up at 7-0-12, 164 lb down and 195 lb up at 9-0-12,
164 lb down and 195 lb up at 10-3-4, and 164 lb down
and 195 lb up at 12-3-4, and 393 lb down and 457 lb
up at 14-4-0 on top chord, and 99 lb down and 236 lb
up at 5-0-0, 37 lb down and 97 lb up at 7-0-12, 37 lb
down and 97 lb up at 9-0-12, 37 lb down and 97 lb up
at 10-3-4, and 37 lb down and 97 lb up -at 12-34, and
99 lb down and 236 lb up at 14-3-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=70, 3-5=-70, 5-7=70, 13-16=-20
Standard
Concentrated Loads (lb)
Vert: 3=-138(F) 5=138(17) 10=74(17) 8=-74(F)
19=-57(F) 20=-57(F) 21=-57(F) 22=57(F) 23=-29(F)
24=29(17) 25=-29(F) 26=-29(F)
}'�siy=flnvlkenaTiJpleiier,6e' t80t*1L�5f�5fS(tUi�}6FfitY1IlEWiB(9rS1I16iSiVSf011]"tCff1'�j[gQB�ihfikfAihur,Yed{3esig,psoeeinsgi'e�drdesvtvsimfr&sght3rvh�(Ild�erd9FJil�IaJ LTss1p17,rL�elir�;ehretletsuee�tldnttdksrisesfihdrt14:i09,nlj
�alet?a�acmp�ec��r{em.lpinenoalr,dw.lirlrnsaumFit�s�dry[rpun;,r�Fnin�:mor�xrmm,aeps:w�r�eswar,rt:lsrili� men�d�e,<m� Tm,t,>�endeIDP�ehua�{iN txks�,.zNwraa, iul.�nda�tnt:r ': ,Anthon T7 , 6o III :PiE:
doudmsleeuGsint�ltgi3$rnNs?itSajd OnaR+Om,.;e:eim e�aer9ttii7tsr.0euaisYaAa'aau7efaltLA:x(n10�lsmlat6rguGall°fiq�e$pia�nciupr,lmfiMosrd�er, fas,,, u sraeus�mmnudtre�y .ak ?,gaw,1 {d; y.:",806 3... !:
RsrJka�Oelsg��ad(Mudiv,;Eic(sis.leAbdtlCU'ni pep�,u`sw{jnlerms rffuliiliu}La}t�ds�'at;���ri�!1ls�tl3w{Ifl miSi(i eet�IrrpMlaE.puiel,nilsue lr41 fi5rss 58seslusp,esi¢!,{�;i1�Msc,�esinu TRssBfsge�ydx gnis(ttuxatiii,r aasi..:
r�=t,t�,earXac�uieaaj�up�nw,unfi�pls�je�aa3ta�at�jd re7�ht�v ie�yem�s�u�,,pe:<�ai rrTnsetrsiew u� rt ta�nl; iim su�.e,o,mvs'{�udw;mi; 44Si 5L Weie Bly„G,
• a� hs, s � � � �ForCPtercei FL,,3g9ab
•••• �[ep'yriyMiD�DIb'd'IloulirpsSesAct6pajl.ipm6bl(I,P.FRSprodothcgoUtiis.doccmecQip:coytorm,,tpro6�i{ed�thovtt6emmfnpsrmisiionlinolAlRoalTru:;{s;0.m6anyi;Tom6d]If,;:P,Fr - '�
Job A
Truss
Truss Type
Qty
Ply
Std PaC/6511-EL D
AO074414
65019
L02
Hip
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:14:08 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-Ifp7TmLQStLivlbOjOu7P9FEFw7TzfFKmjzDxfyNsE
7-0-0 12-4-0 19-4-0
7-0-0 54-0 7-0-0
4x8 =
4.00 12
4x6 =
Dead Load Defl. = 118 it
4x4 = 1.5x4 II 3x4 = 3x4 = 4x4 =
12-4-0
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.94
Vert(LL)
0.13
5-13
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.51
Vert(TL)
-0.21
7-10
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.09
Horz(TL)
0.06
4
n/a
n/a
BCDL 10.0
Code FBC2014frP12007
Matrix-MSH
Weight: 73 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 2-2-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 4-6-2 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
870/0-8-0 (min.0-1-8)
4 =
870/0-M (min.0-1-8)
Max Horz
1 =
53(LC 12)
Max Uplift
1 =
-643(LC 8)
4 =
-643(LC 9)
Max Grav
1 =
870(LC 1)
4 =
870(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-1951/1824, 2-3=-1886/1836,
3-4=-1951/1823
BOT CHORD
1-7=-1547/1737,6-7=-1545/1744,
5-6=-154511744, 4-5=-1546/1736
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55;.MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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 100 lb uplift at
joint(s) except (jt=lb) 1=643, 4=643.
LOAD CASE(S)
Standard
msnep�llasetlnn�ipndv:E1, "aTtut lEL'SS SS"Sft!(�,QNl:llrlllSB(Tp7A0p4SO1S10➢pt7[ll^idAGrfi,Y�f31tAl'.Isi:r�1'nitkdsisp�paeniieiseiieadtm4sulasTmssCtsgn Gu7y(IUN�dfle la%v(rieklJ,rtlannse �Ani.Betnevse0elnsAlnwise sMilnditDtl�mlt '.
WTrkncxqurssr,uumhrnrrz�4�"O'LiiaTr>voesq,,f {uspzwry�groK;,nshinuwoorgnsarc®m asamprrtnsuyie .xmgmphi�ii�br$e�es aec+1 T�,s&paan .tunntruln),.Ivdes�,,,ynrnee;,hetaanr�nimsn..�dur ', Antho�.T'To,.:CwIII.,P:E:
du,dWslKsJamrq�rapuUenpusdla(dgOnn$e0wuysc6m(wWubrtt,YfnpAsmsd�idanlani[GAe$Ctsl)0rlmt. ga�d1°prreegjmaa$,1ouaasa�nerleer s�dnmdepseu,o-muweed6��sok�tuauls�ra; Y 'Td6 6
M6A'da�pis!p<erv�(eWNn 19nNssnairoRt RUnI$epaus®�pnfdnuilrulaUh��S�.aHhJrh4audn x�speniisid In ulSltlnramrN&rpeenerp+Cua IP'1la9as+u�, esTksda enadaAxcd C;9 ss oenn«ir?�:r�t3,iaaTre'�sl,Se�laN`era'n"s
'' t 44st� st wile Blvd.
s��nY�ipfpzdlppreo>reAa3tt9�auwnMpllsltjv5e4
(pealgl JIIInssLiup Bpcui�AOT! fad9o'Lkz,�vninsc$Yshafolri�iSelw�rldibpJllopMpttOumsir �¢�;rd® Ila1R,1- �F4ft ierCCi FL �' 946'
' - + � id` ir•M�-201b=1Poo1Tr0"tsel AnMan'I�TpmbdEttP:ii.. N"mdugion"tlhisdaremecrxiRoo';FOr�e s'sd6i6iltdix{thnnHhehiAllA;rm$unnfo�'AdBpaffre'ssts';AotEoayL+T.oiotiollfp,E;
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D r
65019
L03
Hip
1
1
A0074415
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.eom Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31=2016 MiTek Industries, Inc. Mon Oct 31 16:14:09 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-mrNWg6M2DBTZXv9CH6QMyNnTWKOri2jT NimT6yNsl
4-11-2 9-0-0 9 8-010.4 p 14-4-14 19-4-0
411-2 4-0-14 0-8 0-8-0 4-0-14 411-2
3x4 = 3x6 11
3x4 =
Dead Load Defl. = 3/16 iI
3x4 = 5x8 = 3x4 =
9-8-0
19-"
9-8-0
941-0
Plate Offsets (X,Y)—
[1:0=2-6,Edge1, [3:0-2-0,0-2-131,
[5:0-2-0,0-2-131,
[7:0-2-6,Edge], [8:0-4-0,0-3-01
LOADING (psf)
SPACING- 2-M
CSI.
DEFL. in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.65
Vert(LL) 0.15
8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.82
Vert(TL) -0.34
8-14
>678
240
BCLL 0.0 '
Rep Stress Incr YES
WB
0.33
Horz(TL) 0.06
7
n/a
n/a
BCDL 10.0
Code FBC2014lfP12007
Matrix-MSH
Weight: 78 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 3-9-10 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 3-11-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
870/0-8-0 (min. 0-1-8)
7 =
870/0-8-0 (min. 0-1-8)
Max Harz
1 =
69(LC 12)
Max Uplift
1 =
-626(LC 8)
7 =
-626(LC 9)
Max Grav
1 =
870(LC 1)
7 =
870(LC 1)
FORCES. (lb)
-Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2284/2320, 2-3=-1718/1653,
3-4=-1 652/1649, 4-5=-1 652/1649,
5-6=-1718/1653, 6-7=-2284/2320
BOT CHORD
1-8=-2077/2095, 7-8=-2077/2095
WEBS
2-8=-057/844, 4-8=-419/583,
6-8=-657/844
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vuit=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) and C-C Exterior(2) zone; cantilever left
and right exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 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 nonconcunent with any other live
loads.
6)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 1=626, 7=626.
LOAD CASE(S)
Standard
.. VYcna=lhesrl&n ndewma!S. gC�liM �'SEl(EQ�,6FNi11t�IEldT&(sJk7dIIQTSiV40N rtEY'IEtMV��£Mili`:Ined:Ted de ., �S ..(I � .
,,.! ',$T/ � � � r ugrryrapdenain/ir�MnhitmsGs bevier Up es01N1mi+alT Tceleli tilann2$htdBefotene 9dase0s riusMe4ndeiUtl Ml
9Teiura�trt�s•slslt4 tin
demoil lLL;Asatnss Dat
� a6os3
nEmardOx Sp fe{umeal9e snlarwTDaTyns[Mmmepta axtC+IMnuml epnnarmlx�iltlmbrl&1n��,: dtkisxll Tess taO atlRlpOmyvlerirj Llpq&sptnswptie"a Ir ndainst lgldrtt „�pjTtfl�'1 T'TUtiltxf dlI",P:Et:
tdafedls1®cssfx n+lgklbytatYrra aesata AiCe Us,[u Ga wur6eab�ade pBeW OnhsK 44ensRsidTu 11(.AeRtallfeLp lr 6Wlgi to gtmca9rTtlAai�firH>FrdNa ni;d� trd' s3%a•hshACne ¢d,z�➢�insp�?!§?PA..,: Y t
..,. r
4arAkejtlipadtennFa Agui�ss�IrxmAe.ICPasilfepm�¢talPdamsrfll,IaVuit'a{m�HMj,scma�Qllptrukd ItlmlSt6nr�tetncMyexdpdun ttrtdagns'xrggrest�utlrfaldAesdGtHsi"Dezi9w�Ta!isCnz3auu�11(e:sM.a>?iJ,+n_men .
< < 4451 SG L(icie.Blvd.
rAnim'tefieEdbtaiagrcacpu3.ga<,W,�tlMp�rrlttv'`i�skr�IT�. iiltnstl4s(TeE!Ib!Ir�SCr>dat+d£atlMsijeyeTns(srsxatnunrdwgldda�;rlfn�e'lndtuust�nid�{d1141, �FR(tP,IE?rCe� FL:i3�J9Q6'
[oppigtit�?$016,AItoolirus� Acthoiry,Tom541Q Pi' AepiodogidnollfiiF'dot¢merf i0.diiyt6[m,ispt64i6ileilarrlM1oolthe»r�tlEnprrmissipalioeA16po1Truis["s-,AnlEon`yiT:TomOoliC,;PF;:
Job 10
Truss
Truss Type
Qty
Ply
Pac/6511 EL D
AO074417
65019
MV2
Valley
4
1
�Std
e
Job Reference (optional)
Al Roof Trusses; Fort Pierce, FL 34946, design@altruss.com Run: i.s4u s Uct i zui5 runt: s.uzu s Aug si 20i6 Mi i ex inousmes, inc. noon Ocr s_r io: 4:09 20 ro rage
ID:W?quLcr?Re?LfzLe9BRjH4yHM91-mrNWg6M2DBTZXv9CH6QMyNndEKaQi7rT NimT6yNsl
2-M
r 2-0-0 -
v
n
0
2x4
4.00 12
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.03
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.01
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
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
"BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-M 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)
1 =
4811-11-4 (min. 0-1-8)
2 =
37/1-11-4 (min. 0-1-8)
3 =
11/1-11-4 (min.0-1-8)
Max Horz
1 =
23(LC 8)
Max Uplift
1 =
-18(LC 8)
2 =
-32(LC 8)
Max Grav
1 =
48(LC 1)
2 =
37(LC 1)
3 =
21(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces 8r MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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/fPl 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
PLATES • GRIP
MT20 244/190
Weight: 5 lb FT = 0%
vem�•fteau`�ryxrti+isrt4rsrcasnossEsfsji,`1'iu[utTcusa�arp�niSsi�S"ursYyz.�si�ra:4.�tmv:rats: s��mrursaef��tx€,exuis�sst�smr�our^oofeaoetrtiubr>ittatenua�ii�n:+s+.9�tsexs�miw�iaary
w7k�mmxrs�nlerser�xrw3ds:di,s3st toen�ie[4rsre�?tr�esednarl;nrr�axrdenrzn�nsesa>3&rdymhlt�t.Tdunrr=r+=�i Anthony TTonl6D71d,PE:
ttinii#thrnrkt¢T }ttrrnrx..�t(�fdr hx�,ds UreatpNu efyaporfatzfi'nsrpn�At;ci'da dBeli2 uelSi!s3641aa1?dawdRlllx.prsf�wM117'DMe1&.IiradmrGnafr.tr4oi,stm�.';`r.tr>§:k4rroAks3cAxtxxeijxibJ.t..fy' .8Q083
i ; `.: Gejtdfiy0est;�xm!!ed!a9x�R%`ed}sserr+�Saai'Asadrpsrir:wi{a�Eesai+�tadsdn:.dn�tt<ryFn,SH•mxtswor:�firnaa4r"sxrdna�a srFddi�i,3in�petd��uswd=ae?;��T,ssoe gs��cnst,�?�nenxi r+uxarte�p m,:q -.. 4 SiSMLuci2�81vd,
Mvna d+aalia(ugri r;rrtdtµsu,r�o7rtrUnu �I edF.IllinsslHsigrtt.gft?�iraetr�dar0:syetr�wFratsSnlesfe`yeemaln i`rlrep N1 uw7akzed'f»esetv`i dtdixe(b`t(ly,
iFort Piero; F<
TroY3494A
:f�pjfig6iaDlh'blRdoifiystes 141hart�7Tcm6c1(rrP.F. DtpredudiCnolikir�o-rnmtatia,6orTwm,rspro6i6ile8edComihewrittei(peraxuion6go>;gdRaatSEY�.J�nibaefTTogiDb91(�,E;
Job -
Truss
Truss Type
Qty
Ply-
-Std Pac/6511 EL LL
65019
MV4
Valley
4
1
A0074418
Job Reference -(optional) V
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:14:10 2016 Page-
ID:W?quLcr?Re?LfzLe98RjH4yHM91-E2xuuSNg_UbP83kPgpxbUaKiTkvKRa5cD1 SKOYyNsD
4-0-0
4-M
v
a
0
2x4
LOADING (psf)
SPACING-
2-0-0
CS1.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.25
TCDL
15.0
Lumber DOL
1.25
BC 0.10
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2014/rP12007
Matrix-P
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 4-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-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)
1 =
131/3-11-4 (min. 0-1-8)
3 =
131/3-11-4 (min. 0-1-8)
Max Horz
1 =
61(LC 8)
Max Uplift
1 =
-51(LC 8)
3 =
-72(LC 8)
Max Grav
1 =
131(LC 1)
3 =
131(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=1.32mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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.
