HomeMy WebLinkAboutTRUSS PAPERWORKImportant Notice: If visuallygraded lumber is used for the trusses covered by
these desigi se�"'SPJIJ'Impo�tant Notice, Dated July 28, 2010"
is,
(reprinted at wwwmil.cogtj, before use. MiTek does not warrant third -party
lumber design valued. ' — . _' I �
POWER T13 PERFORM.
RE: 70052 - Model 1587 MITek Industriesq Inc.
6904 Parke East Blvd.
Site Information: Tampa, FL M OA1 15
Customer Info: Grande Construction of Florida Project Name: Model 1587 Model: SCANNED
Lot/Block: Subdivision:
Address: n/a BY
City: St. Lucie State: FL St Lucie County
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
f�Design Code: FBC2007fTP]2002 Design Program: MiTek 20/20 7.1
Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf
Roof Load: 37.0 psf
This package includes 36 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my sea[ affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
I Seal�=_Truss
Name
I Date
No.
I Sea[#
I Truss Name
Date
11
IT4066806
lAl
15/2/011
118
IT4066823
I GRD
15/2/01
12
IT4066807
JA2
16/21011
119
IT4066824
I GRE
15/2/011 1
13
IT4066808
1A
15/21011
120
IT4066825
I HVA
15/2/011 1
14
IT4066809
B1
15/21011
121
IT4066826
I HVB
15/2/011
12-
6 —
lT44226811
B2
15/21011
122
IT4066827
I HVC
15/2/011
B3
15/21011
123
JT4066828
IJ1
2/011
51T
I
IT4066812
IB4
15/21011
124
IT4066829
IJ3
�52 /011 1
18
IT4066813
IB5
15/2/011
125
IT4066830
IJ5
5/2/011
19
IT4066814
JB6
15/2/011
126
IT4066831
IJ7
15/2/011
110
IT4066815
IB7
1512/011
127
IT4066832
1JA
15/2/011
Ill
IT4066816
JB8
15/2/011
128
IT4066833
JJB
15/2/011 1
112
IT4066817
JB9
15/2/011
129
IT4066834
IKJ7
15/2/011 1
T!2�6818
IB
15/2/011
130
IT4066835
IKJA
15/2/011 1
1�3
it 066819
IC
15/2/011
131
IT40 3
15/2/011 1
115
IT4066820
I GRA
15/2/011
132
T4066B 7
j
PMV2
V3
15/2/011
116
IT4066821
I GRB
15/2/011
133
IT4066838
I MV4
15/2/011 1
117
IT4066822
I GRC
15/21011
134
IT4066839
I V4
15/2/011
The truss drawing(s) referenced above have been prepared by MiTek
Industries, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineers Name: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2013.
NOTE:The seal on these drawings indicate acceptance of
professional engineering responsibility solely for the truss
� n3 6nents shown. The suitability and use of this component
tomp
for Any particular building is the responsibility of the building
a6sig'ner, per ANSI/TPH Sec. 2.
011111111111" 1
.......... . Z'�'
E N,9
No 6818
Ir Z
STATE F
00
Cert. 6634 ]
May 2,2011
Velez, Joaquin 1 of2
RE: 70052 - Model 1587
Site Information:
Customer Info: Grande Construction of Florida Project Name: Model 1587 Model:
Lot/Block: Subdivision:
Address: n/a
City: St. Lucie State: FIL
INo. JSeaI# 17
135 IT4066840 IV8 15/2/01
136 IT4066841 IV12 15/2/011 1
w
2 of 2
Job Truss
Truss ype
y
Ply
Model 1587
7005'1 At
QUEENPOST
T406680E
Job Reference (optioneft
Chambers I russ Inc., t-on Fierm Fl. 34982
7.140 s Oct 120)? MiTek Industries, Inc. Mon MWO2 09 37 47-2011 Page
.14-0 r,11-2 10.0-0 13-0-14
20�0
1-4-0 611-2 3-0-14 3�14
TIV
SMIO 1:37.1
4X4 M1120=
4
W M1120\\
5.00 FIT ZX3 M1120\\ -
100 12
W 10112"'
W 101120!�'
3
5
2
6
7
9
3X5 M1120�� Us M1120= M M1120=
3X5 M112"'
20�0
10�0
10-0-0 i
Plate Offsets (XY): r2:0-3-0,0-1-81,
r6:0-3-0,0-1-81
LOADING (paf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Pladess Increase 1.25
TC 0.25
VerftLL) -0.14
2-8 >999 360
M1120 2491190
TCDL 7.0
Lumber Increase 1.25
BC 0.53
Vert(FL) -0.38
2-8 >615 240
BCLL 0.0
Rep Strm Ina YES
WB 0.21
Horz(TL) 0.03
6 rita n/a
BCDL 10.0
Code FBO2007ITP12002
(Matrix)
Weight: 84 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD
Structural mod sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2X4SYPM30 BOTCHORD
Rigid miling directly applied or 10-0-0 oc, bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bm.hgb_-�
installed during truss erection, in accordance with Stabilizer
Installation aulde.
