HomeMy WebLinkAboutTRUSSLumber de�ign values are in accordance with ANSI/TPI 1 section 6.3
J�Qse truss designs rely on lumber values established by others.
MiTek
RE: 502385 -
6Y
saucip(
Site Information:
Customer Info: BSE Construction Group Proj
Lot/Block: Sub
Address: 485 Bridlewood Way
City: Ft Pierce Stat
Name Address and License # of Structural E
Name:
Address:
City:
General Truss Engineering Criteria & Des!
Loading Conditions):
Design Code: FBC2014[TP12007
Wind Code: ASCE 7-10
Roof Load: 37.0 psf
This package includes 19 individual, dated'
With my seal aff ixed to this sheet, I hereby i
conforms to 61 G 15-31.003, section 5 of the
MiTek USA, Inc.
6904 Parke East Blvd.
Name: Model: Tampa, FL 33610-4115
�: FL
ngineer of Record, If there is one, for the building.
License #:
State:
n Loads (individual Truss Design Drawings Show Special
Design Program: MiTek 20/20 7.6
Wind Speed: 160 mph
Floor Load: N/A psf
Design Drawings and 0 Additional Drawings.
that I am the Truss Design Engineer and this index sheet
da Board of Professional Engineers Rules.
No.
I Seal#
I Truss Name:j�
NoJ
Seal#
Truss Name
Date
1
IT7887163 I
A01 G
11/14/016
118
T-7887180
I V02
1/14/016
12
IT7887164 I
A02
11/14/016
119
1 T7887181
I V03
11/14/0161
13
IT7887165 I
A03
11/14/0161
14
IT7887166 I
A04
1/14/0161
15
IT7887167 I
A05
11/14/016
16
T7887168
I A06
11/14/016
7
T7887169
I B01G
11/14/016
18
IT7887170
I B02
11/14/016
19
1 887171
1 BJ01
11/14/0161
110
IT7887172
I BJ03
11/14/016
Ill
IT7887173
I BJ05
11/14/0161
112
IT7887174
I CJ05
11/14/0161
113
IT7887175
I CJ07
11/14/0161
114
IT7887176
I EJ05
11/14/0 1§j
115
IT7887177
I EJ07
11/14/0161
116
IT7887178
I EJ07A
11/14/01 C
117
IT7887179
I V01
11/14/0161
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
I
provided by Tibbetts Lumber Company -Palm Bay.
Truss Design Engineer's Name: Velez,: I Joaquin
I .
My license renewal date for the state of Flonda is February 28, 2017.
IMPORTANT NOTE: Truss Engineer's �esponsibility is solely for
design of individual trusses based upon' design parameters shown
on referenced truss drawings. Parameters have not been verified
as appropriate for any use. Any location identification specified is
for file reference only and has not been used in preparing design.
Suitability of truss designs for any part ' icular building is the
responsibility of the building designer,; not the Truss Engineer,
per ANSI/TPI-1, Chapter 2.
ILL"
C,01N Vp,"`-1,,
68182
-:0 STA-rE OF
.00'.
A,
4 0 R %'D N
N ACC --
Joaquin Velez PIE No.68182
Mrrek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
Velez, Joaquin 1 of 1
! -1
Job ru s "us. I Ype Qty Plyy T7887163
502385 A01G Hip Girder 2 1
Tibbetts Lui�ber —Co. Palm Bay , FL 7.640 s Sep 29 201 Thu Jan 14 08:11:52 2016 Page 1
ID:4B6hDs?xgscHFwuhl3KGOlzvq8t-yTNW7sOqGgt45XfSndmYXLfPipxLfGIAW?zl3CZVWgt
1:54.9
7
co
7
4x8 = WS M I 2UH0 —, — 11 ---
4x10 =
LOADING (psf)
SPACING-
2-0-0
CS 1 1.
DEFL.
In (loc)
I/def]
Lid
PLATES
GRIP
TOLL 20.0
Plate Grip DOL
1.25
TC 0.92
Vert(LL)
-0.36 10-11
>999
360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.60
Vert(TL)
-0.84 10-11
>438
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
NO
WB 0.61
Horz(TL)
0.22 7
n/a
n1a
BCDL 10.0
Code FBC2014fTPI2007
(�atdx-M)
Wind(LL)
0.51 10-11
>720
240
Weight: 138 lb
FT = 20%
LUMBER -
TOP CHORD 2X4 SP DSS
BOT CHORD 2X4 SP DSS
WEBS 2x4 SP No.2
REACTIONS. (lb/sIze) 2=2220/0-B-0, 7=2221/0-8-0
Max Horz2=116(LC 24)
Max Uplift2=-1160(LC 8), 7=-1 160(LC 8)
BRACING-
TOPCHORD Structural wood sheathing directly applied.
BOTCHORD Rigid ceiling directly applied or 4-0-2 oc bracing.
WEBS 1 Row at midpt 5-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide._
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4795/2450, 3-20=-6995/3146, 20-21 =-5995/3146, 4-21 =-5995/3146,
4-22=-5995/3146, 22-23=-5995/3146, 23-24=-5995/3146, 24-25=-5995/3146,
25-26=-599513146, 26-27=-5995/3146, 5-27=-5995/3146, 5-28=-4421/2339,
28-29=-4421/2339, 6-29=-4421/2339, 6-7=-479,7/2449
BOTCHORD 2-13=-211914350,13-30=-2125/4377,12-30=-9125/4377,12-31=-212514377,
11-31=-2125/4377,11-32=-2956/5996 32-33= 2956/5996, 33-34=-2956/5996,
34-35=-2956/5996 10-35=-2956/5996: 10-36=L2956/5996, 36-37=-295615996,
I I 'tttijill I I I fill,
9-37=-2956/5996, 7-9=-2118/4353 1j,.,
WEBS 3-13=-1 10/587, 3-11-937/1904, 4-1 1=-615/571, 5-10=0/434, 5-9�1865/923, .0 �,911 IN
6-9=-548/1423
%
NOTES-
1) Unbalanced root live loads have been considered for this design.
I 1� - No 68182
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); cantileverleft and right exposed; LumberDOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding. i
4) All plates are MT20 plates unless otherwise indicated.
:41j
5) This truss has been designed for a 10.0 psf bottom chord �ive load nonconcurrent with any other live loads. .14 �EO F
6) * This truss has been designed for a live load of 20.Opsf oh the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 w de will
fit between the bottom chord and any other members.
N %
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 2=1 180, -0 R I
7=1 180. ONM- j%%
8) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.
Joaquin Velez PE No.68182
Mffek USA, InG. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
I
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 101031201SUEFOREUSE.
Design valid for use only with MiTek(D connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not
--
sot
a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
bulldingdesign. Bracing Indicated Is to prevent buckling of Individual hurss web and/or chord members only. Additional temporary and permanent bracing
WOW
is always required for stability and to prevent collapse with p6ssIble personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of frusses'and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information avallable from Truss Plate Institute, 218 N. I!ee Street, Suite 312. Alexandria, VA 22314,
Tampa, FIL 33610
Job
Truss
Truss I ype
Q ty
P"
T7887163
502385
AM
I
Hip Girder
2
' �
Job Reference (optional)
b n
Tibbetts Lumber Uo, Farm bay, �-L
i. . P v I .