A nn (,7
1.5x4 11
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
Vert(LL)
n/a -
n/a
999
MT20 244/190
Vert(TL)
n/a -
n/a
999
Horz(TL)
0.00
n/a
n/a
Weight: 12 lb FT = 0%
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s)1, 3.
LOAD CASE(S)
Standard
4ma{Ynsiaxsa}miersfie,SCPr11USSEiSH,. iE[4$6{P%¢'h>diC3tOq tUE(#j7.{rsTA[EPi'?7"tpti':1n0rdtf�{�pntasxetra1p63aiiist.sCD'atn{liPUj,a1f3s1a1xaThiJair4'f,ri1etttauSdDAsu3st•PelitsaisedmysatkTPsil�
' Wi nmemrti9nsuukrrz0f¢§31C bi! al;kiTms ts! srec fitLmj 6ria4mesT•i r}givehwmlpaarzddgyf(ess e[feetam¢ptespa a�.gcsr sad;eis+}kiTsie•ri�tiwe3l"Qut,>niaTiT1 J9°tngcicu tia Tcrts� xYsao t{ zMtfiby::' Dn66'TIP :P:E:•
',� $iedns if Ns�sinhrsp&sdre7c�m{ad6iPnk �3 Q�ttfji��s?lue�its��ei•QmaJ!;•�adQ'ItG4atltdCrfxal?lgkwlfrN Tm e�sttr�abttsT'DrrDnT?ddrastntteTnpd�e�Dia9iqs�sSi h:if�?md&uys�ik6e�,"gi"3J'jAi ,: .t8008 •"
.'s nrfclDuaBsteeaaawiases�iir�x�pmaiad{ewavte:dsrn.{yaps,ttimnamDceituflwaud{aanttaew�nsaa,zsi„i�� aa�utm;f+zyueviwac fin,
::� . ` th3re,iiDreTishml3�ntyua t5rgirei{e+lestndnt,N.irss Qiss{ehq�szui{l7lhetnynrDtsirsertp h�s511itrotmp?itrai grMlis�k2'p{hi4itirnax'ahide{xsfm �i: �, � ��
3
44515t;Lycfe Bltti.
iFo Plerce; ; 946'
�..•.r-- - CnptngEr�%7DtAA;ltuoiLisses Anl6oeyT,.Tam6aII1�P,Tprpiadnaio6dfT6isdasuwsntiiecnyJorm,iiprb6i614dfpif6ouiskaisrittec(�roussitiatio�,ptiaoTLnsses,Am9ocYlTeaiD'oll(P.F
Job ,
Truss
Truss Type
Qty
Ply
Std Pac/6511-EL D
A0074419
65019
MV6
Valley
3
1
Job Reference -(optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: S.UZU-s Aug 31 zulti rim E eK mausmes, inc. noon Oct 3i i6:l4:i0 26i6 rage
ID:W?quLcr?Re?LfzLe98RjH4yHM91-E2xuuSNg_UbP.83kPgpxbUaKcMks9Ra5cD1 SKOYyNsD
6-0-0
6-0-0
If
Q
a
1.5x4 II
3
2x4 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 0.77
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
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-P
Weight: 19 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
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 =
221/5-11-4 (min. 0-1-8)
3 =
221/5-114 (min. 0-1-8)
Max Horz
1 =
103(LC 8)
Max Uplift
1 =
-86(LC 8)
3 =
-121(LC 8)
Max Grav
1 =
221(LC 1)
3 =
221(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when -shown.
TOP CHORD
2-3=-203/335
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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 (jt=lb) 3=121.
LOAD CASE(S)
Standard
s
6e�.ad•#ieaua�;ex}+3Tze+nx@r,'d IC�f11USSESS�,'Y'j:"FeEikt J0V3S.UWGTiJsS({iTDM;"SU+EI'jLLf74[ECd4aTtne r.ederSatanw lxsali:Mutn ee&sSie?ssCiup(r+SsF+'Up)�!'a{irflzurT jts�al'P.E,[EunaSSyel.khr nt 7ltsseaw SbStdwkeT;:P eaFt
LL
eEma+nidr�F.(eppsig6tDeBA;IiooEiins'ses�AnlhonjLnx�trniHtpF`GpiedadioagtfEiidammtMroum'fuimespro6i6i1gdA6wbhegsiltgiSFEimistiontinr.:A#ion{GasseiAnfhoeiTorE:o.l1(;P,F'.+
Job
Truss
Truss Type
Qty
PIY
Std Pac/6511 EL D i
65019
MV8
GABLE
3
1
A0074420
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:14:10 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-E2xuuSNg_UbP83kPgpxbUaKkukvvRYXcD 1 SKOYyNsD
C
0
0
1.5x4 11
3
5 4
2x4 5�- 1.5x4 II 1.5x4 II
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 0.29
Vert(LL)
n/a -
n/a
999
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.12
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.16
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014/TPI2007
Matrix-P
Weight: 27 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-M oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M 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 =
92/8-0-0 (min. 0-1-8)
4 =
137/8-0-0 (min. 0-1-8)
5 =
393/8-M (min. 0-1-8)
Max Horz
1 =
144(LC 8)
Max Uplift
1 =
-2(LC 8)
4 =
-75(LC 8)
5 =
-214(LC 8)
Max Grav
1 =
92(LC 1)
4 =
137(LC 1)
5 =
393(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-258/111
WEBS
2-5=-344/552
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)-
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extedor(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60'plate grip
DOL=1.60
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, 4 except (jt=lb) 5=214.
LOAD CASE(S)
Standard
6aep[•Oros:�eaitvtle'�1C0i110SSR�i�fE'1��CBk`jEL6„i6 EUXPEf§SM3CCo`t;fl!�6<REC'jA(EVBtE�t.aTixa. YtidCaady�{amekssap/raassPf ud3stntstw�t�s�Ppkxd"�f+atapF.Is�.b��r�.tdxaq�4�tsE Hix: ssr, Ildnsi�srurtide£n�Ihi�,�
wieraussbnhrsuras�rnFrema+yar:o:xr.teist:SyE�r�eexda�);r�s�ds�v��donsnrtrxr�nya��ndgar�[�ouy�agJsal�ad.ssrmc zsmas r:. `,
,Aritfiony 7 Ygmho 1I_, P E
ynaistd6itfinstrSy Eed?7.. Ca uepns�.ardAb Geer rnQ.ne�i ee6n9�a}rotxlke.Cc�Sesprtr�afEeaEkidNe UGnIIEEdCris¢15�'3arti�dl!}}TSeaj�*;C�tlaPD tdnlE-11rrddrtinr:Es�Jai3h•.+rp•h,k3sSr�e�ka�shNn6smpt�s3�'ar <60083 .. ...
'•`. gaie�u??kstrxdKesAmer�/Jlad3sattoda4T�''.tua9e�raerc�tae/'�ldarstrGiEs�CezriedSd�:.tlnsaso•(&>�P? x3�itttla(RCimutveuei4rg�ecd�aiden 13Ft�5m��tywssdit�aadaifitsdar.Trzss9t�,�k}r�!4�s?}?b¢aetrsl�Na�fmc:tum5q ;. 4a •.,i,�,.l�..
aAP+ersr:�'I)a6dsai eq`x!.8r}ukr`r5y`t7�}�UnmenOt-[![,es:cyIlesiya Eyiaeai}ra CnipilCugDts�per.a�nss'TrieaEaidurldl%A�,C�mYxafroisetis,CtC�tan�tC3. .. S�,St IA1C08 a,
iFort i?eetop3 FL `39�J46.'
• •• �.--• .• {a�pligAt,L�t7018A1 fhuiTnsses;;AnEAonyTTomhalll�P[; 9epiednditdnfthis"darumeni [ce"a�fmm es pro�6leE,tve6ovlt6swtiti¢gpesmir'entigmAl RonIU6"sefe-A�hor�,[;ieaiD'a.11fP,E;
Job i
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074416
65019
MV10
Valley
2
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 201-SPrint: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:11 2016 Page
ID: W?qu LcrdRe?LfzLe98RjH4yHM91-jEUG5oNJlojGmDJbOXSg1 otp38CWA_OmShBtY,yNsD
10-"
10-0-0
C
0
0
1.5x4 II
3
5 4
2x4
1.5x4 11 1.5x4 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.29
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.21
Horz(TL)
0.00
n/a
n/a
BCDL 10.0
Code FBC2014rrP12007
Matrix-P
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-M 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 =
43/9-11-4 (min. 0-1-8)
4 =
214/9-11-4 (min. 0-1-8)
5 =
545/9-11-4 (min. 0-1-8)
Max Horz
1- =
185(LC 8)
Max Uplift
4 =
-116(LC 8)
5 =
-297(LC 8)
Max Grav
1 =
51(LC 19)
4 =
214(LC 1)
5 =
545(LC 1)
FORCES. -(Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-345/147, 3-4=-180/282
WEBS
2-5=-459/719
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
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.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 4=116, 5=297.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 34 lb FT = 0%
: ', , 4ctna{�Pxass�,rov� rntr(!r'k FEGFTIDiSESSE[T}, EtElA101Iit<tAaATrJ6EFSfBt1y"iNtr}SEgf79EE�itdr�atadrttggpstmfxsYili::iultsetdts:�;sC�tr�try'iDD��a4�tr.9eajTtudtJ?rt�lintepfi:etlaw ase.9cbsst.slste2wtti194,xtr
`:'. Wittt�,m=r�ros�tDttrseer�+art,Eet�uicsr�;gt�v4Er�tistwnf�eesedu�rtUie�tetc�macy6;yea#ttenev,�tttt�na��ratts�aa s,Fitt+ssehuteia�taDttyatnEna.tm�syee�mEa:rntss:mr�a� :.:tliithon�jT;7omtMI1I;P.E'.
': aFrstaai(jtusbtery4rdsg :6tnsrTet�.D('atli��iN 6tedjis6ma�ft,nau¢t.r��anr,a�ssek2ahe lfGhell('r��tlxete�liatvsfttE.th>�gm+raa:@st Dta ethtWrttiMTtntet�ri'.s�s?lr,s 4arcai&¢sl sttrxttt tsTtssfii�p6: r'r800$3 .. .,
. ; >,�: Prk liel ks�ae.tceWn�.111�{es�a taaXi i'�tdYt!pm,tu�gatt�aaxattirt>�1�friasaroE%uas�ionr�}�n-,�.farntumo.r: efmudTs ye�,a}otate)r;a a�at��h'pau!itmsw�;n�ia"�r�nsgn�.ra;zGt;q,i>�in �it�u w,�iusa�:u 4451 St;.tucl�'�131�d.
' t1Ftiis,Le(uMd t7tttttsRi`e`r�tgtra7tsl�smpf t�.ttr€rm6zvpLtute ltfT4te tuttmsDas,{tu�r ass S1nemEgaetrxten5`^(6sj; daupAssz�inss,®tittCuteh,ffl,, ?FOtYPICIG�FLz34946'
-••••�r-,-CcpTlig6i,��DTdA,l4eoiTftisSes�Anihanyt;l�ra6aII1�PFPi�rodgnEonnhEis"d'amarzattgon},fdta�,tspro6i68ed:�abaal'tfie�rine'p(`ermusion6odr'Attna{fiosiei;alatfiaa�•yf':foig�oil(;R.F
Job
Truss
Truss Type
Qty
Ply
Std_Pac/6511 EL D 4
65019
RG01
Flat Girder
1
3
A0074421
Job Reference (optional) ..
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:12 2016 Page
I D: W?qu LcO Re?LfzLe98RjH4yH M91-BQ2el8OxW6r7OM unyEz3a?P42YaRvROvhLxR4QyNsI
4-2-3 7-9-0 11 6-0 15-3-0 18-9-13 22-6-8 0
30
-97
4-2-3 3 6-13 3-9-0 3-9-0 3-6-13 3-8-11
4x6 =
4x6 =
0
v
m�
I�
a
5x6 = 3x8 = 2x4 11 3x4 = 3x8 = 2x4 11 3x8 = 5x6 =
23-M
044 4-2-3 7-9-0 11-" 15-0-0 i 18-9.13 22-0-8 2TW2
0-7-4 4-0-15 3513 3-9-0 3-9-0 3-6-13 3-8.11
0-1-4
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.31
Vert(LL)
0.03
12
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.12
Vert(TL)
-0.03
12
>999
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.23
Horz(TL)
-0.01
9
n/a
n/a
BCDL 10.0
Code FBC2014ITP12007
Matrix-MSH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W4: 2x8 SP No.2, W1: 2x6 SP No.2
OTHERS 2x6 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 6-" oc bracing.
REACTIONS. All bearings 0-3-8.