REACTIONS (Ifts/slze) 2--80ag-8-0, 6--80810-8-0
MvHorz2=11S(LC5)
Max Uplift2-_-440(LC 5), 6---440(LC 6)
FORCES (1b) - Max. Comp.Avlax. Ten. - All forms 250 (11g) or less except when shown.
TOPCHORD 2-3-12531499,3-4-97al396,4-5--97M96,5-6---lM/500
BOTCHORD 2-8--437/1088.6-8---346/1088
WEBS 3-8--3271287,4-8--250/658,5-8=-327/287
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL-4.2psf; BCDL--3.Opsf; h=13ft: Cat. 11: Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrearst with my other live loads.
*
WN
4) This truss, has been designed for a live load of 20.0psf on the bottom chord in all areas whom 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 othem) of truss to hearing plate capable of withstanding 440 lb uplift at joint 2 and 440 lb uplift at joint
6.
N 6 182
LOAD CASE(S) Standard
T F
%
FL Cert. 6634
May 2,20
DesiII for use Only �rnh MTek cor,nectors, This design Is based onlyuponfamanotemshow% ardlisforanindrridual budringcornponent.
AppilootgHly of design paromentersaxi proper incorporation Of component Isrespervi of buildhig designer -not has designer. Bmclngsho�
6 foriaterd�podofhdivldmlwebmem�oay. Add�maltem�roWbrack)gtoh�estabOHydLtNcom�clmbffier�onsbIRiyofthe
k*
.reaw. Additional pennonent txacing of the ovonoll structure is the resporobidy of Me bulding dosigner. For gertrual gUcance regarding
fataficatort quality control, storage. oldiwary. erection end bracing, -onsUt ANSIfTPlI Quality Cilleflo, D$11-89 ad BCSI Building CornIponent
safety Inforsnation available from T= Plate Inst"o. 781 N. Lee Street, Suite 312 Xworoldo, VA 22314.
690,t Pura, East Blvd.
Tarnpa. FL 336104115
Job
Truss
Truss Type
Cry
Ply
Model 1587
T406680E
700SZ
A
HIP
Job Reference (optional)
-ERT,—bors Truss Inc., Fort Pierce Fl. 34982
7.140 s Oct 12009 MiTek tridwtries, Inc. Mon May 02 09:37:46 2011 Page
'14-0 1 9-0.0 11�
20-" 21-"
1-4-0 9-0-0 2-0-0 1
9�
Scale - 1:a7.7
5x5 1011120!�
5x6Mli2O-'
3 4
5. 00
2
0 1
6
9
3X5 M11201;; st,6 M1120= 2X3 M1120 11
3,,5 M1120ZZz
2X3 M1120 11
9-" k Liv i
20�0
e-0-0 2
9-0`0
Plate Offsets (XM: [2:0-3-0,0-1-81,
[5:0-3-0,0-1-81
LOADING (r.4
SPACING 2-0-0
CS1
DEFIL in
(Ica) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TO 0.43
Ved(LL) -0.21
2-8 >999 360
M1120 2491190
TCDL 7.0
Lumber Increase 1.25
BC 0.46
Vert(TL) -0.45
2-8 >513 240
BCLL 0.0
Rep Strass Incr YES
W13 0.08
Hoa(TL) 0.03
5 n/a rda
BCDIL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 77 to
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 5-11-15 oc, purms.
BOT CHORD 2 X4 SYP M 30 BOTCHORD
Rigid calling directly applied or 10-0-0 oc, bracing.
WEBS 2 X4 SYP No.3
MiTek recommends that Stabilizers and required crass b--ciFg �b.
installed during trues erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 2=80810-8-0. 5--80810-M
Max Horz2---105(LC 6)
Max: Uplift2=-432(LC 5), 5=-432(LC 6)
FORCES (lb) - Mato. CompJMax. Ton. - All forms 250 (lb) or less except when shown.
TOPCHORD 2-3--1186/423,3-4-1012/440.4-5-ll8St423
BOTCHORD 2-8=-307/1007.7-8---304/1012.5-7=-30211007
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.Gpsf; h=13ft; Cat. 11; Exp B; enclosed;
MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL--1.33
3) Provide adequate dramage to prevent water ponding.