ID:4B6hDs?xgscHFwuhl3KGO1 zvq8t-yTNW7sOq6gt45XfSnJmYXLfPipxLfG[AW?z1 3CzvWgb
NOTES-
9) Hanger(s) or other connection device(s) shall be provided sufficient to s6ppolrt concentrated load(s) 123 lb down and 159 Ilb up at 7-0-0, 124 lb down and 153 lb up at 9-0-12,
1241bdownand1531bupat 11-0-12,124 lb down and 153 lb upat 13,"0-1;2,124 lb down and 153 lb upat 15-0-12,124 lb down and 153 lb up at 15-7-4,124 lb down and 153
lbupat 17-7-4,124 lb down and 153 lb up at 19-7-4,andl24]bdo%fvnandl531bupat 21-7-4, and 124 lbdownand 1601bupat 23-8-0 on top chord, and 424 lb down and
2321bupat 7-0-0,661bdownat 9-0-12,66[bdownat 11-0-12,661bdo Tait 13-0-12, 66 lb down at 15-0-12, 66 lb down at 15-7-4,66[bdownat 17-7-4,661bdownat
19-7-4, and66 lb down at 21-7-4,and4251bdownand2321bupat 23-7_ On bottom chord. The design/selection of such connection device(s) is the responsibility of others.
r) I
10) In the LOAD CASE(S) section, loads applied to the face of the truss &e n, ted as front (F) or back (13).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate Increaso=1.251
Uniform Loads (pit)
Vert: 1-3=-54, 3-6=-54, 6-8=-54,14-17=-20
Concentrated Loads (lb) I
Vert: 3=-87(F) 6=-88(F) 13�424fl 9=-425(F) 20=-88(F) 21=-88 )22=-88(F)24=-88(F)25=-88(F)27=-88(F)28=-88(F)29=-88(F)30=-42(F)31=-42(F)32=-42(F)
33=-42(F) 34=-42(F) 35=-42(F) 36=-42(F) 37=-42(F) T
WARNING- Verify design parameters and READ NOTES ON THIS A�D INCLUDED MtTEK REFERANCE PAGE 11111-7473 re".1010312015 BEFORE USE.
Design valid for use onlywith M1Tek8 conneciors. This design Is based only upon parameters shown, and Is for an Individual bufldlng component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing
MiTeW
Is always required for stability and to prevent collapse with possIbIle, personal Injury and property damage. For general guidance regarding the
fabrication. storage, delivery. erection and bracing of trusses anciltruss systems, seeANSI/Tpll Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee S treet. Suite 312. Mexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
T7887164
502385
A02
Hip
2
1
� Job Reference (optional)
. 1 3 1 — J 14 08:11:53 2016 Pa a I
Tibbetts Lumber Co, Palm Bay, FL 7.6,40 S Sep 29 2015 M. a, n usir as, ne. u an
ID:4B6hDs?xgscHFwuhl3KGOIzvq8t-QfwuKBOSlS?)dhEeKOHn3ZCfGDEiOkyJkfibcezvWga
25-10-2 3��-40 V1.011-9
4 1 —)
-14 9 -0 16-4-0 4-2-2 _0.
F11 �ONO 442114 �:22-2 6-4-0
Scale = 1:54.9
46 = 3X8
4xS
5.00 F1 _2 4 21 22 5 23 24
6
2 2X4
X4
2X4 ':r-
3
7
20
25
>
2
8
12
13
10
3X8 3X4 2X4
3X8 4X4
4X4
9-0-0 5_40
21-8-0
30-"
9-0-0 116,_o
6-4-0
9-0-0
Plate Offsets (XY)--
[2:0-2-14, Edge], [8:0-2-14,Edgel I
LOADING (pst)
SPACING- 2-0-0
CS I .
DEFL.
In
(loc) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
T� 0.55
Vert(LL)
-0.17
11 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.79
Vert(TL)
-0.38
11-13 >969 240
BCLL 0.0
Rep Stress Incr YES
WB 0.52
Horz(TL)
0.13
8 n/a n1a
BCDL 10.0
Code FBC2014/TPI2007
(�atrlx-M)
WInd(LL)
0.22
11 >999 240
Weight: 147 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD
Structural wood sheathing directly applied or 3-8-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOTCHORD
Rigid ceiling directly applied or 5-1 -0 oc bracing.
WEBS 2x4 SP No.2
MlTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1192/0-8-0,8=1192/0-8-0
Max Horz 2=144(LC 11)
Max Uplift2=-587(LC 12), 8=-587(LC 12)
FORCES. (1b) - Max. Comp./Max. Ten. - All forces 250 (lb) or les, except when shown.
TOPCHORD 2-20=-2298/1514,3-20=-2248/1525 3-4=-2041/1291,4-21=-1863/1264,
21-22=-1 863/1264, 5-22=-1 863/1264 ' 5-23=-1 86 3/12641 23-24=-1863/1264,
'
6-24�186311264, 6-7=-2041/1291 , 7 25=-2248/11525, 8-25=-2298/1514
BOTCHORD 2-13=-1303/2075.12-13=-1244/2267,11-12=-1244/2267, 10-11=-1244/2267,
8-10=-1315/2075
WEBS 3-13=-287/359, 4-13=-1 97/496, 5-13�576/355,i 5-1 0=-576/355, 6-1 0=-1 97/496,
7-1 0=-289/359
NOTES- ,tj t I IIIr
1) Unbalanced roof live loads have been considered for this design. %0 * (DLU I N
2) Wind: ASCE 7-10; Vu1t=1 60mph (3-second gust) Vasc1=1 24fnph; TCDL=4.2psf; BCDL=6.Opsf; h=1 5ft; B=45ft; L=31 ft; eave=4ft; Cat. 11;
N**
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-11 to2-0-2, Interior(l) 2-0-2to9-0-0, Exterior(2) 9-0-Oto 26-0-6
Interior(l) 26-0-6 to 31-8-11 zone; cantilever left and right ex osed;C-C for members and forces& MWFRS for reactions shown;
p
Lumber DOL=1.60 plate grip DOL=1.60 N 0 68182
3) Provide adequate drainage to prevent water poncling.
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. I =
6) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ct=lb) 2=587, 1JJ
E 0 F
8=587.
7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss.
ONA"
Joaquin Velez PE No.68182
MITek USA, Inc. FL Gert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
,& WARNING- Verify design parameters and READ NOTES ON THISI AND INCLUDED MITEKREFERANCE PAGE M11-74173 rev. 10103)2015 BEFORE USE.
Design valid for use only with MITek@) connectors. This design Is'based only upon parameters shown, and Is for an Individual building component, no,
a truss system. Before use, the building designer must verify th6 applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required for Mobility and to prevent collapse willh possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, dellvery� erection and bracing of trusses , bnd truss systems, seeANSItTPI I Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. �ee Street, Suite 312, Alexandria. VA 22314,
Tampa, FL 33610
Job
I russ
truss type
T7887165
502385
A03
Hip
2
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay. FL
6-9-14
7.640 a Sep 29 2015 ivi
ID:4B6hDs?xgseHFwuhl3KGOIzvq8t-vr�����T��'7,o"K"r'pq''u'k"o'O"c"m'k'r'3'd'a, E"7'F?`T'zJS8'X4`zv'W9Z
4-4-0 1 5-2-2 5-9-14
Scale = 1:54.9
4x5 = 3X4 4X5
4 23 5 24 6
5.00 F1 2 —
3X4 22 25 3X4
3 7
21 26
8
2 9
6
14 13 1 12 10
4X4 2X4 11 3X8 3X8 2X4 4X4
19-8-0 21:10-2 30-8-0
11-0-0 i 5_2_2 i
I �1 1-114 1 5-2-2 1 8-8-0 5-9-14
LOADING (psf) SPACING- 2-0-0 CS1 DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLIL 20.0 Plate Grip DOL 1.25 TCJ 0.48 Vert(LL) -0.1611-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.48 11-13 >772 240
BCLL 0.0 Rep Stress Incr YES W 0.27 Horz(TL) 0.12 8 n/a n1a.
BCDL 10.0 Code FBC2014rrPI20ID7 (natrix-M) WInd(LL) 0.17 13 >999 240 Weight: 151 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-8-6 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 5-4-8 oc bracing.
WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 2=1192/0-8-0,8=1192/0-8-0
MaxHorz2=173(LC11)
Max Uplift2=-587(LC 12), 8=-587(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21 =-2310/1380, 3-21 =-2253/1395, 3-22=-1 885/..�11 72, 4-22�1 828/1187,
4-23=-1 700/1172, 5-23=-1 700/1172, 5-24=- 1 700/t 171, 6-24=-1 700/1171,
6-25=-1828/1187, 7-25=-1885/1172, 7-26=-2253/11395, 8-26=-2310/1380
BOTCHORD 2-14=-1 175/2079, 13-14=-1 175/2079, 12-13=-950/1811, 11-12=-950/181 1,
10-11 =-1 188/2079, S-1 0=-1 188/2079 1
WEBS 3-13=-471/373, 4-13=-�00/462, 5-13=-278/213, 5-11 =-278/213, 6-11 =-200/462,
7-11 =-473/373
NOTES-
1) Unbalanced roof live loads have been considered for this design. JIV111111111111,
2) Wind: ASCE 7-10; VUIt=1 60Mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=6.0psf; h=1 5111; B=45ft; L=31 ft; eave=4ft; Cat. 11; %,0 QU I N ��j �r
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ext6rior(2) -1-0-11 to2-0-2, Interior(l) 2-0-2 to 11-0-0, Exterlor(2) 11-0-0 to ........ 'is, #-
24-0-1, Interior(l) 24-0-1 to 31-8-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions E Ni'-. `0
shown; Lumber DOL=1.60 plate grip DOL=1.60 0.10
3) Provide adequate drainage to prevent water ponding. .0
No 68182
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
-6-0 tall by 2-0-0 wide will
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3
fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to beadh plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=587,
.9
4U
8=587. E OF
7) "Semi -rigid pitchbreaks including heels" Member end fixity.model was used in the analysis and design of this truss.