(lb) - Max Uplift
All uplift 100 lb or less at joint(s)
except 16=-1856(LC 4), 14=-1941(LC 4),
11=1941(LC 4), 9=-1856(LC 4)
Max Grav
All reactions 250 lb or less at joint(s)
except 16=1948(LC 1), 14=2225(LC 1),
11=2225(LC 1), 9=1948(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-1 6=-1881/1844,1-17=-946/850,
17-18=-946/850, 2-18=•946/850,
2-19=-946/850, 19-20=-946/850,
3-20=946/850, 3-21=-1001 /864,
21-22=-1001/864, 4-22=- 100 1 /864,
4-23=-1 00 1 /864, 5-23=-10011864,
5-24=-1001 /864, 6-24=-1001 /864,
6-25=-946/850, 25-26=-946/850,
7-26=946/850, 7-27=946/850,
27-28=-946/850, 8-28=-946/850,
8-9=-1881/1844
BOT CHORD
14-15=-744/654, 13-14=-744/654,
12-13=744/654, 11-12=-744/654,
10-11=-744/654
WEBS
1-15=735/821, 2-15=-726I755,
3-15=-1567/1761, 3-14=-2036/1873,
3-12=1576/1811, 4-12=-1016/990,
6-12=-1576/1811,6-11=-2036/1873,
WEBS
1-15=-735/821, 2-15=-726/755,
3-15=-1567/1761, 3-14=-2036/1873,
3-12=-1576/1811,4-12=-1016/990,
6-12=-1 576/1811, 6-11 =-2036/1873,
6-10=-1567/1761,7-10=-726/755,
8-10=735/821
NOTES-
1) 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, 2x4 -1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 -1 row at
0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc,
2x8 - 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; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft;
Cat. II; Exp C; Part: Encl., GCpi=0.55; MWFRS
(envelope); cantilever left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
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 1856 lb uplift
at joint 16, 1941 lb uplift at joint 14, 1941 lb uplift at
joint 11 and 1856 lb uplift at joint 9.
PLATES GRIP
MT20 244/190
Weight: 334 lb FT = 0%
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1373 lb down and 1426 lb up at 0-5-8, 135 lb down
and 200 lb up at 0-11-12, 184 lb down and 273 lb up
at 2-11-12, 384 lb down and 458 lb up at 4-11-12,
368 lb down and 435 lb up at 6-11-12, 368 lb down
and 435 lb up at 8-11-12, 368 lb down and 435 lb up
at 10-11-12, 368 lb down and 435 lb up at 12-0-4,
368 lb down and 435 lb up at 14-0-4, 368 lb down and
435 lb up at 16-0-4, 384 lb down and 458 lb up at
18-0-4, 184 lb down and 273 lb up at 20-0-4, and 135
lb down and 200 lb up at 22-0-4, and 1373 lb down
and 1426 lb up at 22-6-8 on top 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: 1-8=70, 9-16=20
Concentrated Loads (lb) -
Vert: 1=-1373 8=-1373 17=-135(F)18=-184(F)
19=384(F)20=-368(F) 21 =-368(F) 22=-368(F)
23=-368(F)24=-368(F) 25=-368(F)26=-384(F)
27=-184(F) 28=-135(F)
mom{=ilensaengJlte+-r6r?At tOtrlgtSSEi�fiflt8'�, 6EN0lClEhlSd(9FdnPliNif4Nf'd0iH�6SLNL�,sL�FA1'In¢ Yetl,&sryirvmdnsai'ieo-lwhsurd�7rns Cesyrtarvu��trd�'c11B�rd6�gLTe�i�N fildncrekeel.6�raEne:itdnsilkms[3ViilniknTQO,mFj
'..', Wksaclgtrifrx slJ[kh ltntlelC-0A1rtr1U.�FssTrns DesgrlFprey{It frzwryEe�a$llrsepuievlPdrgn3tm®mgaadWrrdes}wlagsp�RtlmllAashn&hsspol,Cz sa.�.lm+kp.telnafe]DOnry mGrl?}I Yh Eesgs�sueNx�;txt�mfsms:yiaS ieT : ;j�thOf1��T'�To��a�IIT,I?:Ei:
aaerurtwsT�s;amr�rgiiner,�ararsraora"�p:w�epwmae�natk:u�tavGe>�srb�omadneluh�iuurnr�tba�aT°ti� �q/nrddaeToo�i�sr�le£rd�r,�c,.d�,,rsaso�s�r,e��s�eedue�a.rta, ': Y r�8U083
:. ttern'!'sjDis:�edleeGnerLlsihssgM�de.lLOiei�erwa7ius`.wlgldanrfrxlgllhg�¢fam�Sd'�rkQ?inenriilOsllrlfn�$�18mrSIXttiidrtma6&(Ae�n��dvuTPl�etiiSiqurili�6rfv2,dAes;NiC�7tu0eu�iTttsc[stgnEaituNmli(sssAi?xNairnssi,.: �ISC'.....:.�$-t1.
cyirieGiidh;GtliodrgntgnusrnmZEnlYrvi$eketlst/.'Toi'fipsslastpbarys`IOIA 1+fl7sL7r�s:Y?t.xTns4f}sieovl lxte(I.ip'hdNbr,:111oyi99ie!"WvsuseisOA®Jp11F1, W 445 t.4i[-10 IV .
F4rt�?lerte; FL,�g946' .
-- � - � CoQ!?igMW;lgIb,A=ltoo)irossss AolAcBrhTn�0111;P.T;ReprodoeiaAoltfii;darrmegFrRoojiorm,ispso6�i(gEas�outthemAlen,ptrmisuo6liogAlRaotTiu"sse"s;Aal600yT.,Toio6oalf,P.f�=
Job i
Truss
Truss Type
Qty
Ply
Std Pac16511 EL D_
65019
RG02
Flat Girder
2
3
A0074422
Job Reference (optional) -
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
-0-6-4
-0-6-4
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31-16:14:13 2016
52x4 II 4
48 =
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
NO
BCDL
10.0
Code FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2 *Except*
W3: 2x8 SP No.2, W2: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-3-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size)
1 =
927/0-4-12 (min. 0-1-8)
4 =
616/Mechanical
Max Uplift
1 =
-903(LC 4)
4 =
-590(LC 4)
Max Grav
1 =
927(LC 1)
4 =
616(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-500/538
BOT CHORD
4-5=-540/519
WEBS
2-4=-308/343
NOTES-
1) 3-ply truss to be connected together with 1 Od
(0.13VxY) nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 2
rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc-
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc,
2) All loads are considered equally applied to all plies,
except if noted as 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.
5-3-0
5-3-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TC 0.22
Vert(LL)
-0.01
4-5
>999
360
MT20 244/190
BC 0.08
Vert(TL)
-0.01
4-5
>999
240
WB 0.03
Horz(TL)
0.00
4
n/a
n/a
Matrix-MSH
Weight: 80 lb FT = 0%
3) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft;
Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS
(envelope) gable end zone; cantilever left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
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-M wide will fit between the
bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 903 lb uplift at
joint 1 and 590 lb uplift at joint 4.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 465
lb down and 498 lb up at-0-3-14, 128 lb down and
179 lb up at 0-4-12, and 184 lb down and 245 lb up at
2-4-12, and 303 lb down and 346 lb up at 44-12 on
top 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: 1-2=-70, 2-3=-70, 4-5=-20
Concentrated Loads (lb)
Vert: 2=-128(B) 1=-465 6=-184(B) 7=-303(B)
Qmsnt,rym5lasrtr}e,{eett•pt'19tC�#DCSSE4{iE!Sa'.GEAflIIjEYlK6.UNNre7ASCt5Tjf4{"E'TeER�![S7YtE a1'tmcrY:idp.drr}Ypsew;tersret:ideahSrttUimsslrisw�rau;"06tral�tlphcdTitas.4J,../.fklncrpfKlTkhflasE9cltise romeltehdNtEt`Tp,A
;:.,. WTet¢me0lrt'arnJldlderedfei,•+a+t7bSs dd, t#„r ,oy�;.Ca!?eu{cd sinsirEgnlo,fhteetuv l O.Ea�aEe,mat�siaradz{zae itc9nspm.Sit€fn ?�sspet,.:ioj�..r,ssl�paeers tnule�rzdnRiS lsda:u#e:vex#xcei.t u n:saakua . 'Mfhon i_;' 6"'bii71� P.E:
.•, dmrdti:iirsFhrmgEr+q.,�iti11es3'J7+7t1hL*aG'�Orid'F¢�bf'd ejtGn@e[a.fs7b.�a1Si,�u tt�e gCtie ltt'cdWltid�.L+7phad 1741 Tu �arilatNCDW3a15cNtsrdSwlins:issa!fot,yNtgr �lr7b�u16�sSrgStMsttpm3d*rfi,
tnrwlderhstasm e�GNUW.Wmhi}n reipSf.T:J.�6a satmt tttk�l.]mgta-.xiettfv'�dldnsC.a n=safli 'll mtSttlmtehta:edrar utc[e i?Fl de�e`tn4 ie.pssdd¢itsdd 3fi r�',cnTmsOes 8 ,
aMtie3i,d ?taGmrli , d w tr �S 6amp 7 'ia s 1 t !tR " 4 ;.. -•-•• _.*• -•• IopyaigEt&?7616'Aaio�otiiup'ssaet ArtyahygeaY'T.rtuloMmsm6adiIaI1lP. iFp, l. Rm;W sisdatlaGidtnstet$l€�T4fttrlkm 6'ts m�er €rss5i tiv b aerial antn(du R5 -AYtedtmmmnilt6std b`tR
F6r51pi0rCe;,Fiia 3841V9d.6
6lsautnneR
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
V4
Valley
6
1
A0074426
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run* 7.640 s Ogjc47=2015 Print: 8.020 s Aug 312016 MITek Industries, Inc. Mon Oct 31 16:14:13 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-fdcOWUPZHPz ?WTzWxU16DyJkxxdexr3v?g_dtyNsD
2-0-0 4-M
2-0-0 2-M
4.00 12
d
6
2x4
2x4
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.06
Vert(LL)
n/a
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.06
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2014rrP12007
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-M oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
95/4-0-0 (min.0-1-8)
3 =
95/4-0-0 (min.0-1-8)
Max Horz
1 =
8(LC 16)
Max Uplift
1 =
-40(LC 8)
3 =
-40(LC 9)
Max Grav
1 =
95(LC 1)
3 =
95(LC 1)
FORCES. (lb)
-Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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 40 lb uplift at
joint 1 and 40 lb uplift at joint 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 0%
• �teepwt � 'T'AtL"Yj�Hk{tRpSttONp'fl r3 t3TiIh!76P+H'jiigJtlEQvk.+Tltta4Ytr�ds yapm?MsaldRfdnGsntUsTatrt�sga t+rrnti. _�f�tte�ff.te�3t1 kE k7nnnib;q)risr as�latnsa�e�se>tdidw�l�tt�f
RiteEamFnSrot�siMtknelt«tn iwdleedd sfsT�t0e9�f¢�txq(tl Staai�fqxsrti be imlwmrT+pre�se¢swxczdpsr7�3�+'�u�n.Teesryhra.�sip�9�1-�mtidgnte2ra.�s�`ouy«(wlfl.t iadesig!sses�9s,taa�ax2fiat;.S�rkLh ;, rrllitho .T;'.'T'o„667T!:.E..
tmdl'dt.ri1?p7.6rdsdn�nStw,AtlY C.av di�np'sri�tdmUr C>As�grnrmarSa.dlsellGt.i[tud 4tlmd,maael l�F1�M}rtraWi'D(diTBrHrd e�MGnE.htl7e#sAagy(t"r3e4rat�fav�sLpSc�njRt�rAvr'1 nY:80083 ._ �.p
intlaajd"es�vmd.mamw�lAv`sinmmfs3Tamtarraemc�tl'fN5a-du�a.i�ryrammMSBn<fiia':;u1sf,wwmaesarda:er�vxei3atsralndmm;tiesn,iiu!iLticm'tza6vtn:ioig±.imsr,q,I;jawm7.ymra,t�a�t"m�,qSt�tuce81:,.
id"nsssa+)F;,tevcul eYetdtp�b>IntlTm;.tuYmSanQrdr:FbrssdtsefcgatK¢+Zi hetrilfmlas�tr�s TmnSlilvmlppcmdmf'+flray D'•pph>fuikmsme�3lrtaedmrHl. 51 ., f 4d.
Fort Prarce; FL 34940
,•••••«• ••• Ccpttig6i f.1016AIRagT)tp'sms�lt316onp'[;iom6otlhP�Ye�o-EndioaollEadammeatldeo tirmr4 ro6v"6s#�,vrd6bu7"the`vrinecpermi+sinnfipxAi&a3tTiuYftAnl�enyT�Tomb�Tllf:Fy
Y— P
Job A
Truss-
Truss Type
city
Ply
Std Pac/6511 EL D
A0074427
65019-
V8
Valley
6
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:14:13 2016 Page
ID: W?quLcr?Re?LfzLe98RjH4yHM91-fdcOWUPZHPz_?WTzWxU I6DyFZxw2ewO3v?g_dtyNsD
4-0-0 8-M
4-0-0 4-0-0
C
a
0
2x4
4.00 12
4x4 =
1.5x4 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defi
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.09
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.09
Horz(TL)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2014lfP12007
Matrix-P
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 6-M oc
pur ins.
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 =
13418-0-0 (min. 0-1-8)
3 =
134/8-0-0 (min. 0-1-8)
4 =
283/8-0-0_ (min.0-1-8)
Max Horz
1 =
-24(LC 17)
Max Uplift
1 =
-72(LC 8)
3 =
-75(LC 9)
4 =
-86(LC 8)
Max Grav
1 =
134(LC 1)
3 =
134(LC 1)
4 =
283(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=-211 /314
NOTES-
1) Unbalanced roof live loads -have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=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 ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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-M 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 72 lb uplift at
joint 1, 75 lb uplift at joint 3 and 86 lb uplift at joint 4.