"ti,11111111111111
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with my other live loads.
5) * This truss has thean designed for a live load of 20.Opsf on the bottom chord in all arears where a rectangle
3-6-0 tall by 2-0-0 wide will fit �-: COIN
�%-)�
between the bottom chord and any other members.
%
. G N
6) Provide mechan[ml connection (by others) of truss to beading plate capable of withstanding 432 lb uplift at joint 2 and 432 Ith uplift at joint
5.
8182
LOAD CASE(S) Standard
X Z
00
IN
FL Cert. 6634-
May 2,20
A ON 7473�.
Desigrivaild far ne onlywith Mirel,connecton, tris de6gir, Is based ortyuponfxxcmetartshoy� ar-rd! stor an ridividual bddhg component.
Applicability of dedgn parramentemandproper incorporadon of comiponerrUsiresponsitolily of bLAdklg dooloner -notlruadc�gner. Rracingsho�
bforlaterdg4�dolhidW4wlwebmm�moriy. Additcrial temporary bracingtoinsurestablity duding construclonistnennporobluty
imk'
erector. AddItional perinanembrac"
otme
of fine overd) strucrure Is the respondoNty of me buiidbg deeligner. For general ;Udanco regarding
fabroalion, ci�il Je
Nery, erection, and INOCIV, OOraWt ANSIfri'll Quality Criteria, DSB.89 and BCSI Bulldog Cornponert
69" Parke Ea� BW.
safety Inforri available frorr� Tr=
Rate Instffla. 781 N. Lee street Suite 31Z Alexandra VA 22314.
Tan�po, FL=1"115
Job Truss
Truss Type
Oty
Ply
Model 1587
70052! Bi
SPECIAL
1
T4066809
=JobRofore�
(optional)
Chambers True$ Ina., Fort Pierce Fl. 34982
7.140 a Oct 1 20D) M[Tek Industries, Inc. Mon May 02 09ZT51 2011 Page
11-0.0 130.0 21-0-0
W
a
1-41 7-" S."
M I
Scale 1:52.1
7kB M1120��
30 M1120 11
W M1120=
4 5
6
5 00r12
-
0_
&.4 M1120—,
\
8xI0 M1120-1
3
3
>7
_,:55 f -
2
6
12 4XI2 M)120=
8 M1120— 10
US 6'� 4.1 1120=
8 M1120-- W M1120 11
9
20 M1120 11 US M1120 11
Ulf M1120= 3X4 M1120 11
2X3 M1120 11
3.00[12
1 11-0.0 21-0-0
28-0-0
f'-:09
7-8-0 8-"
7-0-0
Plate Offsets (X,Y):
2:0-1-6,Edqel.r4:04-0,0-2-2].r6:0-54,0-2-41.[7:0-2-5.Edge1
LOADING(pso
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLIL 20.0
Plates increase 1.25
TO 0.64
Vert(ILL) 0.26
12-13 >999 360
M1120 2491190
TOOL 7.0
Lumber Increase 1.25
BC 0.71
Vert(TIL) -0.59
12-13 >560 240
BC;LL 0.0
Rep Stress Incr YES
WB 0.46
Horz(TQ 0.19
8 n1a, n/a
BCDIL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 165 lb
LUM13ER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-8-1 oc, pudins, except
BOTCHORD 2 X 4 SYP M 30 'Except'
endverticals.
5-10,14-16: 2 X 4 SYP No.3 BOTCHORD
Rigid calling directly applied or 5-11 -1 oc, bracing.
WEBS 2 X 4 SYP No.3 WEBS
I Row at midpi 3-12
MiTek recommends that Stabilizers and required crow bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 8--1015/Mect7anical, 2=1114/0-8-0
Max Horz2=189(LC: 5)
Max Uplift8-407(LC 4),2=-540(LC 5)
FORCES Qb) - Max. Comp.40ax. Ten. - All forces 250 (lb) or law except when shown.
TOPCHORD 2-3-3864/1525, 3-4=-1975/835,4-5-1733/835. 5-6=-1763/860, r,7=-1377/594,
7-8=-9421421
BOTCHORD 12-13=-143M284.11-12=-71911794, 5-1 1=-28V179.9-10--721471, 2-13�--1511213535
WEBS 3-12---1516/802.4-12-1071529. 9-1 11=41IZ795, 6-11-300/707.7-9---450/1096,
3-13--256/875
NOTES
1) Unbalariced toof live loads have been considered for this clesign.
ttJ1111111111111
N IN V
..........