OR I.... -N
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
69M Oarke East Blvd. Tampa Fl. 33610
Date:
January 14,2016
,&WARNING - VerW design parameters and RE4D NOTES ON THIS I AND INCLUDED MTTEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE.
Design valid for use orgy with MlTek6 connectors. This design is 6ased only upon parameters shown, and IS for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek*
prevent
Is always required for stability and to prevent collapse with posisible, personal Injury and properly damage. For general guidance regarding the
fabrication, storage. delivery. erection and bracing of trusses cind truss systems. seeANSI/TPI I Quality Ctiterla, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. 1_4e Street, Suite 312. Mexandfla, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
viy
T7887166
502385
A04
Hip
2
Job Reference (optional)
- -1 - 1- - I A 1 1 -CA Orl A P I
Tibbetts Lumber Co, Palm Bay, FL 14 a 6P �3s'
ID:4B6hDs?xgscHFwuhl3KGOlzvq8t-vrUWii�4��Wi,'����qWo&�"�.d.'6i66� EW,6W9Z
6-9-14 L3w2-0 17-8-0 23-10-2 30-8-0
Fj'—_ool 6-9-14 6_,_, 4-8-0 -2-2 6-9-14
-0-0 i 6
----
45
422
23
24
526
5.0 0 F1 _2
3X4 21
26
20
2
o
13
12
11
10
2X4 11
3X4
3X4
3x8
4X4
13-0-0
1
17-80 23-10-2
6-V 11 6-2-2
-4-8-0-
6-2-2
Plate Offsets (XY)--
[4:0-5-4,0-2-01
LOADING (psf)
SPACING- 2-0-0
CS1 I
DEFL. In (loc)
Well
Lid
TCLL 20.0
Plate Grip DOL 1.25
T
0.57
Vert(LL) -0.13 11-13
>999
360
TCDL 7.0
Lumber DOL 1.25
B ,
0.58
Vert(TL) -0.3411-13
>999
240
BCLL 0.0
Rep Stress lncr YES
WB
0.52
Horz(TL) 0.12 7
n1a
rita
BCDL 10.0
Code FBC2014ITP12007
(Matrix-M)
Wind(LL) 0.1711-13
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOPCHORD
BOTCHORD 2x4 SP No.2 BOTCHORD
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 2=1192/0-8-0,7=1192/0-8-0
Max Harz 2=-201 (LC 10)
Max Uplift2=-587(LC 12), 7=-587(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-20=-2278/1313,3-20=-2214/1331 3-21=-170511076,4-21=-1635/1094,
4-22=-1 518/1093, 22-23=-1 518/109�, 23-24=-1 �11 8/1093, 24-25=-1 518/1093,
5-25=-1 518/1093, 5-26=1 635/1094, 6-26=-1 705/1076, 6-27�2214/1331,
7-27=-2278/1313 1
BOTCHORD 2-13=-1 105/2044,12-13=-1 105/2044,11-12=-1 105/2044, 10-1 1=-719/1517,
9-1 0=-1 118/2044, 7-9=-1 118/2044 i
WEBS 3-13=01251, 3-11 =-629/428, 4-11 =-1 19/387, 5-1 0=-1 40/387, 6-1 0=-630/427, 6-9=0/251
1
3X4
6
2X4 11
27
Srale = 1:54.9
7
8
6
4X4 =
PLATES GRIP
MT20 244/190
Weight: 151 lb FT = 20%
Structural wood sheathing directly applied or 3-8-5 oc puffins
Rigid ceiling directly applied or 5-6-10 oc bracing.
�MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
NOTES- i 00% Ill
1) Unbalanced roof live loads have been considered for this design. �pLQ I N
2) Wind: ASCE 7-10; VUlt=l 60rnph (3-second gust) Vasd=1 24nph; TCDL=4.2psf; BCDL=6.Opsf; h=1 5ft; B=45ft; L=31 ft; eave=4ft; Cat. 11; ,,s 01
Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exte'rior(2) -1-0-11 to 2-0-2, Interior(l) 2-0-2 to 13-0-0, Exterior(2) 13-0-0 to E Nd--.;e, .01
22-0-1, Interior(l) 22-0-1 to 31-8-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=11.60
No 68182
3) Provide adequate drainage to prevent water ponding. 1. .
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 (byothers) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ct=lb) 2=587,
E OF
7=587. 40 Z.
7) "Serni-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. -:1
0 1 N %
. R
'fill
0 N A
11111111110t
Joaquin Velez PE No.68182
Mrrek USA, Inc. FL Gert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
,& WARNING - Verify design parameters and READ NOTES ON THISI AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE.
Design valid for use onlywlth MITek& connectors. ThIsdesign fslbased only upon parameters showrL and Is for an Individual building component, net
a truss system. Before use. the building designer must verify th� applicability of design parameters and properly Incotporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse wIth possible personal Injury and property damage. For general guidance regarding the
MiTek*
fabrication, storage, delivery. erection and bracing of trusses bnd truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Iruss Plate Institute. 218 N. Cee Street, Suite 312. Mexandria. VA 22314.
6904 Parke East Blvd.
Tampa, FIL 33610
Job
Truss
I russ I ype
ty
ply
T7887167
502385
A05
Hip
IQ
2
ob R.Lr.c. (o2ti.n.l�
Tibbetts Lumber Co, Palm Bay, FL 1..q. . S.p .. — 5 11 ek In.— ... .. ..... IN Jar. 14 08: 1 1:5, a I age
ID:4B6hDs?xgscHFwuhl3KGO1 zvq8t-N22fltQiZ4Fey?Nl SRJF9-Hzrl yUsZQcCzBhgxzvWgY
7-9-14 15-0-0 22-10-2 30-8-0
-00-00 1 7-9-14 7-2-2 7-2-2 7-9-14 ?,its 01
Scale = 1:54.9
4X6 = 4X6
4 5
5.00 5_2
1 1
21
22
3X4
M
3
6
7
20
2
23
eOf
7
1
2
2, ��
8
6
13
12
11 10
9
2X4 1
3x4
3X4 =
2x4 11
4X4
4X4
3X4
9-14
15-0-0
22-110-2
30-8-0
1-9-14
-4
7-2-2
"_O�
7_Y2
7-9-14
LOADING (psf)
SPACING-
2-0-0
csi.
DEFL.
in (loc)
Vdefl
Ud
PLATES
GRIP
TCLL
20.0
Plate Grip DOL
1.25
TCJ 0.67
Vert(LL)
-0.13 9-10
>999
360
MT20
244/190
TCDL
7.0
Lumber DOL
1.25
BC1 0.64
Vert(TL)
-0.36 9-10
>999
240
BCLL
0.0
Rep Stress Incr
YES
W BI 0.84
Horz(TL)
0.12 7
n/a
n/a
BCDL
10.0
Code FBC2014rrPI2007
(Matrix-M)
Wind(LL)
0.17 9-10
>999
240
Weight: 148 lb
FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 2=119210-8-0,7=1192/0-8-0
Max Horz 2=230(LC 11)
Max Uplift2�587(l-C 12), 7=-587(LC 12)
BRACING-
TOPCHORD Structural wood sheathing directly applied or 3-6-15 oc puffins.
BOTCHORD Rigid ceiling directly applied or 5-10-14 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less, except when shown.