LOAD CASE(S)
Standard
2x4
PLATES GRIP
MT20 244/190
Weight: 22 lb FT = 0%
It
0
:; 9aenp:fiteurazervr.me.lie'k ItSiTrUSSES�Se.ISE.�AEnt PEtN3�6 6Xt�f7ki(€>TDAti"rUil'�lf4F?QIf9�.eT'tgrr<t:tdT( �p'tnrittt+Nt�f�tetuflitiiissC�ttt�l�twnl 0��..t1a�lTs�alL,i.E,.lh't,nnSitelMist riR 4=kttiifeilaiitatff•T�kisilr
Wtek¢mFmr, s00 ese(etlraieeeel iiph shnipia}gm7t irn.c7yEep^r«yHt 3edKarl;4t;ypecsmnintmeddarEsleufadema�e�ns *'a fu �npdpi I./reBdgMedm4a 110 uk rsE.eifFl rr Mip ea@ is Ce miiecu:kLn .,lli{th0 .T; ..6t71b�iIT�P.:E:
ar r,t itt&iltnttrr rz �}.U�us u`s .r ildeCaar l Onnsei5era� etaM 3t r amcs�u.dC liG6iltt tibfent4a atewlRFE rx eilsiit uic bAwPdaGnr; 3silxrx, »`ib d .:. iry X
�E �r r ' rss � � i� r �BFtre�rr`chS*etdk w ;k'130083
fardtepW ren e57CuaaL man ese+�aatrauznevataad6etexans�enteltr�rmmarswm naaaym dae ruaar:eanaye�arn term;aC#rnt€siyw �msugnx fn
awa�,dhelia(aaa3rpeiTTruu r5ylrt;rtleswalraTktRtsOtsyeEtretNh!()aarw8a`p,D:uyiu�aassSJ3lemEepuretmintarj,.Rayirriteit`sue,�t;fp+uctnlE,,
- 4QS15N Luete Btyii.
Eb 34446'
Ccp�rtigRitrj0lb A,I Rod±"ws"set Aal6o�t�j74gm6e IIItP.F� dtpreduniao eythifdummenr ro anrEotm ttprohihr7ed.iv�thaullFewripegEeraniriont,omAT RaatTrnts$s"��mhan�CTnm�'¢�Il}iP:E:j
Job
Truss
Truss Type .,
-Qty
Ply
Std Pac/6511-EL D L
65019
V12
Valley
5
1
A0074423
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
n
`f
6
4.ao
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:14:14 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-7pAPjgQB2j5rdg2A3f?XfQVPW LCONM_C8fQX9JyNsD
12-M
6-0-0
4x4 =
3x4 1.5x4 11 3x4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defi
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.38
Vert(LL)
n/a -
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.34
Vert(TL)
n/a -
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.14
Horz(TL)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-SH
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 6-M oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-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)
1 =
193/12-0-0 (min. 0-1-8)
3 =
193/12-0-0 (min. 0-1-8)
4 =
525/12-0-0 (min. 0-1-8)
Max Horz
1 =
-39(LC 17)
Max Uplift
1 -
-97(LC 8)
3 =
-102(LC 13)
4 =
-186(LC 8)
Max Grav
1 =
200(LC 23)
3 =
200(LC 24)
4 =
525(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=-349/454
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf, h=25ft;
Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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-M 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 97 lb uplift at
joint 1, 102 lb uplift at joint 3 and 186 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 36 lb FT = 0%
. .', 9qm�•r�teeuaa�Xtse�t.hr'1jICp#IItlSSEi�LGFikClEis1S 6.OM4itJNS(,ES#Dq}"49sp'}SRCI8IE6.k sTii+zt �Itt�Y:6c.sp!inwtkts�rvdagrtaUit7Y;isi�Ch+isr;lG6�et! 5{3kca7F1s:�?t19 rdCeMsuaf?xlldNttsk�9ehfso�:mist SldtiwiG770 mid
�W(ektemt�hr�SnssitiiHnNatT&3trttse>;itisT ss6esyw(o{tt iieuYpty�un+ikftt(aQ176tt}atssttsmaadt§{rnietsatte9tesieeslF:ar[arAeftsipdasatlmsdgAltetsd+170tt1�nia1M Tst�syrttxatss,Yt?Anx,teaeL�mr
Fttl euttd�iTtsrsW �cjs4k ns �;t.v+xiitc.tu��o.�;aA�t�untnu mr� " b�sFet�ar�nG��u(t��.unt�.' ��>#�t rx t�awT+ou+�Atu.tdtsrTtu:os�aw,s?t»��cq�asrr�tty;>sAa.7n . -Ph thoayT Tgnha lit PE`:
4451 S 0083
❑tj!tlhtoestper�t,esAttiu lfimr.ss�etwta6tTodNlnMrnlataacdtk'IreqCeatxiettStSnCjv:a(kr�F?'?'!'iX'gWM4or�elatadlAsrttnlSrdsat Ti f9c;estt!S'i fexctsd3t�scda�tFss�ev¢ris?scEsss6wrmf �t�StWaa#min s3iu . iICt2 Bled.
�� t�lttrts"i efts>rvltgretf}pshrr,�sgk`;s,.gtlesmdtt,`",FiaZrmOtsi�ptigittti,17't#ruHcjOss�tNa nti5rslistsputsdesrinhaT ktralt>btrifntntsexsktmetirlt<•s, iFottP,12XGCiE1.a,�34Q46'
I
cpy7tpEiu`1DIdA;IRaeiasset.,Ant6siayltdm6c1iI�P,E: Rzprfdcdiad"o11Eis"2ctnweat #t(enrtasia s5ptobitiAsd;MdAcut"16ejs71ttinparmis'siohlitim"1CtioatfibYe� Anthngy,t:;Tointolllp;E'
Job 4
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
A0074424
65019
V16
Valley
4
1
+
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MI I eK Intlusmes, Inc. Mon-Uct 31 16:14n4 21.11b rage
ID:W?quLcrl Re?LfzLe98RjH4yHM91-7pAPjgQB2j5rdg2A3f?XfQVJNL7hNMQC8fQX9JyNsD
8-0-0 16-0-0
8-0-0 8-0-0
v
0
0
4x6 =
1irriff y
44 4 44 mZz
1.5x4 II
•o
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 0.71
Vert(LL)
n/a -
n/a
999
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.64
Vert(TL)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.17
Horz(TL)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-SH
Weight: 49 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 6-0-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 10-M 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 =
269/16-0-0 (min. 0-1-8)
3 =
269/16-M (min. 0-1-8)
4 =
732/16-0-0 (min. 0-1-8)
Max Horz
1 =
-54(LC 13)
Max Uplift
1 =
-136(LC 8)
3 =
-143(LC 13)
4 =
-260(LC 8)
Max Grav
1 =
279(LC 23)
3 =
279(LC 24)
4 =
732(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=-487/576
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf-, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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 136 lb uplift at
joint 1, 143 lb uplift at joint 3 and 260 lb uplift at joint 4.
LOAD CASE(S)
Standard
�e ixcu :mt.M S rcGrnussis a®uttausa(awKl]s( dui(-rGmucr]1(tt (1rn�:in` iG
. r iS€ % i dr �g4rrA6�xrotr>4(8iktplLl inls tusi �wHr G6jart"�tre qT 1.iirJ, att kMaxt5'xiiie'n ust 9rkfsi'�ssnft>tehiErtN•17G za
(yt�trm,ssGl��(iamrarofntm'aiortG�atott�srfatudv�tar4mtlt®>;a�dse.nna�sr;:r�a(&sr���esasteneRaa4ren:rtrri„rtey.nana�4um :.AiithonYi,"'TamboltsPE:
ni �ssdd!lynss4rs(4ksaesesrre�i mBe C.s. m9 dsi�ytdn rtrk2r�3+ntasudadp 11(UeQ(e�Ci ixdm#a�tiiawiJt¢lxiSt ylibrtl�iM i�mejfi.itAthrins:abdxsl+?is?s�4'-'m47aMnibi7sa.9kCe uspsa3'A. '80083
r�pu(grs,i�q�eu+tit,n�(ptra 6elrc�ac®pacu rE�>x?cs�aott 4 �iyromnaa�s�rn�a�s�4�rgtee�a sati�dimar,:stetar tG�a(t�tusfcq
4451 St LuHe 81yd;
salt+Ad#ski(uRaireeirsms�ie9i�r•pnl�sxvdat;:.MedptsGesgcht,stet,$�]ftaepmTDnipuja �rstrttenhy?artlatrialray A.pPttSkmtnnsfcGctdb]bty,
=Fod Qterce; FL:34946'
•••-�~•--tapy(tgQP��016AlfaolTinssef.6glhonyjT4m6ol11}P.F.GtpicAaBi6noliEidammenfigcriy';Iamtrprehi6iltd,yir6on116sivritlegpetmnsipnfio�AfiJtodlUussssAathayT.iomedil;It.f; "
Job
Truss
Truss Type
Qty
Ply
Std Pad 511 EL D
40074425
65019
V18
Valley
1
1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:14:15 2016 Page
ID:W?quLcr?Re?LfzLe98RjH4yHM91-b?knxAQpol DiFgdMdMWmBelYglZj6piLNJ95hlyNs0
9-6-8 19-1-0
9-6-8 9-"
4x4 =
3x4 9 8 7 6 3x4
1.5x4 11
1.5x4 II 3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
n/a -
n/a
999
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 0.17
Horz(TL)
0.00 5
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-SH
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 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 18-11-8.
(lb) - Max Horz
1= 66(LC 16)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
5 except 8=-143(LC 8), 9=-285(LC 12).
6=285(1-C 13)
Max Grav
All reactions 250 lb or less at joint(s)
1, 5 except 8=509(LC 1), 9=499(LC 23).
6=499(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
3-8=-380/406, 2-9=-410/565,
4-6=-410/565
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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-M wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s)1, 5 except (jt=lb) 8=143, 9=285, 6=285.
LOAD CASE(S)
Standard
1.5x4 II
PLATES GRIP
MT20 244/190
Weight: 61 lb FT = 0%
pew+fleaayzra}vinritxtk;'a31Cs1f11ViSK•'SE!i�'�EeEt1:t1EWSt,.BMtal'n)pit}'tLfdt rEr}dCl('i0ll6a.W.et'Mm�Y:"la..�jnnxitinsaei i�dnietndis'gist'3s�ttbnr,egs GUjrnrla'rttupr)"-I.r tefn ut5f:d)eSsr:rst 9eltsso'aa,tESkHdtatkt7Br�1
ktitmw trhiK tldlh[tNfglae turnindd g fhrscGett4! 3?'ri � �r ?rt!P? �S9r ceduat,P.Gre�se4faear{eiie�tkNJhry ezj 'trorin 33ry(er&t�essTd;3t. teTnd dry edwiE?t1Ut nigifN 'rrdlsyrme m teed tec?i ;1e k?!R ,./U1ti5tlnY T' ;QtTitiQ lli'P E:
rdniif riit s ed rsrr a.kirrsrut .hli (PrePaaryl 9red'}!?S�r��reuer Gx. sjhs. ,n�3is idtta pGfla lick+l�tludS??!'a1MIr�IMlkggar�asMi'doicjfuUnrdffiTrnx;hrt p 'ai,stirk mi(s¢ajsvllxht�,�W?isa+','?P�; TeTd(ns ... 'T
i ^• � t�{eittnr6es�vealCeitimd:)9�t}�x eqa#�t`7Jd�pitns"cm1,�+euaest:IF+ktugre.}aaffdmkhs,~"to(dCjF� u'idi T[inlSt(lus cthrn�Str�!!�,I�IdCmi�e-�vvtiii3iie11iiasd�atnss'�t �ps•.nsF@tv�nlgeetki rcrsrlta>rico<u a4si
�' sAttrldiri (ce�ii;rie�iia,rr!�9fT¢)peilrsu tl tL.,Stdrm9tsitct�ucu�ii) hrtrr'�rO:sy>er�uY�sditiGcEogiiesreteerf>rdrm�..,k3ted'i!��snettd CueitsiH.;: 44515�`°Ltf[i2 81V�.
,' iForYP,teiq; EL,34946.'
•••••*'•• -{tpYtighP?�'7016'A:Ita&ldsses�bgi6"unpT.ing6clll�P,tRsprcdua,ounf�AisDnrumentrqunytermlfprodigifid<Tsrf6outfAevruteaptiidissidntrna�;6tJlrootTross4`s,AntKoayEi7udbi<l1l.P,f
Job
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
65019
WG01
Flat Girder
1
3
A0074428
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 1.640 s Oct / 201-b Print: 8.U2U 5 AUg 31 2Ul b MI I eK Industries, Inc. Mon Oct 31 Ib:14:1b zu1b rage
ID: W?quLcr?Re?L-fzLe98RjH4yHM91-3CI98VRRZKLZs_CYB42?krabg9mkr5vbzveDCyNsD
3 0 3 5 6-13 8-3-4 10-1-8 _ _ , _ _ 12-0-12 14-10-4 17-7-4
3-0 3 2-6-11 2-8-7 1-10� 2-5-4 2-3-8 2-9-0
Dead Load Defl. = 7116 it
3x8 II
7x10 MT20H6= ` — 4x4 = 3x8 = —
6-13 8-34 10-1-8 12-6-12 14-10-4 17-74
3-0-3 2-6-11 2-8-7 1-101 2-5-4 2-3 8 2-9-0
Plate Offsets (X,Y)— [2:0-2-0,0-1-8], [6:0-3-0,04-8], [7:0-3-0,0-1-8], [8:04-8,0-2-0], [9:0-5-8,Edge], [10:0-2-8,0-2-0], [11:0-3-0,0-1-8], [14:04-12,04-12], [15:0-3-8,0-1-8],
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
1/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.00
TC 0.97
Vert(LL)
0.30 12-13
>678
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.00
BC 0.86
Vert(TL)
-0.62 12-13
>327
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.89
Horz(TL)
0.08 9
n/a
n/a
BCDL 10.0
Code FBC2014/TPl2007
Matrix-MSH
Weight: 341 lb
FT = 0%
LUMBER -
TOP CHORD 2x6 SP No.2 `Except`
T1: 2x6 SP 2400F 2.0E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except*
W1: 2x8 SP No.2, W2,W4: 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-4 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
16 =
7523/0-7-4 (min. 0-2-1)
9 =
9106/Mechanical
Max Uplift
16 =
-2814(LC 4)
9 =
-3194(LC 4)
Max Grav
16 =
7523(LC 1)
9 =
9106(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown -
TOP CHORD
1-16=-6977/2649, 1-17=-13540/4779,
2-17=-13540/4779, 2-18=-24427/8872,
3-18=-24427/8872, 3-19=-29410/10584,
4-19=-29410/10584, 4-5=29410/10584,
5-6=-29410/10584, 6-20=-24018/8532,
7-20=24018/8532, 7-21=-14792/5215,
8-21=-14792/5215, 8-9=-8222/2869
BOT CHORD
15-16=-483/1402, 15-22=-4779/13540,
14-22=-4779/13540, 14-23=-9107/25054,
13-23=-9107/25054, 13-24=-10584/29410,
12-24=-10584/29410, 12-25=-8751/24622,
11-25=-8751/24622, 11-26=-5215/14792,
10-26=-5215/14792, 10-27=-566/1615,
9-27=-566/1615
WEBS
4-13=-2349/847, 5-12=-20121713,
1-15=-4704/13289, 2-15=-5553/1917,
2-14=-4579/12179, 3-14=5231/1955,
WEBS
4-13=-2349/847, 5-12=-2012/713,
1-1 5=-4704/13289, 2-15=-5553/1917,
2-14=-4579/12179, 3-14=-5231/1955,
3-13=-1634/4818, 8-10=-5185/14695,
7-10=-6945/2428, 7-11 =-3750/10430,
6-11=-5038/1827, 6-12=-2104/5495
NOTES-
1) 3-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, 2x6 - 2 rows staggered at 0-7-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
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; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
indicated.