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL-4.2psf; BCDL=3.Opsf; h=130; Cat. 11; Exia B; enclosed; MWFRS (low-rise); Lumber e
DOL--1.33 plate grip DOL--1.33
% \CEN&*..
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with my other live loads.
*
N 68182
5) This truss, has been designed for a live load of 20.Opsf on the bottom chord in all mew whom 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) Bearing at joint(s) 2 considers parallel to grain value using ANS lrrPI I angle to gram formula. Building designer should verify capacity of
T
hearing surface.
8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 407 Ith uplift at joint 8 and 540 Ib uplift at joint
2.
�OAD
CASE(S) Standard
N 1- 0
F FL Cert.
May 2.20
A ua�o-
De�gn valid for use only with Welk carrectm Tina de�gn 13 bcned a* upon parameters �owr, and is foran individual bWdkV component.
Appircabilirly of deeggZ..m.ntm and proper incorporator, of connipanem Is responsibility ofbuildkV cfe�grex - not truss deatiner. Bracing dno�
a forlateral su,)port of ividualwebmernbenordy. Additional ternwory Ixorcing to Insure stablifty during construction Is the reaponsbility of the
MOW
arector. Addiflonal permaneraixacing of the overall structurelstheumponebOlty ofuxa�dhg dedgner. For general gurdarroaregarding
fabrication, cluddy control. storage. delivary. erection and bPQchQ corauft ANSI/TPI1 Quality Ulefla, DS13-89 and BCSI Building component
Safety Inforri available from Tnns Pate �m. 781 N. Lee street. Suite 312 Awandria. VA 22314.
wN P.ft E.,e Dvd.
Temps, FL 3361 �1 15
Job
Truss
Tn �, Type
Oty
Ply
Model 1587
700527
B2
SPECIAL
1
T406681C
Job Reference (optionat
Chambers Truss Inc., Fort Pierce R. 34982
7.140sOct 1200gMiTekIndustriesJnc. MonMay0209:37.53201I Page
-72 19-00
28-0-0
11-0 3-41 4 2 6-0-0
9�
Scale 1:51a
4X5 M1120 11
7k8 M1120ZZZ
5
6
5.00 FIT
Us 101120�
4
9 2.3MI12011
a 8 Mil
(8 M1120=
7
7
3
2
9
E
2
2 4xl2MI120=
W 101120c' SX12 M1120= 10
9 8
2X3 V1120112X3 M1120 11 3A M1120 11
410 M1120= 3XS M1120 11
W milm 11
3 W5-2
3-4-0 19-0-0
�3��
60-c'
Plate Offsets (X.Y): 12:0-1-6.Ec�gel.15,0-2-11.0-2-01,[6:0-4-0.0-2-21,17:0-3-8,EdgeI
LOADING(psf) SPACING 2�0
CS]
DEFL in
(loc) Well Ud
PLATES GRIP
TOLL 20.0 Plates Increase 1�205
TO 0.59
Vert(LL) -0.25
11-12 >999 360
M1120 249/190
TCDL 7.0 Lumber Increase 1.25
BC 0.79
Vert(rL) -0.72
11-12 >458 240
BOLL 0.0 Rep Stress Ina YES
WB 0.48
Horz(TL) 0.17
8 n/a Iva
BCDL 10.0 Code FBO2007/rPI2002
(Matrix)
Weight: 159 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 3-5-8 oc pudins, except
BOTCHORD 2 X 4 SYP M 30 'Except-
end verticals.
5-10,13-15:2 X 4 SYP No.3 BOTCHORD
Rigid calling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 *Except*
MiTelk r&oommends that Stabilizers and required cross bracing be
7-8:2 X 4 SYP No.2D
installed during truss; erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/s[ze) 8--1015/Mechartical, 2--1114/0-8-0
Max Horz2=205(l-C, 5)
Max Uplift8-388(LC 6),2-559(LC 5)
FORCES (lb) - Max. CompJMax. Ten. - All forms 250 (lb) or less except when shown.
TOP CHORD 2-3-3819/1464,3-4=-358811479.4-5-1685/680.5-6=-1480/663.6-7=-1380/55l.
7-8=-915/410
BOTCHORD 11-12=-978/2155,5-1 1=-108/402.8-9-1851295,2-12=-1452/34r>4
WEBS 4-12=-51311347,4-11-712/491. 9-11-320/1214,6-1 1=-196/498,7-9-315/909,
3-12---17/318
NOTES
1) Unbalanced roof live loads have been considered for this design.