TOP CHORD 2-20=-2217/1184, 3-20=-2145/1205, 3-21 =-1 536i932, 4-21 =-1 454/946, 4-5=-1 350/944,
5-22=-1454/946, 6-22=-1536/932, 6-23=-2145/1�05, 7-23=-2217/1184
BOTCHORD 2-13=-976/1980,12-13=-976/1980,11-12=-976/ii980, 10-11=-535/1350, 9-10=-98911980,
7-9=-989/1980
WEBS 3-13=0/289, 3-11 =-754/500, 4-11 =-245/429, 5-1!0=-245/429, 6-1 0=-756/499, 6-9=0/289
NOTES- I
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VUlt=160Mph (3-second gust) 'Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=31ft; eave--4ft; Cat. 11;
'dor(2)
Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exte -1 -0-11 to 2-0-2, Interior(l) 2-0-2 to 15-0-0, Exterior(2) 15-0-0 to
.1%J1111111111111 14F.#
15-8-0, Intedor(l) 20-0-1 to 31-8-11 zone; cantilever left andtright exposed ;C-C for members and forces & MWFRS for reactions %%% pU IN
shown; Lumber DOL"1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding. 'S... C, E
4) This truss has been designed for a 10.0 psf bottom chord li�e 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
No 68182
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 joirl except at=lb) 2=587,
7=587.
7) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.
E OF
110NA
1111111
Joaquin Velez PE No.68182
MITek USA, Inc. R. Cert 6634
69134 Parke East Blvd. Timpa FL 33610
Date:
January 14,2016
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M117473 rev. 10/03,2015 BEFORE USE.
Design valid for use only Win MITek8 connectors. This design Is , based only upon parameters shown, and Is for an Individual building component not
a truss system. Before use. the building designer Must verify fhb applicability of design parameters and properly Incorporate this design Into the overall
design. Bracing Indicated Is to buckling dIvIdu I truss web and/or chord members only. Additional temporary and permanent bracing
MiTek7
building prevent o
Is always required for stability and to prevent collapse with ssible rsonal Injury and properly damage. For general guidance regarding the
frusse�
fabrication, storage, delivery, erection and bracing of and f� systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Iruss Plate Institute. 218 N. kee Street, Suite 312. Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss Type
Qty
Ply
T7887168
I
502385
A06
Common
5
Job Reference (optional)
- I .. 1- 1. -.11 ... On, A P. . i
I lbbellS LUMDOr U0. raim oay, rL
ID:4B6hDs?xgseHFwuhl3KGOIzvq8t-rEelyDRLKNNVZByDO9rUhBq82QHNbOTmRdxFCZZVWgX
7-11-14 15-4-0 22-8-2 30-8-0
F1, �", 1 7-11-14 7-4-2 7-4-2 7-11-14
5.00F1-2
4
2
44 =
U5 =
3X4 ��
2X4 11 3X4 = 1 3X8 =
3X4 zz�
2X4 11
LOADING (pst)
SPACING-
2-0-0
Csl�
DEFL.
in
(loc)
I/defl
Lid
TCILL 20.0
Plate Grip DOL
1.25
TC 0.64
Vert(LL)
-0.13
8-9
>999
360
TCDL 7.0
Lumber DOL
1.25
BCJ1 0.66
Verl(TL)
-0.35
9-11
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.85
Horz(TL)
0.11
6
n/a
n/a
BCDL 10.0
Code FBC2014fl-PI2007
(M I a'trix-M)
Wind(LL)
0.17
8-9
>999
240
LUMBER-
BRACING-
Scale = 1:54.0
6
7
4X4 =
PLATES GRIP
MT20 244/190
Weight: 140 lb FT = 20%
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-6-9 oc pudins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-8 oc bracing.
WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 2=1192/0-8-0,6=1192/0-8-0
Max Horz 2=234(LC 11)
Max Uplift2=-587(LC 12), 6=-587(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lesslexcept when shown.
TOPCHORD 2-18=-2203/1114,3-18=-2129/1135,3-19=-1518/881,4-19=-1430/892,4-20=-1430/892,
5-20=-1518/881, 5-21=-2129/1136,6-21=-2203/11114
BOTCHORD 2-11=-894/1965,10-11=-894/1965,9-10=-894/1965,8-9=-919/1965,6-8=-919/1965
WEBS 4-9=-298f741, 5-9=-759/475, 5-8=01290, 3-9=-757/475, 3-11 =0/290
NOTES- I
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust') Vasd=124m'ph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=31ft; eave--4ft; Cat. I
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C ExtePor(2) -1-0-11 to 2-0-2, Interior(l) 2-0-2 to 15-4-0, Exterior(2) 15-4-0 to
18-4-13 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 I I
3) This truss has been designed for a 10.0 lost 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 at=lb) 2=587
6=587. ; I
6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss.
00
QUIN
0 . ........
14-
4�1 40
No 68182
'441
E 0 F
.0
%
litillitittt* %%
Joaquin Velez PE No.68182
MITek USA, Ino. FL Cert 6634
6904 hrke East Blvd. Tampa FL 33610
Date:
January 14,2016
,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKREFERANCE PAGEMII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MlTek@) connectors. This design Is based only upon parameters shown, and Is for an Individual building component not
a truss system. Before use, the building designer Must Verify lhd applicobility of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Inalviclual truss web and/or chord members only, Additional temporary and permanent bracing
WeW
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
labficarflon, storage. delivery, erection and bracing of trusses 9nd truss systems. seeANSI/TPI I Quality CrIlerla, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314.
Tampa, FIL 33610
Job
Truss
Truss Type
Q ty
ply
T7887169
502385
BOiG
Hip Girder
1
Job Reference (optional)
Fibbetts Lumber Go, Palm bay , i-L . . �F
I D:4B6hDs?xgscH Fwuhl3KGO 1 zvq8t-rEcl �6�E�W�ViE�EO'gr'UhBqg[QJsbCQmRdxFCzzvWOX
5-0-0 9-M 14-8-0 i 154-0--_1
5-0-0 4-8-0 5-0-0 1
5.00 F12
3A =
4xB
4A
3 1 15 16 17 18 4
2A 11
19 20
3X4 =
4X4 =
Scale = 1:28.2
7
Plate Offsets (X.Y)--
[3:0-5-4.0-2-01
1
LOADING (pst)
SPACING-
2-0-0
CS11.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TCJ 0.63
Vert(LL) -0.06
7-8 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
Bq 0.57
Vert(TL) -0.15
7-8 >999 240
BCLL 0.0
Rep Stress Incr
NO
WB 0.09
Horz(TL) 0.04
5 n/a nfa
BCDL 10.0
Code FBC2014/TPI2007
(M I 'atflx-M)
Wind(LL) 0.08
7-8 >999 240
Weight: 61 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 3-8-8 OG purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-9-6 oc bracing.
WEBS 2x4 SID No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/sIze) 2=964/0-8-0, 5=964/0-8-0
Max Horz2=-80(LC 23)
Max Uplift2=-541 (LC 8), 5=-541 (LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or li
TOPCHORD 2-3=-1819/934,3-15=-1658/905,15-16=-1658i
4-18=-1658/905, 4-5=-1820/933
BOT CHORD 2-8=-753/1633, 8-19=-757/1657,19-20=-757/1
WEBS 3-8=-59/385, 4-7�64/386
except when shown.
;, 16-17�1658/905,17-18=-11658/905,
7-20=-757/1657, 5-7=-753/1634
NOTES- i
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=1 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=1 5ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left" and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
ItIlI111111111111111
3) Provide adequate drainage to prevent water pending
4) This truss has been designed for a 10.0 psf bottom Lord live I load nonconcurrent with any other live loads.
013 IN VJ�7,
5) * This truss has been designed for a live load of 20.Opsf on tt�e bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
%% E IV
8�; ..
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) 2=541,
V
No 68182
5=541.
7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 101 lb down and 116 lb up at 5-0-c;.:
lb down 11 lb 7-7-4, 101 lb down and 116 (b up at 9-8-0 on top chord, -10 cc
101 lb down and I I I lb up at 7-0-12, and 101 and,1 up at and
35 lb down 7-7-4, 247 lb down and 149 lb up at 9-7-4 on
Z
4U
and 247 lb down and 149 lb up at 5-0-0, 35 lb down at 7-OL12, and at and
is
oo
E OF
bottom chord. The design/selection of such connection de�lce(s) 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).