6) 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) Refer to girder(s) for truss. to truss connections.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 16=2814, 9=3194.
11) Load case(s) 2, 14, 15, 16, 17, 18, 29, 30, 31, 32
has/have been modified. Building designer must
review loads to verify that they are correct for the
intended use of this truss.
12) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 577
lb down and 453 lb up at 0-3-10, 169 lb down and 196
lb up at 1-M, 184 lb down and 215 lb up at 3-0-0,
290 lb down and 216 lb up at 5-0-0, 2579 lb down and
1366 lb up at 6-2-13, 1557 lb down and 804 lb up at
8-2-0, 1558 lb down and 793 lb up at 10-2-0, 1558 lb
down and 785 lb up at 12-2-0, and 1561 lb down and
772 lb up at 14-2-0, and 1658 lb down and 790 lb up
at 16-4-8 on top chord, and 201 lb down and 153 lb
up at 3-0-0, 118 lb down and 96 lb up at 5-0-0, 118 lb
down and 96 lb up at 7-0-0, 118 lb down and 96 lb up
at 9-0-0, 118 lb down and 96 lb up at 11-0-0, 118 lb
down and 96 lb up at 13-0-0, and 118 lb down and 96
lb up at 15-0-0, and 122 lb down and 92 lb up at
17-0-0 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=1.00
, Plate Increase=1.00
Uniform Loads (plo
Vert: 1-8=-210, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-577 6=-1558 4=-1557 5=-1558 15=-201(B)
2=-184 1 0=-1 18(B) 17=-1 69 18=-290 19=-2579
20=-1561 21=-1658 22=-118(B)23=-118(B)
24=-118(B) 25=-118(B) 26=-118(B) 27=-122(B)
2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab.
Attic Storage + 0.75 Attic Floor: Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-8=-230, 9-16=-20
Concentrated Loads (lb)
Vert: 1=508 6=-1384 4=-1383 5=1384 15=-176(B)
2=-162 1 0=-1 03(B) 17=-1 47 18=-257 19=-2292
20=-1387 21=-1512 22=-103(B) 23=-103(B)
24=-103(B) 25=-103(B) 26=-103(B) 27=-107(B)
Continued on page 2
Npetpfiros3'+01ngv'trnhxflp'N It r11USSES}'SQL"t'ELEiEEtUii�S'GNDftr3sSEC3f;!k INft'}litS)�EOaa tI'irm I:i�.li3ptntnstrrsa:,fr±sitatgnp,sFrnsC�*sr�einm,"DP�,s�.l�ele�arT:Ttm�l ILIehrEesi�.:Niein stUclnta5wwshhdta��136f+ij .
ia7ek¢ssts6r�hsddihtt.dhip rw6hteGtstt9r nDesiE¢li+etSti r{N.ctp Fgnitit nJusnl;Dt�r+e&s®a[�utdu4p}hnfmnignspee..#�ieeseks�d,^.rsjkr+n egronw4f PCB e+ntnlf4t.tsg.mee{.,'s.kc',ns:iaa�.sry :.�iSEhooY i;�r6±t6o.1II'P-:E;
, nlrtdh.ississbrery Es�xln�e,estletih�fdeC wtu D.eds r5msel gtaf Ss 4eta.�q��onre>tsci�exdd p4rn.ISCidtt lud6a.�;medltlt Tka�ptragrtei'Dta crfi �nsdMbni�Irt9fieceoifrmgsuUx6eresrvibutA; -
Ivtnuot6estpurmtuvhmu w�t,u�p�,1-���tmrmt�r�rra;m�r�tts�ri�u�x��Rr� �s�iN nwswa,was�am r� etca rata��ras+ �tadtmstxtFni"stD s v smsDts nin�;visuscesv,+dii 3 60083,... �.
,,•; ,., c t t x� � ,�;n .. ,.,...:,�. _a?w .....w... 44515t Lvcte8lvd.
', mrrr>uisrMrai tpReituh.r5nile•�t2"IiKtt shei.Iiu hiss Dsstpate�¢ietfs ll�ge tugatDrsiplaan$Sptep Eeylus�dmidlur ku�.ri'mes aeti &Uxd sa lh. .�
- `Fort pierce, Flu39446
+ fOPYI�94?�1pld.A�Itifo{(I"usses�AdlfipnyLTernGclllfP.t�pipr�datlitiauEiDi#�ammaotigo tdtmrsfra6i5i1ed,6�AonrlAariri�isi(Pe7msssidrt6omAliaatharst3fAntAaApLfornD_o'litFP:F;
Job
Truss
Truss Type
city
Ply
Std Pac/6511 EL D ,
65019
WG01
Flat Girder
1
3
A0074428
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
LOAD CASE(S)
Standard
14) Dead +Uninhabitable Attic Storage: Lumber
Increase=0.90, Plate Increase=0.90 Pit. metal=0.90
Uniform Loads (pit)
Vert: 1-8=-210, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-303 6=-862 4=-862 5=-863 15=-102(B)
2=-98 10=57(B) 17=78 18=-158 19=-1432 20=-864
21=-968 22=-57(B) 23=-57(B) 24=57(13) 25=-57(B)
26=-57(B) 27=-61 (B)
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=314 6=507 4=522 5=51415=74(B) 2=157
10=69(B)17=142 18=151 19=886 20=497 21=506
22=69(B)23=69(B)24=69(8)25=69(B)26=69(B)
27=65(B)
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert:1=314 6=507 4=522 5=514 15=74(B)2=157
1 0=69(B) 17=142 18=1 51 19=886 20=497 21=506
22=69(B) 23=69(B) 24=69(B) 25=69(B) 26=69(B)
27=65(B)
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=314 6=507 4=522 5=514 15=74(B) 2=157
1 0=69(B) 17=142 18=15119=886 20=497 21=506
22=69(B) 23=69(B) 24=69(B) 25=69(B) 26=69(B)
27=65(B)
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=314 6=507 4=522 5=514 15=74(B) 2=157
1 0=69(B) 17=142 18=151 19=886 20=497 21=506
22=69(B) 23=69(B) 24=69(B) 25=69(B) 26=69(B)
27=65(B)
29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Left):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-506 6=-1135 4=1151 5=-1144 15=-155(B)
2=-165 10=-83(B) 17=-110-18=-217 19=-1921 ,
20=-1126 21=-1204 22=-83(B) 23=-83(B) 24=-83(B)
25=83(13) 26=-83(B) 27=-87(B)
30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Right):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-506 6=-1135 4=-1151 5=-1144 15=-155(B)
2=-165 1 0=-83(B) 17=-1 10 18=-217 19=-1921
20=1126 21=-1204 22=-83(B) 23=-83(B) 24=-83(B)
25=-83(B)26=-83(B) 27=-87(B)
31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int)1st
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:16 2016 Page
I D: W?q u Lcr?Re?LfzLe98 Rj H4yHM91-3C I98VR RZKLZs_CYB42?krabg9mkr5iVbzveD CyNsD
Standard
Vert: 1=506 6=-1135 4=-1151 5=-1144 15=-155(B)
2=-165 10=-83(B)17=-110 18=-217 19=-1921
20=1126 21=-1204 22=-83(8) 23=-83(B)
24=-83(B)25=-83(B) 26=-83(B)27=-87(B)
32)-Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-506 6=-1135 4=-1151 5=-1144 15=-155(B)
2=-1 65 1 0=83(B) 17=-1 10 18=217 19=-1 921
20=-1126 21=-1204 22=-83(B)23=-83(B)
24=-83(B) 25=83(13) 26=-83(B) 27=-87(B)
ffio•sn=tlmr�mrgJYsm�+�?!'lTtOCF1B.51fiS'SEIIIi�fiFGEfIUTiWS 6(9RiY➢t1ttVR9b("Ic'ttl?L(dC;B!.EiEktNl'.Iorn:.'feErdeiip pm�ews�eelMesuYdiTmspss�Qaaiei(IOO�v�6rld�ss(T.ias3glJ 1i,le(n�;SiMEe6reeu,:tlrinse9tzr;srshIIdeesleiDtl,aeFT
.:".', Gistim�srpkesslrltMrs.Ifn4rTChmisralkltrusUsrpa;FiSi�{it5pz�d/£ipuenppesetlauyTDUtgnsrmmasrria;ertttepefeswsr[eepemepms�nvldihMttt!es�al,ReEts3aTms&��teueTouvat,dmt�it�rdei�a.,,smpars{ca=pndam;nr :,,�thon`�T:'7omC>aIII-<PiEi:
e�eSadftiilg4sra en. U¢ptlRrtt�usdrdrir',x-Dner r'n Dam';ea4;ciermpsbele15g14um;ta4mde:ldriiRLA�$(od9rlsotla:tbquG�ut�itilm `gpm"�r�id@r,TUBcJ w•fidie`tes�He rrsstadda�tffdapsti;4e�-4sn6mscsd�sls➢k�"irts{gad»tid; Y r.
mu,���e�Teaszm,,ur�sh4c+�matieow�Tmm�,'o�nddandt�wunppapa,diddemm>FanH�a`.Ui>tui�eylam�sru���trr�,dwjludprd�remla���sr�p�auta+an�sa�ssuc�r+au�:frx+TiKs,ypUltmrtra�s�s�,mi�m:s': 44515E 'ci2�lvd.
:. • :' ': e�.awi,etdmktpafNred.p�F.t��miMept�rUjri6e�kadrsi 1'�i�rvm@tvg6ptwhiiNOTt4s4ediwphsfpei,ninsK$idea tcNntdvry`YetOrap JIfm;No9'u!(uasuiaF /dasilalli�I � P t � • � � �- =fDst ie t �f6 � g946
-{pp'jrig61t�;7018,►�-(Fuu)(rpt3ssA7h"cajtdom6011F;P.�Qyprolo_4�a><plpM1i's,do[pmec}lRaoyibrmrfp/ohrpjtEd}nMaalfh'lsTdl'enpermiurottlto_rcyAtBpotliNi;`fA�A�6oayyi:,Ta3�he�IC�,.�
Job
Truss
Truss Type
Qty
PJx
Std Pac/6511 EL D
A0074429
65019
WG02
Flat Girder
1
_^S
if
Job Reference o tional
Al Roof Trusses, Fort Pierce, FL 34946, oesign(aal truss.com t•cun: t.b4u s uct r Zino rnnt: muzu s mug o t tua D MI I etc Inaustnes, Inc. MU1I uu a! 10. 1". 11 cu 10 reyc
ID: W?quLcrdRe?LfzLe98RjH4yHM91-XOsXMrS3KeTQU8niinZEG37oiZ9LaW_egdeBmeyNsO
2-7-5 4-9-3 7-0-12 9-0-12 10-10 4 12-6-0- 14-7.4
2-7-5 2-1-13 2-3-9 2-0-0 1-9-8 1-7-12 2-1-4
3x8 11
Dead Load Defl. = 11A it
2-7-5 4-9-3 7-0-12 9-0-12 _ 10-10-4 12-6-0 14-7-4
n 1-9-R ' 1-7-12 ' 2-1-4 '
Plate Offsets (X Y)—
[2:0-1-12 0-1-81 [7:0-1-12 0-1-12] [9:0-5-8 Edgel
[10:0-2-4 0-2-01
[11.0-1-12,0-1-12], [14:0-1-12,0-1-81, [15:0-1-12,0-1-8],
[16:0-4-4,0-1-8]
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/dell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.00
TC
0.89
Vert(LL)
0.20
13
>851
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.00
BC
0.65
Vert(TL)
-0.36
13
>472
240
BCLL 0.0 '
Rep Stress Incr NO
WB
0.95
Horz(TL)
0.05
9
n/a
n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix-MSH
Weight: 286 lb FT = 0%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W1: 2x8 SP No.2, W2,W4: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-5 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
16 =
5854/0-7-4 (min.0-1-10)
9 =
8319/Mechanical
Max Uplift
16 =
-2659(LC 4)
9 =
-3581(LC 4)
Max Grav
16 =
5854(LC 1)
9 =
8319(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) oriess except
when shown.