UIN
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.W; BCDL-3.0psf; h--1 3ft; Cat. 11; Exp B: enclosed;
MWFRS (Io%-flse); Lumber %% . 4'�'
DOL=1.33 plate grip DOL--1.33
3) Provide adequate drainage to water
.........
;CN o
prevent ponding.
4) This truss has been designed fare 10.0 psf bottom chord live load nonconcumant with my other live loads.
5) * Thistruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by2-0-0 wide will Fit.- N 68182
between the bottom chord and any other members.
6) Refer to girder(s) for Imes to truss connections.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI I angle to grain formula. Building designer should verify capacity o1z
bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of wilfislanding 388 lb uplift at joind 8 and 569 b uplift at joint T F
2.
LOAD CASE(S) Standard
N
1111111
FL Cert. 6634
May 2,20
Aw� Vmrifyd��p��=d�MMONMM��MM���EPAGEM174M�l�VS�O�MP
Design valid for use onlY Win Mflek mcnectom This dosgn Is based only upon Pnramererssnaw� and! Is far on indlMdual Wdfing component.
Applimbilityofde�gnffamwtema�proWh�rporaffon0f�WwtL�espor,sbOHyof�d�gde4gner.mt�dedgmy.Bradng�wn
IvIdual web merntoem ONY. Additional temporary �acirxf to Insure stdailty durng mrstniation is the re%�iily oMe
Welk"
erector. Additonal pernionem Isracing of the overall structure Isthe resPonsbilly of the building designer. For general guidance regarding
lataricafton, quality control, storage, dello,rV, erection and Ixacing, corLUt ANSIfrPI1 Quality Wedo, DSB-89 and BCS1 Building Cornporant
Safety Information arvaRable from incs Plate Instrute, 781 N. Lee Stleet, We 312 Alexandra, VA 22314.
6904 Pa*6 Eset Blvd.
Tarnpa. FL 336104116
Job Truss
Tmss Type
Oty
Ply
Model 1587
TH'IP
T4066811
7005Lf B3
HIP
117
Job Reference (optional)
Chambers Truss Inc.. Fort Pierce R. 34982
7.140 a Oct 12009 MiTek Industries, Inc. Mon May 02 09:37.54 2011 Page
8 2 16-0.0
'I".10
L21"
28�00
M2 6-2-13 I
Scale 1:51.1
4x4 M11201,
46 M1120�1
5.00FI-2
5 6
3X4 M1120:�
&6 M[120'-
M11204�r
4
7
>3x5
3X4 M1120 11
Ei Itt
&5 M1120= 13 12 11 10
9
2K3 M1120 11 3� M1120= 3X4 M]120= 5X6 M1120=
U4 M1120=
17V
28-00
1 1 6 13 2 1
8-9-2
11�
Plate Offsets KY): [2:0-2-2,D-0-61
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(lGc) Well Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.66
Vert(LL) -0.24
9-10 >999 360
M1120 249/190
TOOL 7.0
Lumber lncre� 1.25
BC 0.55
Vert(FL) -0.60
9-10 >549 240
BCLL 0.0
Rep Strass Ina YES
WB 0.75
Hoa(TL) 0.06
9 n1a n1a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 144 Ito
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or4-8-0 oc pudins, except
BOTCHORD 2X4SYPM30
end verficals.
WEBS 2 X 4 SYP No.3 *Except* BOTCHORD
Rigid calling directly applied or 7-11 -9 oc, bracing.
8-9: 2 X 4 SYP No.2D
MiTek ranconnurnends that Stabilizers md required crew bracing b-
installed during truss erection, in acoardamm with Stabilizer
Installation guide.
REACTIONS Qb)size) 2=111410-8-0, 9--1015/Mechanimi
Max Hom2=223(LC 5)
Max Uplfft2=-575(LO 5). 9---409(LC 6)
FORCES Ob) - Max. CompilMax. Ten. - All forms 250 (11a) or less except when she=.
TOPCHORD 24=-19611792.4-5---1276/526.5-6-1113/533.6-7=-1263/537,7-8---302166
BOTCHORD 2-13---794/1719,11-13-794/1719,10-11=-384/1113,9-10�429/1074
WEBS 4-13=0/336.4-11-746/476.5-11=-138/306.6-10---33/326.7-0�--1148/534
NOTES
1) Unbalmced roof live loads have been mnsidered for this design.
2) Wind: ASIDE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h--M: Cat. 11; Exp B; enclosed;
MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL--1.33
% I N
3) Provide adequate dradnage to prevent water pending.