�1-
%
%
LOAD CASE(S) Standard
1�
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plat 1 6 Increase=1.25
Uniform Loads (pit)
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20
Joaquin Volez PE No.68182
Concentrated Loads (lb)
Mrrek USA, Inc. FIL Gert 6634
Vert: 3=-46(F) 4=-46(F) 8=-247(F) 7=-247(F) 16--L46(F) 17=-46(F) 19=-25(F) 20=-25(F)
6904 Parke East Blvd. Tampa FL 33610
Date:
Januaty 14,2016
,& WARNING - Verifydosign parameters arld READ NOTES ON THIS 'AND INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with M]TekO connectors. This design Is b6sed only upon parameters shown, and Is for an Individual building component no
Nil'
a truss system. Before use. the Wilding designer must verify the 6pialicability, of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Additional lemporary and permanent bracing
MiTek*
prevent of
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Croatia, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Le§ Street, Suite 312. Alexandria VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Q ty
ply
T7887170
502385
1
B02
1
Hip
1
1
[Job
Reference (optional)
I IbbettS LUmt)er uo, vairn Vay , t-L . Z; P -' -- ' - -
i I D:4B6hDs?xgscH Fwuhl3KGO1 zvq8t-JQAPAZRz5h�W6 j��is;�jE�M'Nl�qlhvkg HvfHgolPzvWE W
V 14-8-0 1 1,5-1-0--1
7-0-0 71-8:6 7-0-0 o_o
5.00 5-2
3X4 =
4X6 = 4X6 =
8 7
2X4 11
2X4 11
3X4 =
SGale = 1:28.2
6 '17
— 0
LOADING (psf)
SPACING-
2-0-0
CS11
DEFL. in
(]cc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TCJ 0.51
Vert(LL) -0.04
7-14 >999 360
MT20 244/190
TC:DL 7.0
Lumber DOL
1.25
BC 0.39
Vert(TL) -0.11
7-14 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB 0.05
Horz(TL) 0.02
5 n1a n/a
BCDL 10.0
Code FBC2014ITP12007
(Wtrix-M)
Wind(LL) 0.05
7-14 >999 240
Weight: 57 lb FT = 20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 5-8-10 cc puffins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=600/0-8-0, 5=600/0-8-0
Max Horz 2=-1 07(LC 10)
Max Uplift2=-321 (LC 12), 5=-321 (LC , 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lessexcept when shown.
TOPCHORD 2-15=-743/444,15-16�699/448,3-16=-6721462,3-4=-624/490,4-17=-672/462,
17-18=-699/448, 5-18=-7431444
BOTCHORD 2-8=-2551620,7-8=-258/624,5-7=-264/620
NOTES-
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave--4ft; Cat. 11;
Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-11 to 1-11-5, Interlor(l) 1-11-5 to 7-0-0, Extedor(2) 7-0-0 to
7-8-0, Interior(l) 11-10-15 to 15-8-11 zone; cantilever left and 'night exposed ;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live�load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on thie bottom chord in 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 flt=lb) 2=321,
5=321.
7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
%%% IN
oli�
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No 68182
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Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33616
Date:
January 14,2016
WARNING - Verity design parameters andREAD NOTES ON THIS A NO INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03)2015 BEFORE USE.
Design valid for use only with MITek6 connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not
a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stab4llty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lee I 'Street, Suite 312, Alexandria. VA 22314. Tampa. FL 33610
Job
Truss
Truss Type
Uty
Ply
T7887171
502385
BJOI
Jack -Open
12
1
�
Job Reference (optional)
— — —1— 1— Thu Jan 14 08:11:57 2016 Pane 1
Tibbetts Lumber Co, Palm Say, I'L
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.1-0-0 1-0-0
1-0-0 1-0-0
Scale = 1:6.6
6.00 F1_2
2X4 =
1-0-0
1_0_0
LOADING (psf) SPACING- 2-0-0 Csl�l DEFL, in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Verl(LL) -0.00 5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES W 0.00 Horz(TL) 0.00 2 n/a n/a
10.0 Code FBC2014/TPI20O7 trix-M) Wind(LL) -0.00 5 >999 240 Weight: 5 lb FT = 20%
BCDL (M
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 1 -0-0 oc purfins.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing I
be Installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 3=9/Mechanical,2�118/0-8-0,4=3/MechanicaI
Max Horz2=58(LC 12)
Max Uplift3=-6(LC 9), 2=-122(LC 12)
Max Grav,3=1 1 (LC 17). 2=1 1 8(LC 1), 4=1 2(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=l 60mph (3-second gust) Vasd=1 24mp TCDL=4.2psf; BCDL=6.Opsf; h=1 5ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=O.l 8; MWFRS (directional) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip 60L=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the' bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearin plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb) I N
2=1 22. 91
6) 'Semi-dgid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
No 68182
E OF
4Q
Ilk
pit
Joaquin Velez PE No.68182
Mrrek USA, Ina. FL Gert 6634
690,4 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
WARNING - Verify design parameters andREAD NOTES ON THISI�NO INCLUDED MITEKREFERANCE PAGEMII-7473 rev. 10103,2015 BEFORE USE.
Design valid for use onlyvAfh M]TekS connectors. ThIsclesign Isbased onlyupon parameters shown. and Isfor an Individual bundIng component. net
a truss system. Before use, the building designer must verity the bpplicabfllfy of design parameters and properly Incorporate this design Into the overall
buildIng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always requIred for stability and to prevent collapse with possNe personal Injury and property damage. For general guidance regardIng the
fabrication, storage, delivery, erection and bracing of trusses afid truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Le,6 Street, Suite 312, Mexandria, VA 22314. Tampa, FL 33610
Job
truss type
aty
Ply
T77
502385
iIJ-0.3S
Jack -Open
1
�72
� Job Reference (option2R....,.,
7640
S 292015—rekh 1A CIAA 1 *98 2016 Pace 1
Tibbetts Lumber Go. Palm bay , FL r - .... _1 - -
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-,-0-0 3-0-0
3-0-0
Scale = 1:10.9
5.00 rl _2
2X4 =
LOADING (Psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2014ITP]2007
CS1.
T ' 0.12
BC 0.08
W13 0.00
(Matrix-M)
DEFL. in (loc) I/defl Ud
Vert(LL) -0.00 7 >999 360
Vert(TL) -0.01 4-7 >999 240
Horz(TL) 0.00 2 n/a n/a
Wind(LL) 0.00 4-7 >999 240
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 20%
LUMBER- BRACING-
TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly
applied or 3-0-0 oc purlins.
BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied
or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be Installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=58/Mechanical,2=167/0-8-0,4=29/Me)hanicaI
Max Horz 2=1 02(LC 12)
Max Uplift3=-53(LC 12), 2=-1 28(LC 12)
Max Grav3=60(LC 17), 2=1 87(LC 1), 4=45(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or le except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.opsf; h=15ft; 13=45ft; L=24ft; eave--4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-11 to 1-11-5, Interior(l) 1-11-5 to 2-11-4 zone; cantilever left
and right exposed ;C-C for members and forces & MWFRS fo , r reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chord livd load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearin 1 9 plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb)
IN
2=128.
6) "Serni-rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss.
......
E N
NO 68182
E OF 41J
N
Joaquin Velez PE No.68182
MlTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
January 14,2016
WARNING - Verify design parameters andREAD NOTES ON THI S AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10103)2015 BEFORE USE.
Design valid for use only with MITek8 connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not
a truss system. Before use. the building designer must verity ]he applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek*
Is always required for stab4lity and to prevent collapse with p6ssIble personal Injury and property damage. For general guidance regarding the
fabrication. siorage. delivery, erection and bracing of IuMSrond truss systems. seoANS1/TPI 1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke 2ast Blvd.
N.
Safety Information available from Truss Plate Instillute, 218 (ee Street, Suite 312. Adexandfla, VA 22314.
Tampa, FL 33610
Truss
truss type
Qty
Ply
T7887173
IJob
502385
BJ05
I
Jack -Open
8
Job Reference (optional)
; -1 — —, 1— 1. — a Pa e 1
Tibbetts Lumber Go. Palm bay, F L I S sp I E5W37G3uxQMHszvW9V
I I D:4B6hDs?xgscHFwuhl3KGOI zvq8t-nZWv'��sTj61;��c rr�vi i
1-0-0 1 5-0-0
LOADING (psf)
SPACING-
2-0-0
CS1.