TOP CHORD
1-16=-5364/2478, 1-17=-8742/3859,
2-17=-8742/3859,2-18=-16054/7381,
3-18=16054/738-t, 3-19=-19142/8631,
4-19=-19142/8631, 4-20=-19142/8631,
5-20=-19142/8631, 5-21=-19142/8631,
6-21=19142/8631, 6-22=15335/6812,
7-22=15335/6812, 7-23=-9890/4350,
8-23=-9890/4350, 8-9=-7345/3123
BOT CHORD
15-16=-421/993,14-15=-3859/8742,
13-14=-7381/16054, 12-13=-8631/19142,
11-12=-6812/15335,10-11=-4350/9890,
10-24=-650/1498, 9-24=-650/1498
WEBS
4-13=-2107/761, 5-12=-1935/697,
1-15=3880/8745, 2-15=-4361/1928,
2-14=-4039/8385, 3-14=-333111240,
3-13=1434/3542, 8-10=-4455/10104,
7-10=-6214/2570, 7-11=-3054/6754,
6-11=3777/1591, 6-12=2257/4724
NOTES-
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 577
lb down and 453 lb up at 0-3-10, 169 lb down and 196
lb up at 1-0-0, 184 lb down and 215 lb up at 3-0-0,
290 lb down and 216 lb up at 5-0-0, 2027 lb down and
1101 lb up at 6-2-0, 1214 lb down and 641 lb up at
8-2-0, 1209 lb down and 628 lb up at 10-2-0, and
1219 lb down and 613 lb up at 12-2-0, and 2293 lb
down and 1034 lb up at 13-2-13 on top chord, and
525 lb down and 712 lb up at 5-0-0, 283 lb down and
325 lb up at 7-M, 321 lb down and 369 lb up at
9-0-0, and 321 lb down and 369 lb up at 11-0-0, and
321 lb down and 369 lb up at 13-0-0 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=1.00
, Plate Increase=1.00
Uniform Loads (pig
Vert: 1-8=-210, 9-16=-20-
Concentrated Loads (lb)
Vert: 1=-577 13=-283(F)12=321(F) 14=-525(F)
3=-290 11=-321(F) 17=-169 18=-184 19=2027
20=-1214 21=-1209 22=-1219 23=-2293 24=321(F)
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pig
Vert: 1-8=230, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-508 13=-250(F) 12=-283(F) 14=-464(F)
3=-257 11=-283(F) 17=-147 18=-1 62 19=-1801
20=-1078 21=-1073 22=-1082 23=-2036 24=-283(F)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (pig
Vert: 1-8=-210, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-303 13=-150(F) 12=-170(F)14=-283(F)
3=-158 1 1=-170(F) 17=-78 18=-98 19=-1124
20=-671 21=-666 22=-674 23=-1265 24=-170(F)
15) Dead + 0.75 Roof Live (bal.) + 0,75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. lnt) Left): Lumber
Increase=1.60, Plate Increase=1.60
Continued on page 2 Uniform Loads (pig
. Ye •i',Eve ttrtner ide;'&S tCsoflti5 iFCE.Y$ EsflkttErY1ECOM[uTr� CniydiPsErj!([Y�tf lirtav 9nd[.la ippucathrsaelreduhtte skis �t?isiysge beam{ttUpj'tt4 e{arfarjT jis»e1 1i.Jefrteepia3r19dtu ast 0ekase +b9 ftehltedtT9G uIj
;- 60083
NtTe{�eRsrt4ftII sldltent/Fer.�iv Erk eLl,eai SG.,®(apatv{le•Siecalpf�a:s`tle tteteasrl_oiF�eseGtanq{Oimal4zteebis�eey�.tnegrcs�. sayHt3x&sipd�3aTltlretse+�dca,�t lto uN nt.r Et4t..Tx�sgemrat.tedr�utArw;xvmf ��tt . .JtjjthtNt j Torri6o 11L -:BiEi
}nlradtLfstnitnrry6n9t nfalSd6i C+eti,H O.eds MSn tfejtete/6i Cs€sg3nger el3lie<a tFlitltr.6t it(,c8tfrt'sa',faakwil�F(, Jacapitrild@tt'Ded"exTk.tlnttttkLesi,:Ut;..sartrt 1*t'�mei3,rts7stttlktHrsus.Af Y .(.y.
4k{NtiHC'yttla31.65011U.�ad£II}t1A4prIf�1;'{IEf jfCJ(tf41�(MdMtlt ttftR/lrG:NPld ElftN�l3S�3p KijpS#{{f1}}R�j uC}IdUR{[l�C�£F!AI tR{Ctl f�-flCT9. R:P8f✓31�tt CtltS�tY,f:t3lti�t!!)1{tCERt!(6{Itp[�tirC';tf.@3p 4 S�Stlt�C1��6i�U.
t1Sui,;Iltko3e¢yJtpxm,.rvlC�pnLnr*ettL.F,rssClslpEtgv�.tpflktattpTlyDaSuiKrutS1dtafeQunafevridlia}.Wmar#eimaiy¢s>s,leYwnitsilit,.„- .
• -- Fort Ps�ice; FL;3Q946.'
Ccpytig6(�¢ 1DI6 A,I Rnef liustet,.AnlhndyT.Tom6c11! pf Repicdndtcn oltEis durommti is nny fosm ttprobihAed.fsit6enY@e ielipep permissivctiotr,'A 1 HaolTmt`si:Aelhae� l lomEoI1L,'p..F;
1) 3-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, 2x6 - 2 rows staggered at 0-9-0
oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
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; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
4) Provide adequate drainage to prevent water
ponding.
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to. bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 16=2659, 9=3581.
10) Load case(s) 2, 14, 15, 16, 17, 18, 29, 30, 31, 32
has/have been modified. Building designer must
review loads to verify that they are correct for the
intended use of this truss.
Job
Truss
Truss Type
Qty
ply
Std Pac/6511-EL D
65019
WG02
Flat Girder
1
A00-74429
Job Reference (optional)
Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug-31 2016 Mi 1'ek Industries, Inc. Mon Oct 31 16:14:17 2016 Page
I D:W?quLcr?Re?LfzLe98RjH4yHM91-XOsXMrS3KeTQUBnllnZEG37oiZ9LaW_egdeBmeyNsD
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-8=147, 9-16=20
Concentrated Loads (lb)
Vert: 1=314 13=232(F) 12=263(F)14=419(F) 3=151
11=263(F)17=142 18=157 19=719 20=419 21=410
22=398 23=655 24=263(F)
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=314 13=232(F) 12=263(F)14=419(F) 3=151
1 1=263(F) 17=142 18=157 19=719 20=419 21=410
22=398 23=655 24=263(F)
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=20
Concentrated Loads (lb)
Vert: 1=314 13=232(F) 12=263(F) 14=419(F) 3=1 51
11=263(F)17=142 18=157 19=719 20=419 21=410
22=398 23=655 24=263(F)
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1 =314 13=232(F) 12=263(F) 14=419(F) 3=151
1 1=263(F) 17=142 18=15719=719 20=419 21=410
22=398 23=655 24=263(F)
29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=20
Concentrated Loads (lb)
Vert: 1=-506 13=206(F) 12=-233(F)14=-490(F)
3=-217 1 1=-233(F) 17=-1 10 18=-165 19=-1512
20=-890 21=875 22=-872 23=1595 24=-233(F)
30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-506 13=206(F) 12=-233(F)14=-490(F)
3=-217 11=233(17) 17=110 18=-165 19=1512
20=-890 21=-875 22=-872 23=-1595 24=-233(F)
31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-506 13=-206(F) 12=-233(F) 14=-490(F)
3=-217 1 1=-233(F) 17=-1 10 18=-165 19=-1512
20=-890 21=-875 22=-872 23=-1595 24=233(17)
32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-8=-147, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-506 13=-206(F) 12=-233(F) 14=-490(F)
3=-217 11 =-233(F) 17=-1 10 18=-165 19=-1512
20=-890 21=-875 22=-872 23=-1595 24=-233(F)
8�cm=lleete.4ratgflrmie+tS�!Rl �C�1�'ST,fib'SEttt6�,dfr03t`i[IdT&(DktillDf'SNStDIri'drrtEi'jddgG'6E�EYfetfIrimYeA(dlli�nf4pfhR9t ItU�DO�tttlM3TI4SiDfS�IROYAi�IDDE¢DtI 1tl90rTT0EtAi�('.E�ItIO�ISSP!l�lbp�il,:OtlISS�Ff'YISIfLII�RIEtTDDrEIId
4Tti`-Rreytr�ra6ilntvt�ivtle1fD91�settlktTtrss-0�Si[e ripaevpx grJelryfryurl.tx cMattyTUUlHtntnimmeg(aedtMpAguml aguMtp Rtltnrt�tnMles�g��sr�+Tvtt kphtPn MTDD nIr nNCiifi. t�detrytvtimtket I nMaimaurMdrry '.:.���tl �T, �TDinfIO III .PiE:
• a�.uudtai�a�ar�mt���rmrscptetd�trtit�eDrw�D■wcr�mmtaeTnatG:WT�rDt,mmTamsiitrz+tat>i�a.n acaepruuevatu�p6aotgt nrvmt��erTDnaa�;F,<tzngdtur„s��a�yyt�rd�ri�nmD�wad&��etr�wta��; y „r8U083.
-_ Tbi£la3Usiigi±tsr9teeattM_ tT`ttMs+iet4RetCD��leTrodiarnl9�eTvedMldiuYGi���!?��{�`}Isltnledl�lH mlSir�en�!t',Su:d!H�inulPdnrt]P'IAS�sSgeegtatG�+Etiul,f.Tu�•kaT�t�slkslutt (¢tsksgnNltuu m(Itess�7nPseraen
' c�.i,�+fitparat�rctec4a<�et�r�rz�eticutal�tintl�rssoes��r,�iisbar�rcawrnsi�,,nr�ts s� a rwr�_FDm t�fatvv�a:`re��itrtna 445i5tl:sicie8fyd,
� �d"� c"t � t _: �FattP.ierce;FL,,3g9,46
[opjtig6fD;�0lbaflo"a)irusspc,AaNunjt,Tom6alllp�aepradattnptHifdacrmep4taoojJortatspiafii6AeE»?t�outthetsrAtinptimisioAfloa�Al&oaflrp's;"ei;Antlony,C•TohboIlt,QE,
Job ,
Truss
Truss Type
Qty
Ply
Std Pac/6511 EL D
5019
WG03
FLAT GIRDER
1
A0074430
r
`
Job Reference (optional)
Al Roof Trusses; Fort Pierce, FL 34946, design@a1truss.com
LOADING (psf)
SPACING-
2-M
TCLL
20.0
Plate Grip DOL
1.00
TCDL
15.0
Lumber DOL
1.00
BCLL
0.0 '
Rep Stress Incr
NO
BCDL
10.0
Code FBC2014/TP12007
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2 *Except*
W2: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-04 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 344/Mechanical
3 = 267/0-5-0 (min.0-1-8)
Max Uplift
4 = -76(LC 4)
Max Grav
4 = 344(LC 1)
3 = 276(LC 2)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-4=-328/84, 2-3=-261/3
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 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; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; Lumber DOL=1.60
plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.
5) Plates checked for a plus or minus 0 degree rotation
about its center.
Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 312016 MiTek Industries, Inc. Mon Oct 31 16:14:18 2016 Page
ID: W?qu LcrlRe?LfzLe98RjH4yHM91-?aQvZBTi5ybH6HLxIV4TpGf/lyeUJB4o3HOl l4yNsD
2-0-4
CSI.
DEFL.
in
(loc)
I/deft
L/d
TC 0.17
Vert(LL)
-0.00
4
>999
360
BC ' 0.01
Vert(TL)
-0.00
4
>999
240
WB 0.00
Horz(TL)
-0.00
3
n/a
n/a
Matrix -MP
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4.
10) Load case(s) 2, 14, 15, 16, 17, 18, 29, 30, 31, 32
has/have been modified. Building designer must
review loads to verify that they are correct for the
intended use of this truss.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)173
lb down and 194 lb up at 0-8-0 on top 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=1.00
, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-260, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-173
2) Dead + 0.75 Roof Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-280, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-150
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-2=-260, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-80
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=177, 3-4=-20
PLATES GRIP
MT20 244/190
Weight: 27 lb FT = 0%
Standard
Vert: 5=139
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=177, 3-4=-20
Concentrated Loads (lb)
Vert: 5=139
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-177, 3-4=20
Concentrated Loads (lb)
Vert:5=139
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-177, 3-4=-20
Concentrated Loads (lb)
Vert: 5=139
29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int),Left):
Lumber Increase=1.60 Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-177, 3-4=-20
Concentrated Loads (lb)
Vert: 5=114
30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Right):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-177, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-114
31) Reversal: Dead + 0.75 Roof Live (be].) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-177, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-114
Continued on paqe 2 Concentrated Loads (lb)
9rte.n?fireutisr mwrUp,:d�ICOrIrGSitS'W:r FAElAt JEW38rUXG7E7a; iCTDUgiO•>a'�S7469,,T'tps46lisrapttntimatlttl�lei tt�sGEi35 C�is�4'rvnrt'Dp �f�lFsi�T,itmit l�riieintstf etkht air. Uelttsalz+7u ShhtwkeY70, ut
�. �" baTeinatdtrWts�5Wt1l ut!(e>s�P trk eAl AssT"rtG � r � � r
. ..:' ,..,..;.i,... �. n.... _,. : °Gr?F,el�s'(itl 3recwry�egam�,6rseduuT)dtEra�tdswa:uttg:dAerthssius'tryunitesjtu}jtrfcelle%si�rle5es�jLlmsdphA:dw�l1^Pu�'rttt liFl.l�/nags etsatpcxes;;ledryerz.�isns il7�7t� - ,/lrlti)017Y T:'f6t1b0 It S,�FE:•
etlttsitktit»s1xaT6�9_beresra�urAdrC.urnOttasEUr 3tteuRrrtsahg�tmdia?adUU44u11( ubnl5w%�ade�itFilagrroa�atUtiDrdu7firUrrwiliis htr��lar<txr t�auadkm shpklxEpmdury :i80683—
Kaf"Uuitti;' na�,uaalu Aait�tsaetadernPG utikt � c, peensArlieee¢::dat�yceaa><tttsrfinr�srsou>}tu>�rti.me*rUom�h<euu��te�di�gnTr�ta�as�eh+ec�diiwtstr�trtrtsna�t�,r�sGrsag��i<�lr�t,u=v�c�z��a? 4¢SiSt;Lu5e01ib.
_ st;vs„tdtuu�) i6mo�Egedt7att.Prr�E r3 ,5;sa sl ti. tiss�ts G` � xis UTot tr b z rstsa s4a eln ircir r9' ltuedivaietuii6Eet bitlP,,� 4' � ����
._ u'F 4ca'
pierce° EI> •3a946
Ce��tr®hi'>r,�016AItoaiT�'syes-AeE6oA T.Jdm6oUI7PE ReredanroneftEts_tTnlumemro,on7gciats ra6i6ited,'jldoohfiesrtn�aTelmnunAfin®A=liootttoss6s�ipiho L�iomQalEf,P#•3
Job
Truss
Truss Type
Qty
Ply`
Std Pac/6511 EL D
65019
WG03
FLAT GIRDER
1
2
A0074430
Job Reference (optional)
Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Mon Oct 31 16:14:18 2016 Page
ID: W?quLer?Re?LfzLe98RjH4yHM91-?aQvZBTi5ybH6HLxIV4TpGf7lyeUJB4o3HOI14yNsD
LOAD CASE(S)
Standard
32) Reversal: -Dead + 0.75 Roof Live (bal.) + 0.75 Attic
Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd
Parallel): Lumber Increase=1.60, Plate
Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-177, 3-4=20
Concentrated Loads (lb)
Vert: 5=-114
6 iAl's., s ''i mlesn iTmss s Gtvi vd6 1t1� t7oxhell t e(u®cikMl asr. Uelnsillttriu shtrBtitEeT aeI
0ciie[-tltetel4atgFJgteriw.�pt1&1Tr ILt'SS45(;S�llEl"}fiE�7:t`IrIftSEtpRtd11C3SfUi19Ul'tGtitj `YHC�d6k Ittz Ycdlie.iQpxr®em �ta� h Gig+. q{If � rt/... .E,t drt 60. .[
:,•, WTeCrplPtssltl[Oeptd[vrdelC-0b►tUl1llslTryuOtfgtFipte!.(I.c SyzAelpfE�ejlSt snlutee[pptHnsmf®me�srxddpnht4uv[egGzm�lis[usildarMlklnh till}kti�inlsskpl1Nadt10bottt,uletl%:I Yf�&aplmstn{Iuas lsd�ntlnins'nmfllAt ',.� �An#hon>T:'T•t1d�III PeF:
.��unmctrot:bamt�u�plt"mtt;Nnatdts�wonat�u:wSgjawaacgukaeulepGw>sa�oettidneitcAta(u��`trudb�u6tea[nr, i�t,a�rmtae.q�,Na�tdt�[ris�ddn�,tm�tt�o-maemd6wysLeeebtietasdr?rtt Y 8U0.83. , v
mntu�,tmteaaun,cart:Asa`muetiv,diunmasq�rdntt�wtptyyGst��?>nirnUitealncY■i,[tma+atenn>wlts s;Ier prsasatutnssuts�uyt:aiidir�snte�dn a,ss ': 445151 " `eT2Blvd.