4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with my other live loads,
5) * This trus,s has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by2-0-0 wide will fit
between the bottom chord and my other members.
6) Referto girder(s) for truss to truss connections. 68182
7) Provide mechmical connection (by others) of truss; to bearing plate capable of wrthstanding 575 lb uplift at joint 2 and 409 Ib uplift at join
9.
LOAD CASE(S) Standard
T F
A'
%
%%
N X_ %%%
FL Cert. 6634
May 2,20
A vz� -WrM�,n,,a�.andFURA
Designvolid for use oNy with MrIck cainectom This design sbased only upon pommoters&how% md b for an indPvldud budding component.
MpImUlity of design fflamentemanc! proper naorporeflon of comPorent IsresponsibRy of lb�dng duagner -not ftnta cfe'�grxx. amIng shoum
lllatvrcr�portof lAduol web meml,ers ". Additional terrpoory bracing to Insurestabilly during the reuprxiallitV of the
MiTek
.ractor. Additional permanent xachig of the overall structure is the naponsiolity ofthe buidN designer. For general Vdonm regarding
fabdcarlion. quality mnlrol, storage. delivery. erection ana btachig, consul ANSIf[P11 Quality criteria, DSB-89 and BCSI Building component
690ul Peaks E.,A BW.
Safety Information wdleale from Fas Plate indburfe, 781 N. Lee Street, Suite 312 Aleandric. VA 22314.
T.,. FL 336104115
Job
Truss
Truss ype
Oty
Ply
Model 1587
70052d
B4
COMMON
1
�
T40WS12
-Uti-m—bers
Job Reference (oplional)
Truss Inc.. Fort Pierce Fl. 34982 7.140 a Oct 1 20D9 MiTek Industries, Inc. Mon May 02 09:37;55 2011 Page
8-" 16-0.0 W""
i T 0
8-0.0 U�u 7-11-15
1-:2
5x6mllw=
Scale. 1:50.5
5.00F1_2
4
3X6 1,11120!�
W Zc3 M]120\\
M
3A M]120-'
2 3
5
2 M
X3 M1120 11
6
101
10 11 9 12 13 8
3XS Ml120-,
3X4 M1120= M M[120= 3A M1120=
7
3.5 M1120=
11-2-7 k
28�O
11-2-7 17.2
7-2-7
Plate Offsets (X.Y): [1:0-3-0.0-1-81
LOADING (pso
SPACING 2-0-0
CS]
DEFIL in (loc;) I/dell Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.41
Vert(LL) -0.32 8-10 >999 360
M1120 249/190
TCDL 7.0
Lumber Incream 1.25
BC 0.71
Vert(TL) -0.72 1-10 >457 240
BCLL 0.0
Rep Stress Incr YES
WB 0.68
Horz(TL) 0.07 7 n1a n(a
BGDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 133 Ita
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except
BOTCHORD 2 X 4 SYP M 30 enciverticals.
WEBS 2 X 4 SYP No.3 BOTCHORD Rigid miling directly applied
or 7-5.9 oc bracing.
MiTek recommends that Stabilizers and required cro� braciing be
installed during truss erection,
in amordance with Stabilizer
Installation guide.
REACTIONS qb/size) 7=1109/Mectuxnical, 1=1087/0-8.0
MaxHorz1=186(LC5)
MaxUpIlft7=-4I9(_C6),1--451(LC5)
FORCES (lb) - lvlao�. Comp./Max. Ten. -All forms 250 (lb) or less except when shown.
TOPCHORD 1-2-2150/874,24-18481743.4-5---14711559
BOTCHORD 1-10=-896/1922.8-10=-418/1184,7-8=-448/1160
WEBS 2-10---445/425.4-10=-307/788.4-8-721281,5-M/292.5-7=-15211613
NOTES
1) Unbalanced roof live loads have been oonsidered for this design.
2) Wind: ASCE 7-05; 140mph (3-smond gust); TCDL.4.2psf; BCDL--3.Opsf; h=1 31t; Cat. 11; Exp B; enclosed; MNFRS (low-rise); Lumber
%
DOL--I.33 plate grip DOL--1.33
3) This has been designed for
Os I N
truss a 10.0 psf bottom chord live load nonwnmrrent with arry other live loads.
*
4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all are" where a rectamgle 3-6-0 tall by 2-0-0 wide will fit E N 4�'
between the bottorn chord and any ofther members, with BCDL 1 O.Opsf.
=
5) Refer to girder(s) for truss to tniss connectlorrs.