I
DEFL.
in
(loc)
I/def]
Lid
TCLL
20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
-0.01
4-7
>999
360
TCDL
7.0
Lumber DOL
1.25
0.17
Vert(TL)
-0.04
4-7
>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 FBC2014fTP12007
(Matdx-M)
Wind(LL)
0.03
4-7
>999
240
LUIVIBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=100/Mechanical,2=277/0-8-0,4=45/MechanicaI
Max Horz2=146(LC 12)
Max Uplift3=-95(LC 12), 2=-1 59(LC 12) 1
Max Grav3=103(LC 17),2=277(LC 1), 4=75(LC 3
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or le i ss except when shown.
Scale = 1:15.1
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 20%
BRACING-
TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
NOTES- ; I
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.opsf; h=1 5ft; B=45ft; L=24ft; eave—_41t; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte'rior(2) -1-0-11 to 1-11-5, Interior(l) 1-11-5 to 4-11-4 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 10.0 pst bottom chord lh�e load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on:the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. i
4) Refer to girder(s) for truss to truss connections. i
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3 except Ot=lb)
2=1 59. i
6) "Semi -rigid pitchbreaks including heels" Member end flxit� model was used In the analysis and design of this truss.
'k%Vj j I I I I I I Ill if., .
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'S E N
No 68182
Z
F E OF 441
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N A
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Joaquin Win PE N0.68182
Mffek USA, Inc. FL Cert 6634
690 Parke East Blvd. Tampa R. 33610
Date;
January 14,2016
,& WARNING - Verify design parameters and READ NOTES ON; THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rOV. 1010312015 BEFORE USE.
Design valid for use only with M]TekO connectors. This design Is based only upon parameters shown. and Is for an Individual bulldlng component, not
a tiuss system. Before use. the bulldIng designer Must verify the applicability of design parameters and properly Incorporate this design Into the overall
bulldlngdesign. Bracing Indicated Is to prevent bucklIng of Individual truss web and/or chord members only. Additional temporary and permanent bracing
WeW
Is always required for stability and to prevent collapse with posslb4e personal Injury and property damage. For general guidance regarcling the
fabrication, storage. clellvery� erection and bracing of trusses and truss systems, seeANSIITPI I Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Mexandria, VA 22314.
Tampa, FL 33610
Job
Truss
I Ype
city
Ply
T7887174
502385
cios
'-i'aug:nal Hip Girder
2
Job Reference (optional)
I Wells LUmi3er Lo, t-aim t5ay , M
1-5-0
2X4 =
I D:486hDs?xgscH Fwuhl3KGO1 zvq8t-FplAbFFDdll4QchohHOBJqRnzeRLoZRC7b9vplzVW9U
7-0-2
3-2-8
2X4 11
Scale = 1:16.2
3-9-9
3-2-8
LOADING (psf)
SPACING-
2-0-0
qSI.
DEFL.
in
(loc)
VdefI
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
T'C
0.15
Verl(LL)
-0.01
8
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.13
Vert(TQ
-0.02
8-11
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB
0.07
Horz(TL)
0.00
7
n1a
n1a
BCDL 10.0
Code FBC2014/TP12007
(Matrix-M)
Wind(LL)
0.01
8
>999
240
Weight: 32 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 BOTCHORD
REACTIONS. (lb/size) 2=344/0-10-15, 7=250/Mechanical
Max Horz2=145(LC 8)
Max Uplift2=-213(LC 8), 7=-1 24(LC 8)
I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-442/101, 3-12=-419/107
BOTCHORD 2-14=-174/385,8-14=-174/385,8-jo=-ii4iotst),i-io=-174/385
WEBS 3-7=-397/177 . I
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verlicals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES- I
1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124,mph; TCDL=4.2psf; �CDL=6.0psf; h=1 5ft; B=45ft; L=24111; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
11ti,111111111111111
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
I N
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=213,
E N& 0
7=124.
6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
N:O 68182
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 18 lb up at 1 -
85 lb down and 18 lb up at 1-4-15, and 98 lb down and 68 lb up at 4-2-15, and 98 lb down and 68 lb up at 4-2-15 on top chord, and I'Z
lb down and 2 lb up at 1-4-15, 13 lb down and 2 lb up at 1-4-15, and 9 lb down at 4-2-15, and 9 lb down at 4-2-15 on bottom chord.
The designtselection of such connection device(s) Is the' responsibility of others.
cc
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
E OF
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.2b, Plate increase=1.25
%
R 1-:1
%
Uniform Loads (plf)
A '�k
Vert: 1-4=-54, 4-5=-14, 6-9=-20
Concentrated Loads (lb)
Vert: 14=4(F=2, B=2) I 5=- 11 (F=-6, B=-6)
Joaquin Vela PE No.68182
MITek USA, Inc. FL Gert 6634
690,4 Me East Blvd. Tampa FL 33610
Date:
January 14,2016
,& WARNING - Verify design parameters and READ NOTES ONj THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03)2015 BEFORE USE.
Design valid for use only wilh MITek(0) connectors. This clesl�n Is based only upon parameters shown. and Is for an Individual building component, not
a truss system. Before use, the building designer must ved the applicability of design parameters and properly Incorporate this design Into the overall
OF
buildingdesign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MeW
Is always required for siab4lity and to prevent collapse will� possible personal Injury and property damage. For general guidance regarding the
I
fabrication, storage. dellvery� erection and bracing of trus ses and truss systems, seeANSI/TPI I Quallty Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information avallable from Truss Plate Institute. 218 jN. Lee Street. Suite 312, Alexandria. VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
aty
MY
T7887175
502385
CJ07
Diagonal Hip Girder
4
1
Job Reference (optional)
I IbbetIS LUMt)er U0, I -aim bay , t- L . . .' v
ID:4B6hDs?xgscHFwuhl3KGOlzvq8t-Fp]AbFrDwic�6a.��6E�q' RI-Y-e,,PpoXiC7bgvplzvWgU
9-10-1
6-2-9 1 4-7-8
'to I i I
Scale = 1:21.2
2X4 11
4 5
512-9
4-7-8
LOADING (psf)
SPACING-
2-0-0
1
k'pl.
DEFL. in
(loc) Ildell Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.31
Vert(LL) -0.02
B-11 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.29
Vert(TL) -0.04
7-8 >999 240
BCLI_ 0.0
Rep Stress Incr
NO
WB 0.24
Horz(TL) 0.01
7 n1a n/a
BCDL 10.0
Code FBC2014frPI2007
(�Iatrix-lvl)
Wind(LL) 0.02
B-11 >999 240
Weight: 44 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puflins, except
BOTCHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 2=473/0-10-15, 7=411/Mechanical
Max Horz 2=1 90(LC 8)
Max UpIIft2=-266(LC 8), 7=-216(LC 8)
FORCES. Qb) - Max Comp./Max. Ten. - All forces 250 (lb) or Iq I ss except when shown.
TOP CHORD 2-12=-739/231, 12-13=-699/235, 3-13--659/2411
BOT CHORD 2-15=-336/662,15-16=-336/662, 8-16=-336/66 i 2, 8-17=-336/662, 7-17=-336/662
WEBS 3-7=-668/338
NOTES-
1) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=1 241mph; TCDL=4.2psf; BCDL--6.Opsf; h=1 5ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever 1eft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf oribe bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
J`
fit between the bottom chord and any other members. I N
4) Refer to girder(s) for truss to truss connections,
5) Provide mechanical connection (by others) of truss to bea�ng plate capable of withstanding 100 lb uplift at joint(s) except Qt=Ib) 2=266, C, E IN
7=216.
6) "Semi -rigid pitchbreaks including heels" Member end flxlt� model was used In the analysis and design of this truss.
No 68182
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 18 lb up at 1-4-15,
85 lb down and 18 lb up at 1-4-15, 98 lb down and 68 lb 6p at 4-2-15, 98 lb down and 68 lb up at 4-2-15, and 120 lb down and 117 lb
up at 7-0-14, and 120 lb down and 117 lb up at 7-0-14 On top chord, and 13 lb down and 2 lb up at 1-4-15,13 lb down and 2 lb up at —
1-4-15, 9 lb down at 4-2-15, 9 lb down at 4-2-15, and 26 lb down at 7-0-14, and 25 lb down at 7-0-14 on bottom chord. The
.411
design/selection of such connection device(s) Is the responsibility of others. �E CO) F CC%
8) In the LOAD CASE(S) section, loads applied to the fac� of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard ". %
1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate increase=1.25 %
ONA\� %%%
Uniform Loads (plf) 1111111110%
Vert: 1-4=-54, 4-5=-1 4, 6-9�20
Concentrated Loads (lb) Joaquin Velez PE No.68182
Vert: 14=-47(F=-24, B=-24) 15=4(F=2, B=2) 16=-1 1 (F=-6, B=-6) 17=-34(F=-17' B=-1 7) MiTek USA, Inc. IL Gert 6634
1 690,41 Parke East Blvd. Tampa FL 33610
Date;
January 14,2016
WARNING - VorW design parameters and REW NOTES ON THISAND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10/0"015 BEFORE USE.