:. :� '.sir�i,eit(uel4jalajr`ri��tra�pEj.�O.pe�i`,ttar�NirTeelnsstesipEt�`eu570I@f,W£yref.�i.ttrnsslrs'??Iar4�$�rlrittaplOo;ln�i�,emsv!n'ItbeJkfi.l ; '' �F;ortPierc"e. FL,�a9ab'
Y" - "' rodottiCnQ[�iiF>>arrTectiiPsio "�'
Cppjiiglif(t?$blb,A•[ of{drosses,Ad@enriTpmbpIll;P,FNDp yIo[mtsptodi6j(gH,Wlth6vttherriltenp�ttmissionhoplAlRop[Titisftr;Aallonp�T.•ioin6olll.PsE
}
4 J
AM
.�A
lII�IIPAIII
A-1 ROOF
TRUSSES
A. FLORIDA CORPORATION
Important Notes / Please Review Prior to Truss Installation:
1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007;
WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses",
and `SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood
Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof
Trusses. Spanish versions are also available.
2) All temporary and permanent bracing design, connection, material, and labor by others.
3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building
designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies.
4) If provided by truss manufacturer, any engineered beams provided have been sized using information design
guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and
bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by
truss manufacturer.
5) Unless specified, roof trusses are not designed for any additional attic storage loads.
6) On flat surfaces, adequate drainage must be provided to avoid ponding.
7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs
to assure they do not interfere with the, truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic
access opening should be located between trusses unless otherwise noted.
8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder.
9) Attached drawings are standard details that cover most installation standards.` Structural details provided by the
building designer supersede any attached details.
10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should
be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the
structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must
be provided by the building designer.
1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan
and/or individual truss design drawings.
12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials,
erection personnel, equipment, whether temporary,or permanent, are not allowed unless specified on sealed
engineered drawings.
Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010.
4451 St. Lucie Blvd., Fort Pierce, FL 34946
772-409-1010 Office 772-409-1015 Fax www.AItruss.com
SP
STRUCTURAL
CON I l ECTORS°
A M1t11Tek' Company
Haneers
Allowable Load (Ibs)
DF-L/SP
LSL
LVL
PSL
SPF
I -JOIST
160%
LISP
Label
Stock No.
Code Reports
100%
115%
125%
Uplift
100%
100%
100%
100%
100%
Fastener Schedule
T1
JUS24
1881,
655
-750
820
510
(4) -10d (Header)
FL821.39,
(2) -10d (Joist)
11-
0510.01,
RR 25779
LUS24
670
765
825
490
-
-
-
-
_
(4)-'10d(Header)
(2) -10d (Joist)
T2
JUS26
1881,
850
975
1060
1115
(4) -10d (Header)
FL821.42,
(2) -10d (Joist)
11-
0510.01,
RR 25779
LUS26
865
990
1070
1165
-
-
-
-
_
(4) - 10d (Header) ,
(2) -10d (Joist)
T3
MSH422
1831,
2025
2025
2025
-
(22) -10d (Face - Face Max Nailing)
FL822.36,
(6) - 10d (Face - Top Max Nailing)
08-
(6) - 30d (Joist - Face Max Nailing)
0303.06,
(6) -10d (Joist - Top Max Nailing)
RR 25836
(4) -10d (Top - Top Max Nailing)
13116-R
THA412
2245
2245
2245
-
-
-
-
-
_
(6) -16d (Carried Member- Face Mount)
(6) -10d (Carried Member -Top Flange)
(22) -16d (Face - Face Mount)
(2) -16d (Face - Top Flange)
(4) .16d (Top -Top Flange)
THA1422
1835
1835
1835
-
-
-
-
-
_
(2) -10d x 1-112 or 2.10d x 1-112 (Carried Member)
(20) -10d or (2) -10d (Face)
(4) -10d (Top)
T4
THD26
1781,
2485
2855
3060
2170
(18) -16d (Face)
FL13285.35,
(12) -10d x 1-1/2 (Joist)
06-
0921.05,
RR 25843
HTU26
2940
3340
3600
1555
-
-
-
_
_
(11) -10d x 1-112 (Carried Member)
(20) -10d x 1-112 (Carried Member -Max Nailing)
(20) -16d x 1-112 (Carrying Member)
(10) -16d x 1-112 (Carrying Member - Max Nailing)
U S P
STRUCTURAL
CONNECTORS'
A MTek' Company
Hangers
Allowable Load (lbs)
DF-L/SP
LSL
LVL
PSL
SPF
I -JOIST
160%
LISP
Label
Stock No.
Code Reports
100%
115%
125%
Uplift
100%
100%
100%
100%
100%
Fastener Schedule
T5
THD26-2
1781,
2540
2920
3175
2285
-
-
(18) - 16d (Face)
FL13285.35,
(12) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS26-2
2785
3155
3405
1550
-
-
-
_
_
(14) - 16d (Face)
(6) -16d (Joist)
HTU26-2
2940
3340
3600
2175
-
-
-
-
_
(20) -10d (Carried Member- Max Nailing)
(20) -16d (Carrying Member - Max Nailing)
T6
THD28
1781,
3865
3965
3965
2330
(28) -16d (Face)
FL13285.35,
(16) - 10d x 1-1/2 (Joist)
06-
0921.05,
RR 25843
HTU28
3920
4340
4680
2140
-
-
-
-
_
(26) -10d x 1-112 (Carried Member- Max Nailing)
(26) -16d (Carrying Member - Max Nailing)
T7
THD28-2
1781,
3950
4540
4935
2595
(28) - 16d (Face)
FL13285.35,
(16) -10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS28-2
4210
4770
5140
2000
-
-
-
_
_
(22) - 16d (Face)
(8) -16d (Joist)
HTU28-2
3820
4340
4680
3485
-
-
-
-
_
(26) -10d (Carried Member- Max Nailing)
(16) -16d (Carrying Member- Max Nailing)
T8
THD46
1781,
2540
2920
3175
2285
(18) -16d (Face)
FL13285.35,
(12) -10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS46
2790
3160
3410
1550
-
-
-
-
_
(14) -16d (Face)
(6) -16d (Joist)
^10 U a P
STRUCTURAL.
CONNECTORS'
A MiTek" Company
Hangers
' Allowable Load (lbs)
DF-L / SP
LSL
LVL
PSL
SPF
]-JOIST
160%
LISP
Label
Stock No.
Code Reports
100%
115%
125%
Uplift
100%
100%
100%
100%
100%
Fastener Schedule
T9
THD48
1781,
3950
4540
4935
2595
-
-
-
(28) -16d (Face)
FL13285.35,
(16) -10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHU548
4210
4770
5140
2000
-
-
-
-
_
(22) - 16d (Face)
(8) -16d (Joist)
T10
THDH26-2
1881,
3915
4505
4795
2235
(20) -16d (Face)
FL821.75,
(8) -10d (Joist)
06-
0921.05,
RR 25779
13116-R
HGUS26.2
4355
4875
5230
2155
-
-
-
-
_
(20) - 16d (Face)
(8) -16d (Joist)
- T11
THDH26-3
1881,
3915
4505
4795
2235
(20) -16d (Face)
FL821.75,
(8) -10d (Joist)
06-
0921.05,
RR 25779
HGUS26.3
4355
4875
5230
2155
-
-
-
_
_
(20) -16d (Face)
(8) -16d (Joist)
T12
THDH28-2
1881,
6535
7515
8025
2665
(36) -16d (Face)
FL821.77,
(10) -16d (Joist)
RR 25779
13116-R
HGUS28-2
7460
7460
7460
3235
-
-
-
_
-
(36) -16d (Face)
(12) -16d (Joist)
T13
THDH28-3
1881,
6770
7785
8025
2665
(36) -16d (Face)
FL821.75,
(10) -16d (Joist)
06-
0921.05,
RR 25779
HGUS28-3
7460
7460
7460
3235
-
-
-
-
_
(36) - 16d (Face)
-
(12) -16d (Joist)
us
STRUCTURAL
CONNECTORS"�
A MOW Company
Fastener Comparison Table
Connector Schedule
Group
Label
USP Stock No
Required Fasteners
Reference No
Required Fasteners
(4) -10d (Header)
(4) -10d (Header)
-
T1
JUS24
LUS24
(2) - 10d (Joist)
(2) - lod (Joist)
(4) -10d (Header)
(4) - 10d (Header)
-
T2
JUS26
LUS26
(4) - lod (Joist)
(4) -10d (Joist)
(22) - 10d (Face - Face Max Nailing)
(6) -16d (Carried Member- Face Mount)
(6) - lod (Face -Top Max Nailing)
(6) -16d (Carried Member- Top Flange)
-
T3
MSH422
(6) - 10d (Joist - Face Max Nailing)
THA422
(22) -16d (Face - Face Mount)
(6) -10d (Joist - Top Max Nailing)
(2) -16d (Face - Top Flange)
(4) - lod (Top - Top Max Nailing)
(4) -16d (Top - Top Flange)
(11) -10d x 1-112 (Carried Member)
(18) - 16d (Face)
(12) - lod x 1-1/2 (Joist)
(20) -10d x 1-112 (Carried Member - Max Nailing)
-
T4
THD26
HTU26
(20) -16d (Carrying Member)
(20) -16d (Carrying Member -Max Nailing)
(18) -16d (Face)
(14) -16d (Face)
-
T5
THD26-2
HHUS26-2
(12) - 10d (Joist)
(6) -16d (Joist)
(28) - 16d ( Face)
(26) -10d x 1-1/2 (Carried Member- Max Nailing)
-
T6
THD28
HTU28
(16) - 10d x 1-1/2 (Joist)
(26) -16dx 1-112 (Carrying Member- Max Nailing)
(28) -16d (Face)
(22) -16d (Face)
-
T7
THD28-2
HHUS28-2
(16) - 10d (Joist)
(8) -16d (Joist)
(18) - 16d (Face)
(14) -16d (Face)
-
T8
THD46
HHUS46
(12) - 10d (Joist)
(6) -16d (Joist)
(28) -16d (Face)
(22) -16d (Face)
-
T9
THD48
HHUS48
(16) - 10d (Joist)
(8) -16d (Joist)
(20) -16d (Face)
(20) -16d (Face)
-
T10
THDH26-2
HGUS26-2
(8) -16d (Joist)
(8) -16d (Joist)
(20) - 16d (Face)
(20) -16d (Face)
-
T11
THDH26-3
HGUS26-3
(8) -16d (Joist)
(8) -16d (Joist)
(36) - 16d (Face)
(36) -16d (Face)
-
T12
THDH28-2
HGUS28-2
(10) - 16d (Joist)
(12) -16d (Joist)
(36) - 16d (Face)
(36) -16d (Face)
-
T13
THDH28-3
HGUS28-3
(10) -16d (Joist)
(12) -16d (Joist)
us p
STRUCTURAL,
CONNECTOW
A. IV trek" Company
w
�.e.:.
+ r 1� 3 .Y� • � jjt � � .'
JUS24 JUS26 MSH422
lie
ZV
wM
a
TH D26 TH D26-2 TH D28
ig
Wlf
YA
THD28-2 THD46 THDH26-2
mEd
p� i 3g
P,i�v}f�, a" •z
n
THDH26-3 THDH28-2 THDH28-3
JAIINUARY 8, 2016 TYPICAL HIP / KING JACK CONNECTION ST-CRNRST & LVL NAILIN
LVL NAILING SCHEDULE
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
& (3) 16d Toe Nails @ BC
Attach King Jack w/ (2) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10dx1.5"ea. end@BC
Attach Corner Jack's
w/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (3) 16d Toe Nails @ TC &
(2) 16d Toe Nails @ BC (Typ)
FEBRUARY 14, 2012
F--i0
a/�aa
0 00
O 00
a
MiTek USA, Inc.
Standard Gable End Detail
SHEET2
MiTek USA, Inc.
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses Qa - 24" ox.
HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48" O.C.
(SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d
Roof Sheathing-- \ COMMON WIRE NAILS AND ATTACHED
TO BLOCKING WITH (5) - 10d COMMONS.
an
Page 2 of 246
Max.
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO NAILS
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
MAY RESULT FROM THE BRACING OF THE GABLE ENDS
\
\
2X 4 PURLIN FASTENED TO FOUR TRUSSES
WITH TWO 16d NAILS EACH. FASTEN PURLIN
\
TO BLOCKING W/ TWO 16d NAILS (MIN)
Diag. Brace
at 1 /3 points
\ \
PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
SUPPORTING THE BRACE AND THE TWO TRUSSES
if needed
\
ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d COMMON WIRE NAILS.
End Wall
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 NAILING SCHEDULE.
METHOD 2: ATTACH 2X _SCABS TO THE FACE OF EACH VERTICAL SCAB
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTI
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
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 6" 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" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAG
ALL BRACING METHODS SHOWN ON PAGE 1 Af._
VALID AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
INLAYED STUD
L
S
STRUCTURAL BE PRESENT TO AN ADEUATE DIAPHRAGM
DE FULL LATERAL SUPPORT OF THIE BOTTOM
NG MUST
GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAUSTUDS 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 14, 2012 STANDARD PIGGYBACK I ST-PIGGY-PLATE
TRUSS CONNECTION DETAIL
EY110
0 00
0 00
a
MiTek USA, Inc.