6) Provide mechanical connection (by others) of mass to bearing plate capable of withstanding 419 lb uplift at joint 7 and 451 11a uplift at joint' 68182
LOAD CASE(S) Standard
--)3 T F
10.
le 'q .... ..
IN IL,
I III
FL Cert. 6634
May 2,20
A tw� -V�fy atasinp�ers and�)VOTIRS ON��=LMMM���PAGSMI-74M 1(YV8BM`0M
USE,
�nnvolld far use oriywitin M[rok Connectors, ThIsclesgnisbosed a* uponfxxometorsdho� and hforanindlvJdual bddhg comacnent.
o� propw hoorpovadon of cornponent is
Appi caNity of deuran buldng
Mai
romentmand rearorablity of dedgner � not truss designer. BracIng sho�
bfcrIa1erc1su;aportof dividualwebmernoersonly. Addifimaltmporarybrachgtol�est�lRydLhgco�clonl�the�or�bOlityofihe
MiTek'
ore�ior. Addillonal r>ermanent bracing of W overal shuCtur0 LSIhe res,�Hy of line bL�dhg deg". For g.,.t guodanm reganiho
fabrication. qualify canto. storage, de]N�. erecflcn and Isnschg, mnsut ANSIfrPil Quality Criteria. DS�99 and 8CSI Building Component
690� Pc*. gral 1311d.
Solely Informalion av�rilatale from Trun Plate insiffutre, 781 N. Lee "set, Sulte 31Z Alexandria VA 22314.
T=pa, FL 33810-4115
Job
Truss
Truss Type
Cry
Ply
Model 1587
T40WSi,,
70052�
B5
SPECIAL
I
�Jolb
Reference (oDtlonall
Chambers Tr�s Inc., Fort Pierce FT. 34982 7.140 a Oct 12009 MITek Industries, Inc. Mon May 02 09:37.56 2011 Page
16-0-0 2 1-10
7-2-3 i 6�2'0
1115
L-L
Scale 1:49.6
4x5 M1120=
5 00 F11-2
SX6 M]120'— 3A M1120—'
4
2
SX6 1%11120�1
6
8
5.X8 M]120—=
9
W M1120 11 7
3 '.5 Mill
x5 M1120�
3X6 1)11120� 2.25 f-12
2x36MI120 11
L4. 22-2-0
5 P3 8-2-0
Plate Offsets myi: rl:6-2-a.m-a
mo-".5-3-4i
LOADING (psi)
SPACING 2-0-0
CS1
DEFIL in (loc) Wall Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.65
Vert(LL) 0.28 1-9 >909 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.67
Vert(TL) -0.59 1-9 >559 240
BCLL 0.0
Rep Straw Ina YES
INS OAS
Hom(TL) 0.24 6 nta n1a
BCDL 10.0
Code FBC2007/1-P12002
(Matrix)
Weight: 132 He
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-2-2 oc, purlins, except
BOTCHORD 2 X 4 SYP M 30 enciverticals.
WEBS 2X4SYPNo.3 BOTCHORD Rigid ceiling directly applied or 5-7- 15 oc bracing.
WEBS 1 Row at micipt 4-8
recommends that Stabilizers and required aoss bracing be
IMiTek
installed during truss erection, in accordance with Stabilizer
Installationcluide.
REACTIONS (galsize) 1=1018/0-8-0, 6=11018/lAtechanicad
MaxHorz1=189(LC5)
Ma,rUpIftl=-451(LC5),6--419(LC6)
FORCES (lb) - Meer. Comp./Max. Ten. - AJI forces 250 (115) or less except when shown.
TOPCHORD 1-2-3286/1472,2-3=-2340/997,3A-1722f783.4-5=-1711/673,5-6--984/438
BOTCHORD 1-9=-1460/2998.8,9--145312979.7-8=-570/1567
WEBS 2-9=Ot291,2-8�-900/630.3-8-507/1206,4-7-321/214.5-7=-496/1438
NOTES
1) Unbalanced met live leads have been considered for this design. I I
ttj
2) Wind: ASCE 7-05:140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=13ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber IN V
DOL--1.33 plate grip DOL=1.33 %
%
ive leads. .
3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with arry other I % C /V
* S
4) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will t 4"..
between the bottom chord and any other members.
5) Refer to girder(s) for truw to tmw connections. N 68182
6) Bearing at joint(s) I considers parallel to grain value using ANS[rrPl 1 angle to grain formula. Building designer should verify capacity
bearing surface.
7) Provide mechaniml connection (by others) of truss to bearing plate capable of withstanding 451 Ito uplift at joint I and 419 le uplin at joinr_
6.