Design valld for use only with MITekb connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a trurss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Info the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 11. Lee Street Suite 312, Ai6xandrla, VA 22314.
Tampa, I'L 33610
Job
Truss
Truss Type
Qty
Ply
T7887176
502385
U05
Jack -Open
4
1 �
Job Reference (optional)
Tibbetts Lumber Co. Palm Bay, FL 7.640 a Sep 29 2015 MiTek Industries, Inc. I hu Jan 14 08:12:00 2016 Page 1
ID:4B6hDs?xgscHFwuht3KGOlzvq8t-j?rYobUrOcbc2mG�_F7vQsI vX2m_XlmLLFvSLkzvWgT
1-0-0 5-0-0
6
C�
3x4 =
Scale= 1:15.1
5-0-0
LOADING (psf)
SPACING-
2-0-0
C.S1.
DEFL. in
(loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL) -0.01
4-7 >999 360
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.17
Vert(TL) -0.04
4-7 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL) 0.00
2 n1a n/a
BCDL 10.0
Code FBC2014fTP[2007
(Matrix-M)
Wind(LL) 0.03
4-7 >999 240
Weight: 17 lb FT = 20%
LUIVIBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SID No.2
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=1 OO/Mechanlcal, 2=277/0-8-0, 4--45/Mechanical
Max Horz 2=1 46(LC 12)
Max UplJft3=-95(LC 12), 2=-159(LC 12)
Max Grav3=103(LC 17), 2=277(LC 1), 4=75(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=1 60mph (3-second gust) Vasd=1 24inph; TCDL=4.2psf; BCDL=6.Opsf; h=1 5ft; 13=45ft; L=24ft; eave--4ft; Cat. 11;
Exp C; Encl., GCpl=O.l 8; MW FRS (directional) and C-C Ext�rior(2) -1 -0-11 to 1-11-5, Interior(l) 1 -11 -5 to 4-11-4 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 10.0 psf bottom chord live load nonconcurrent. with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on, the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. I
4) Refer to girder(s) for truss to truss connections. 11%111111 11111J,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except 6t=Ib) %%%
%% I N V
2=1 59. % 0
6) 'Semi-dgid pitchbreaks Including heels" Member end fixlt� model was used In the analysis and design of this truss. E IVS
W Z
E 0 F
10 N
Joaquin Velez PE No.681182
Mffek USA, Inc. FL Carl 6634
690 Parke East Blvd. brnpa FL 33610
Date:
January 14,2016
,& WARNING - Verify design parameters andREAD NOTES ONI�HIS AND iNCLUoED MrrEKREFERANCE PAGE M11-7473 rov. 10/03)2015 BEFORE USE.
Design valid for use only with MiTekO connectors. This design Is based oNy upon parameters shown, and Is for an Individual building component not
a truss system. Before use, the building designer must verity the applicabillty, of design parameters and properly Incorporate this design Into the overall
&
building design. Bracing Indicated Is to prevent buckling Individual truss web and/or chord members only. AddIllonal temporary and permanent bracing
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
WeW
fabrication, storage, delivery, erection and bracing of fru"s and truss systems, seeANSI/TPI 1 Quality Criteria, DSB-89 and 8CSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314.
Tampa, FL 33610
a
Truss Type
Qty
Ply
T7887177
J-07.
Jack -Open
11
1
�
Job Reference (optional)
Tibbetts Lumber Co. Palm Bay, FL 7.640 a Sep 29 2015 MiTek Industries, Inc. [hu Jan 14 08:12:00 2015 Vage 1
ID;486hDs?xgscHFwuhl3KGOlzvq8t-j?rYobUrOcb(2mG-F'.2vQsl-qv2j5XlmLLFvSLkZvWgT
:_1 -0-0 7-0-0
7-0-0
Scale = 1:19.6
5. 00 F1 2-
9 9
0 C0
C6
8
c�
2
4A
7-0-0
Plate Offsets (X.Y)--
[2:0-1-6,Edgel
LOADING (psf)
SPACING-
2-0-0
S1.
DEFL.
in
(loc)
I/defI
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TJ C 0.65
Vert(LL)
-0.06
4-7
>999
360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
8C 0.36
Vert(TL)
-0.16
4-7
>537
240
EICILL 0.0
Rep Stress Incir
YES
M3 0.00
Horz(TL)
0.01
2
n/a
rita
BCDL 10.0
Code FBC2014fTP12007
(Matrix-M)
WInd(LL)
0.06
4-7
>999
240
Weight: 23 lb
FT = 20%
LUMBER-
I
BRACING -
TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-6-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FmiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=1 41 /Mechanical, 2=369/0-8-0, 4=61/Mechanical
Max Horz 2=1 91 (LC 12)
Max Uplift3=-1 37(LC 12), 2=-1 92(LC 12)
Max Grav3=145(LC 17), 2=369(LC 1), 4=105(LC 3)
i
FORCES. (lb) - Max. Comp./Max. Ten. - All forces �250 (lb) or I ess except when shown.
NOTES- I
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterfor(2) -1-0-11 to 1-11-5, Interior(l) 1-11-5 to 6-11-4 zone; cantilever left
and right exposed;C-C for members and forces & MWFRS1for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed fora 10.0 psf bottom chord li.�e load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections. I
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=1 37,
2=1 92.
6) "Semi -rigid pitchbreaks Including heels" Member end flxit� model was used in the analysis and design of this truss.
I
QUIN Vj��
'S E N
% 0
No 68182
E OF 441 Z
..........
Joaquin Volez PE No.68182
Mffek USA, Inc. Fl. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
A WARNING - Verify design parameters and READ NOTES — 1 75 — MMUDED MITEKREFERANCE PAGE M11-7473 rev. 10/03)2015 BEFORE USE.
Design valid for use only vAlh lVIlTekG connectors. This design Is based only upon parameters shown. and Is for an Individual building component not
a truss system. Before use. the building designer must verify,'Ihe applicability of design parameters and properly Incorporate 1hIs design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
WeW
Is always required for stability and to prevent collapse wllH sre personal Injury and property damage. For general guidance regarding the
fabrication, storage. delivery, erection and bracing of trus . sg� d truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 IN. Lee Street, Suite 312. Nexandria. VA 22314.
Tampa, FIL 33610
Job
Tru s
I ype
aty
Ply
T7887178
502385
1 EJ0sA
J'ack-Open .
9
1 �
I
Job Reference (optional)
Tibbetts Lumber Go, Palm Bay , FL
I
4x4 =
7-0-0
5.00 F12_
7.640 a Sep 29 2015 MiTek Industries, Inc. Thu van 14 08:12:01 26 age I
ID:4B6hDs?xgscHFwuhl3KGDlzvq8t-BBPwOwUT8w9ogwrAoiQfOFX?WR3FGUOVaveOuAzvW9S
LOADING (pst)
SPACING-
2-0-0
C�§I.