This detail is applicable for the following wind 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.C.).
A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT.
MiTek USA, Inc. Page 1 of 1
Attach piggyback truss to the base truss with 3"x8" 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'x0.099")
nails in each plate to achieve a maximum uplift capacity of 377 lbs.
at each 3"x8" 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.
RNS
FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WINID2
00 ® MiTek USA, Inc. Page 1 of 1-
GENERAL SPECIFICATIONS
0 00
0 00 1. NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW =4.5" WS45 USP OR EQUILIVANT
L� 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
MiTek USA, Inc. GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS-01
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
BASE TRUSSES
VALLEY TRUSS TYPICAL
N4 CONTINUOUS NO.2 SYP
OOF W/ TWO USP WS45 (1/4" X 4.5")
TREWS INTO EACH BASE TRUSS.
'1.5" Max
GABLE END, COMMON TRUSS
nD MDIICD TDl 1—
WIND DESIGN PER ASCE 7-98, ASCE?-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
CATEGORY 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
A7 DF :
F.EBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL I ST-VALLEY HIGH WIND1
aaa
0 00
0 00
a
MiTek USA, Inc.
VALLEY TRUSS TYPICAL
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C. .
GABLE END, COMMON TRUSS
OR GIRDER TRUSS
MiTek USA, Inc. Page 1 of 1
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.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6. NAILING DONE PER NDS - 01
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
BASE TRUSSES
VALLEY TRUSS TYPICAL
ATTACH 2x4 CONTINUOUS NO.2 SYP
TO THE ROOF W/ TWO USP WS3 (1/4" X 3")
WOOD SCREWS INTO EACH BASE TRUSS.
DETAIL A
(NO SHEATHING)
N.T.S. '
GABLE END, COMMON TRUSS
r%P (_'lPr)F= ] TRI ICC
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
CATEGORY 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
NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEY
(HIGH WIND VELOCITY)
FY100
0 00
0 00
a
MiTek USA, Inc.
® NOTE: VALLEY STUD SPACING NOT
TO EXCEED 48" O.C. SPACING
WIND DESIGN PER ASCE 7-98, ASCE 7-02, AS
WIND DESIGN PER ASCE 7-10 160 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
WIND DURATION OF LOAD INCREASE: 1.6
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.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:
- SHEATHING APPLIED AFTER
INSTALLATION OF VALLEY TRUSSES
- THIS DETAIL IS NOT APPLICABLE FOR
SPF-S SPECIES LUMBER.
NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED
TO THIS FACE WHEN
PITCH EXCEEDS 6/12.
(MAXIMUM 12/12 PITCH)
NON -BEVELED
BOTTOM CHORD
MiTek USA, Inc. Page 1 of 1
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE
APPLIED TO EITHER FACE
CLIP MAY BE APPLIED
TO THIS FACE UP TO
A MAXIMUM 6/12 PITCH
4Y 24, 2012 Standard Gable End Detail- I ST-GE190--SP
a�aa
0 00
0 00
a
MiTek USA, Inc.
DIAGONAL BRACE
4'-0" O.C. MAX
Typical 2x4 L-Brace Nailed To
2x4 Verticals W/10d Nails, 6" o.c.
Vertical Stud
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
12
QVaries to Common Truss
Vertical Stud
(4) - 16d
(2) - 10d Nails into 2x6
SECTION A -A
MiTek USA, Inc. Page 1
2X6 SP OR SPF No. 2
DIAGONAL BRACE
16d Nails
Spaced 6" o.c.
2X6 SP OR SPF No. 2
�\ Typical Horizontal Brace
Nailed To 2x4 Verticals
w/(4)-10d Nails
4 SP OR SPF No. 2
SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
DRAWIS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d NAILS AT EACH END.
4B�
ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d NAILS.
3x4 I (4) - 8d NAILS MINIMUM, PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
* - Diagonal Bracing * * - L-Bracing Refer
Refer to Section A -A to Section B-B
24" Max
Roof Sheathi
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
Max.
BRACING OF ROOF SYSTEM.
4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3
OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A
2x4 AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD.
ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2x4.
Ala Brace
(REFER TO SECTION A -A)
g•
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240.
at 1/3 points
6. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
If needed
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
\a
TYPE TRUSSES.
10. 10d AND 16d NAILS ARE 0.131 "X3.0"AND 0.131"X3.5" COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
End Wall
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 No. 3 / Stud
12" O.C.
3-8-10
5-6-11
6-6-11
11-1-13
2x4 SP No. 3 / Stud
16" O.C.
3-3-10
4-9-12
6-6-11
9-10-15
2x4 SP No. 3 / Stud
24" O.C.
2-8-6
3-11-3
5-4-12
8-1-2
2x4 SP No. 2
12" O.C.
3-10-15
5-6-11
6-6-11
11-8-14
2x4 SP No. 2
16" O.C.
3-6-11
4-9-12
6-6-11
10-8-0
2x4 SP No. 2
24" O.C.
3-1-4
3-11-3
6-2-9
9-3-13
Diagonal braces over 6'-3" require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 kbraces
attached to both edges. Fasten T and I braces to narrow edge
of diagonal brace with 10d nails 6in o.c., with 3in minimum
end distance. Brace must cover 90% of diagonal length.
T or I braces must be 2x4 SPF No. 2 or SP No. 2.
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B or C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND C
DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
(2) - 1 X
/ � V]f(2)-10dNAILS
�rUWs @ 24" o.c.
/2x6 DIAGONAL BRACE SPACED
48" O.C. ATTACHED TO VERTICAL WITH
(4) -16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) -10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
3B BGAZ.Z>i Uf)170o f
August 10, 2010
aaaQ
0 00
a o0
a
MiTek USA, Inc.
T=BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRAE 2
J
MiTek USA, Inc. Page 1 of 1
Note: T-Bracing / I -Bracing to be used when continuous lateral bracing
is impractical. T-Brace / I -Brace must cover 90% of web length.
Note: This detail NOT to be used to convert T-Brace / I -Brace
webs to continuous lateral braced webs.
Nailing Pattern
T-Brace size
Nail Size
Nail Spacing
2x4 or 2x6 or 2x8
10d
6" o.c.
Note: Nail along entire length of T-Brace / I -Brace
(On Two-Ply's Nail to Both Plies)
WE
Nails
Nails
Web
Nails/
-Brace
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
12x6 T-Brace
2x6I-Brace
2x8
J2x8 T-Brace
M 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 2x6l-Brace
2x8 2x8 T-Brace MI -Brace
T-Brace / I -Brace must be same species
and grade (or better) as web member.
EBRUARY 8, 2008
00
=Ell]
0 00
0 00
a
MiTek USA, Inc.
LATERAL BRACING RECOMMENDATIONS ST-STRGBCK
MiTek USA, Inc. Page 1 of 1
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2x6 "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 OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF
THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED
WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
ATTACH TO VERTICAL
WEB WITH (3) -10d NAILS
(0.131"x 3")
BLOCKING BEHIND THE
VERTICAL WEB IS
RECOMMENDED WHILE
USE ME I AL FRAMING ATTACH TO VERTICAL
ANCHOR TO ATTACH WEB WITH (3) - 10d NAILS
TO BOTTOM CHORD (0.131" x 3")
ATTACH TO VERTICAL
SCAB WITH (3) - 10d NAILS
(0.131 " x 3")
ATTACH 2x4 VERTICAL TO FACE
OF TRUSS. FASTEN TO TOP AND
BOTTOM CHORD WITH (2) -1
A l l AGH I U VEH I UAL
SCAB WITH (3) - 10d NAILS
(0.131 " x 3")
TRUSS 2x6
4-0-0 WALL
r (BY O' STRONGBACK (TYPICAL SPLICE)
INSERT WOOD SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE OF STRONGBACK
(DO NOT USE DRYWALL TYPE SCREWS)
ATTACH TO VERTICAL
WEB WITH (3) - 10d NAILS
(0.131"x 3")
ATTACH TO CHORD
WITH TWO #12 x 3"
WOOD SCREWS 1216" DIAM.1
INSER I SCREW I HHUUGH UU I SIDE
FACE OF CHORD INTO EDGE OF
STRONGBACK (DO NOT USE
DRYWALL TYPE SCREWS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO 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
(0.131" x 311 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)
JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL_tP,,
== ® MiTek USA, Inc. Page 1 of 1
NOTES: TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER
0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND
0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING -OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES
FOR MEMBERS OF DIFFERENT SPECIES.
OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail)
DIAM.
SP
DF
HF
SPF
SPF-S
0
.131
88.0
80.6
69.9
68.4
59.7
p
.135
93.5
85.6
74.2
72.6
63.4
J
.162
108.8
99.6
86.4
84.5
73.8
r)
C7
z
.128
74.2
67.9
58.9
57.6
50.3
.131
75.9
69.5
60.3
59.0
51.1
N
.148
81.4
74.5
64.6
63.2
52.5
of
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15:
3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity
ANGLE MAY
VARY FROM
30 ° TO'60 °
45.00 °
ANGLE MAY
VARY FROM
30 ° TO 60'
THIS DETAIL APPLICABLE TO THE
THREE END DETAILS SHOWN BELOW
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
SIDE VIEW
(2x4)
3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00 °
SIDE VIEW
(2x3)
2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
(2x6)
4 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL_UPLIFT
� lalur
a o0
ono
- a
MiTek USA, Inc.
SIDE VIEW
NEAR SIDE
FAR SIDE
MiTek USA, Inc. Page 1 of 1
THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING
UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE
FOR LOADS IN OTHER DIRECTIONS.
TOP PLATE
OF WALL
NEAR SIDE
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail)
DIAM.
I SP
DF
HF
SPF
SPF-S
(5
.131
59
46
32
30
20
0.135
60
48
33
30
20
in
.162
72
58
39
37
25
J
�
Z
.128
54
1 42
1 28
27
19
W
.131
55
43
29
28
19
J
J
in
n,
.148
62
48
34
31
21
Cl)
Z
(5
.120
51
39
27
26
17
O
.128
49
38
26
25
17
J
o
.131
51
39
27
26
17
'
.148
57
44
31
28
20
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
END VIEW
1" FOR 3" NAIL
r 1-1/16" FOR 3.25" NAIL
lL 1-3/16" FOR 3.5" NAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES
WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE
NAIL FROM THE MEMBER END 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 BASED ON THE SPECIE WITH
LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN
THE CONNECTION.
EXAMPLE:
(3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES TOP PLATE
For Wind DOL of 1.33:
3 (nails) X 37 (lb/nail) X 1.33 (DOL for wind) = 148 lb Maximum Allowable Uplift Reaction Due To Wind
For Wind DOL of 1.60:
3 (nails) X 37 (lb/nail) X 1.60 (DOL for wind) = 177 lb Maximum Allowable Uplift Reaction Due To Wind
If the uplift reaction specified on the Truss Design
Drawing exceeds 147 Ibs (177 Ibs) Building Designer
is responsible to specifiy a different connection.
"` USE (3) TOE -NAILS ON 2x4 BEARING WALL
"' USE (4) TOE -NAILS ON 2x6 BEARING WALL
FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT I ST-2x2 NAIL Ih4j'
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
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.
2x2 SP No. 3
. P
April 11, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
(4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
(SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
ST-FLAT GIR BRACE
(4) 12d
MAX 30" (2'-6")
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON HS
acaz 2 4 aa.oa:oo.ac �2sz.'a
st �riiu wsd MI"DiFm$
`�" biA�q �nxcrn,�m}�tQ
..Aotlig�Y T: Tor1E�i FII;•f?<E.
gxur4f7 n, Nuause.�eN
.Q451 St.'Li�tie.-8'vd,•
8'')
Fart. Pierce,,fi.;:
OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al
AND DAMAGED OR MISSING CHORD SPLICE PLATES
aV�aa
0 00
O 00
a
MiTek USA, Inc.
RD]
mi I eK USA, Inc. rdyu I UI I
TOTAL NUMBER O
NAILS EACH SIDE
OF BREAK *
x
INCHES
I
MAXIMUM FORCE (Ibs) 15% LOAD DURATION
SP
DF
SPF
HF
2x4
2x6
2x4
2x6
2x4
2x6
2x4
2x6
2x4
2x6
20
30
24"
1706
2559
1561
2342
1320
1980
1352
2028
26
39
30"
2194
3291
2007
3011
1697
2546
1738
2608
32
48
36"
2681
4022
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
L
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" O.C. AS SHOWN.(.131"dia. x 3")
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O:C.
SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END 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:
-A L=(2)X+C
3 lkg)
BREAK
- 10d NAILS NEAR SIDE
+10d NAILS FAR SIDE
-k�
X" MIN 6" MIN
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
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 APPLING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
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.
5. 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.
0-
xch 4, 2013 SCAB APPLIED OVERHANGS
ST-REP-I 3A
�0
0 00
0 00
a
MiTek USA, Inc.
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 NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF
TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148"DIA. x 3") SPACED
6" O.C.
2. THE END DISTANCE, EDGE DISTANCE, 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_ SCAB
(L) j (2.0 x L)
24" MAX 24" MIN
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 40') 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
MiTek USA, Inc. Page 1 of 1
REPAIR REQUESTS
When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com.
NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very
helpful. Engineering sheets with the damage -or issue noted are required.
1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request.
2. We cannot provide sealed drawings for "field built" trusses.
2. See details below.
BREAKS, UseAli, ie a ritite:
tFte exact:iflcaWbn of:the break
ALTTFIQVED BEARIh1D O DIT1Qt TRUSSAIQDIFICAMC , .
l rats in neYa.it�cation.of tiearr a ci @11SSING t:DA 1AGED f+LATES Iltnsss Is to ontl 'shgrt, fry and 8:
_ : £ irde pate tfi at needs
prpvidb dimension as .ng�dRcl as d2tas ed as pt�ssibte and prQA e
' cliff nsimsasneeded
3x3 PP 3x3 l!. 3x4 9 5x4 1I 1 5x4 I! _ ._ 5z6.=
3: 4 - :6 7 8 T3 10. 11 12..
20 19 1 17 16: 15;.
1:5x4 I1 '1.5x4 II y. H13x6 = 3x6 PP 3it4 =. 3x3
MEMBER .SPLIT_
pij Ci��tclte x��t rr€ sfit,
v�de: a€ approxima.I f lei�tlt .
,s
3x4' � :. ..
.sa
No
14 ?11Z"
4x6 TOO LONG