DEFL.
in
(loc)
I/def]
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
-0.06
3-6
>999
360
TCDL
7.0
Lumber DOL
1.25
B C 0.36
Vert(TL)
-0.16
3-6
>525
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL)
0.01
1
n/a
n/a
BCDL
10.0
Code FBC2014fTP12007
(Matrix-M)
Wind(LL)
0.07
3-6
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SID No.2
REACTIONS. (lb/size) 1=310/0-8-0,2=142/Mech�anical, 3=62/�echanical
Max Harz 1=155(LC 12)
Max Uplittl =-1 13(LC 12), 2=-1 38(LC 12)
Max Grav 1 =31 O(LC 1). 2=1 45(LC 17), 3=1 06(LC'3)
Scale = 1:19.6
PLATES GRIP
MT20 244/190
Weight: 22 lb FT = 20%
BRACING-
TOPCHORD Structural wood sheathing directly applied or 5-8-6 oc puffins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be Installed dudng truss erection, In accordance with Stabilizer
Installation guide
I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult�1160mph (3-second gust) Vasd=1241�ph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extelrior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 6-11-4 zone; cantileverleft 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 10.0 psf bottom chord We load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on;the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1 =1 13,
2=1 38. 1 ;
6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss.
j%ji,11 I I I I If it., I F.. -
QUIN yp:j, �f
�s E NS
No 68182
-0 cc Z
E OF Z
........ . %
.11111111110% %%%
Joaquin Velez PE No.68182
MITek US.A, Inc. FIL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
for MiTekS This design Is based only upon parameters shown. and Is for an Individual bullding component not
Design valid use only with conneclors.
a truss system. Before use, the building designer Must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing
MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabricallon, storage. delivery, erection and bracing of Irusses and IIuSS SYSternS, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314.
1
Tampa, FL 33610
Job
Trus
Truss Type
Qty
Ply
T7887179
502385
Vol
Valley
Job Reference (optional)
Tibbetts Lumber Co. Palm Bay, FL I."v 5 07 4 . — 151G. I Ilu I'll I I ". , "' . , .�j. .
I D:4B6hDs?xgscHFwuhl3KGO1 zvq8t-BBPwOwUT8vv9ogwrAoiQfOFX1 iR2bGU lVave0uAZvW9S
7-2-8 14-5-0
7-2-8 7-2-8
Scale = 1:23.5
.9
0410 1
14-4-6
LOADING (psf)
SPACING- 2-0-0
i
CS1.
DEFL. in
(loc) I/def] Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
T, 0.52
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.40
Vert(TL) n1a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.06
Horz(TL) 0.00
3 n/a n1a
BCDL 10.0
Code FBC2014frPI2007
(Matrix)
Weight: 46 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 1=209/14-3-13,3=209/14-3-13,4=538/14-3-13
Max Harz 1 =-86(LC 10) 1
Max Upliftl=-1 12(LC 12), 3�1 12(LC 12), 4=-205(LC 12)
Max Gravl=214(LC 21), 3=214(LO 22), 4=538(L I C 1)
I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces --- except when shown.
WEBS 2-4=-353/357
NOTES- I
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124Mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ex,ierior(2) 0-9-1 to 3-9-1, Interlor(l) 3-9-1 to 7-2-8, Exteflor(2) 7-2-8 to 10-2-8
zone; cantilever left and right exposed;C-C for members a�d forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with anyotherlive loads.
'%%%J111111111
IN
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
%%% ON ........
fit between the bottom chord and any other members.
E N
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 1 =1 12,
3=112,4=205.
7) "Semi -rigid pitchbreaks including heels" Membe. Ms used in the analysis and design of this truss.
No 68182
TE OF
-N %
10 R.I. Q> :�%
%
A\�
Joaquin Velez PE No.68182
MrIek USA, Inc. Fl. Cert 6634
690.4 Parke East Blvd. Tampa Fl. 33616
Date;
January 14,2016
i
WARNING -Verify design parameters and READ NOTES � I —1-11—L—EDMI'TEKREFERANCE PAGE M11-7473 rev. 10103)2015i3EFORE USE.
--
Design valid for use onlywfih Ul connectors. ThIsclesigh Is based only upon parameters shown. and Is for an Individual building component. not
W1,
a truss system. Before use, the building designer must veiltylthe applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required for stability and to prevent collapse %vithpossible personal Injury and property damage. For general guidance regarding the
fabrication, storage. delivery, erection and bracing of tru4es and truss systems, secANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N.. Lee Street. Suite 312, Alexandria. VA 22314.
Tampa, FL 33610
Job
I ruse
truss type
Q 'y
Ply
T7887180
502385
V02
Valley ;
1
1
�
Job Reference (optional)
Tibbetts Lumber Co, Palm bay , F L —;6'a, TZ;. L; -�i- -'- '
-ie
ID:4B6hDs?xgscHFwuhl3KGOlzvq8t-gOzIDGV5vD7iH30NMPxuxS3GIrRi�*x OZ'QdzvWgR
--- -------
�-O� �ZRZ 2-x4 -SP 'N'o'-2 BOT CHORD
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 1=144/10-3-13,3=144/10-3-13,4=371/10-3-13
Max Harz 1 =-59(LC 10) 1
Max Upliftl=-77(LC 12),3=-77(LC 12),4=-141(LCJ112)
Max Gravl=148(LG 21), 3=148(LC 22), 4=371(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-243/295
Rigid ceiling directly applied or 16-o'6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide
NOTES- I
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=1 60mph (3-second gust) Vasd=l 24r�ph; TCDL=4.2psf; BCDL=6.Opsf; h=1 5ft; B=45ft; L=24ft; eave--4ft; Cat. I
Exp C; Encl., GCpi=O.l 8; MW FRS (directional) and C-C Ext6hor(2) 0-9-1 to 3-9-1, Interior(l) 3-9-1 to 5-2-8, Exterior(2) 5-2-8 to 8-2-8
zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Gable requires continuous bottom chord bearing. 1
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. 1
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except at=lb)
4=141.
7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss.
N
%%% ........
C, E 1\[,J*
No 68182
E OF 1JJ
It
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
January 14,2016
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE.
Design valid for use only with MITek(b connectors. This design ii based only upon parameters shown, and Is for an Individual building component, not
ant
a truss system. Before use, the building designer must Verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indleated Is to buckling of I�diglducil truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
prevent
Is always required for stability and to prevent collapse with ss a rsonal Injury and property damage. For general guidance regarding the
and lr= systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component
T
fabrication, storage, delivery, erection and bracing of trusse
6904 Parke East Blvd.
I
Safety Information available from Truss Plate Institute, 218 N. fee Street. Suite 312, Alexandra, VA 22314.
Tampa, FL 33610
Job
russ
Truss Type
city
Ply
T7887181
502385
03
Valley
1
1
�
Job Reference (optional)
Tibbetts Lumber Co, Palm Bay, FL
3-2-8
5.00 F1_2
2X4 '�--
3X4 =
/*64U S 511P 29 ZU1 b M1 I eK inausines, inc. i nu jan 14 utmz:uz zui o Page i
I D:4B6hDs?xgscH Fwuh13KG01 zvq8t-gOzl DGV5vD7fH3QNM PxuxS31 LrRa—xGepZOZQdzvW9R
6-5-0
3-2-8
Scale: 1�_V
2X4 ��
Plate Offsets ()�Y)--
[2:0-2-0,Edgel
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.14
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.23
Vert(TL) n/a.
n/a 999
BCLL 0.0
Rep Stress Incr
YES
VV. B 0.00
Horz(TL) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2014/TP[2007
(Matrix)
Weight: 17 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOTCHORD 2x4 SP No.2
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
be installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=182/6-3-13, 3=182/6-3-13
Max Horz I =33(LC 11)
Max Upliftl=-82(LC 12), 3=-82(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2231314, 2-3=-223/314
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=2411; eave=4ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(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) Gable requires continuous bottom chord bearing. i
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. ttJ111111111111111
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
I N
fit between the bottom chord and any other members. %%%
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joInt(s) 1, 3. E N
IV ...
7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4�
No 68182
E OF
.OR\.
J# 1 Ak-Itto
Joaquin Velez PE No.68182
M[Tek USA, Inc. FL Cert 6634
69134 Parke East Blvd. Tampa Fl. 33610
Date:
January 14,2016
,& WARNING - Verify design parameter..nd REAo NOTES ON -riii� AND INCLUDED MfTEKREFERANCE PAGE M117473 rev. 10'103j2015 BEFORE USE.
Design valid for use only with MlTek8 connectors. This design Is �osecl only upon parameters shown, and Is for an Individual building component. not
Nil'
a Ifuss system. Before use. the building designer must verify lhe,iopplicability of design parameters and propedy Incorporate this design Into the overall
buUcflng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing
MiTek*
Is always required for stabliffy and to prevent collapse with pos�slble personal Injury and properly damage. For general guidance regarding the
Ic
fabt callon, storage, delivery; erection and bracing of trusses dnd truss systems, seeANSI/TP1 I Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314.
Tampa, FL 33610
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