T
LOAD CASE(S) Standard
N
121111111 tv',
FL Cert. 6634
May 2,20
A& V�rft, �Iqnp�� �d�M� ONMMMED=L=aa���PAGE=1-7473 10,T8Aa?0rsg ass
- —
on d d n d dlvd
Or 0 y M a'- g
V "ll e V " Z "
�dp milc lly W "d gner - d-a
of 7�-dtae!ntg---b Ad t._ d I r
F�bu`dng
f rl mcm 'E' I core a. a the the
'd M lit qhr to
A'dig b-c-0 me I d 0-1.. am�m.
MiTek'
�a` a.-gf
r P. _�t of 1-d d: !or a. I� d_
silvery a,
C. str. a d scIn and "'. a I St T "hy 'Jerre. end I .,an,
mzg
L
g.
ser. I = Us '
ry el ". bere '. ". . "I N Least, .31 As. d. VA 3
�
6904 Park. East Blvd.
Tampa. FL3361"115
Job
Truss
Truss Type
ply
Model 1587
7005?
Be
SPECIAL
T406681A
�
Job Reference (optionall
Chambers Truss Inc., Fort Pierce R. 34982 7.140 a Oct 12009 MiTek Industries, Inc. Mon May 02 09:37-.67 2011 Page
-11.4-0 4 i 'aic 1 1610-0 0-2-3 a
,_a 41-:90 �721 6-2, 7-2-3 I -VI 4 I
Scale. 1:57.8
4xG M]120=
5.00 F1 -2
3X6 M1120� 3X4 M11201� 3A M1120-1
5 3xil M1120--
7
4 8
W M1120--
3
5x8 M1120= 9
10
10 9
2
12 2K3 M1120 11
aK5 M1120�
SX4 M1120==
ex
13 3X6 1011120�
5x6 M1120= 2.25 r1-2
4� LO�'4� 32�
4� 7 B-0-0
Plate Offsets (X,Y):
13:G-3-0,0-0-91
LOADING (psQ
SPACING 2-0-0
CS1
DEFL in (loc) Ildeft Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TO 0.54
Vert(LL) 0.23 9-10 >999 360
M1120 2491190
TCDL 7.0
Lumber Inomase 1.25
BC 0.62
Vert(TL) -0.53 9-10 >609 240
BCLL 0.0
Rep Stress Incr YES
WB 0.54
Horz(T1-) 0.20 9 n/a n1a
BCDL 10.0
Code FBC2007fFP12002
(Matrix)
Weight: 146 [b
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3m6-10 00 purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 MITak recommends that Stabilizers and required crass bmZcingb�e
installed during truss erection, in accordance With Stabilizer
Installation guide.
REACTIONS (lb/size) 9=954/0-8-0. 13--146410-8-0
Maur Horz 13=171 (LC 5)
Mv Uplift9=-435(LC 6),13=-924(LO 5)
FORCES (lb) - Mu. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-680/602, 3-5---1224/443.5-6--1538/635.6-7=-20551768,7-9=-2997/1258
BOTCHORD 2-13-5041707.12-13--612/608.11-12=-248/1111,10-11=-1058/2716,9�10=-106512727
WEBS 3.13---12491727,3-12-803/1697, 5-12--4721351,5-11�14SM7,6-11-336/1068,
7-11=-895/638,7-1G-0j285
NOTES
1) Unbalaunced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf, h=13ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise): cantilever
left e)posed; Lumber DOL--1.33 plate grip DOU-1.33
IN vf�'
3) This truss has been designed fore. 10.0 psf bottom chord live load wnconcurrent with any other live loads.
* . ......
4) This truss has been designed for a live load of 20.0ps! on the bottom chord in all weas where a rectangle 3-6-0 fall by 2- % .
G-0 wide will fit % N
between the bottom chord and arry other members.
5) Bearing at joint(s) 9 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface. Z 68182
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 9 and 924 Ito uplift at jolnC
13.
LOAD CASE(S) Standard
T F
N
,fol III
E FL Cert. 663
May 2,20
W�- V�fy�lnp�,s �d� MMS ON�MLD�
MiTek*
f
904P &.EastBNd.
s
T6aMoa-FLWEn"I15
Job
Truss
Truss Type
cry
Ply
Model 1587
T4DS681S
70052*
B7
SPECIAL
1
�Job
Reference Loptionaft
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140sOct 1 20D9 MiTekindustrigs, Inc. MonMay0209,37.5920II Page
.I- 4� -2-13 16-0-0 17 32-D-0
14.0 9��13
14.0 4-a-D 5�9�3 8.9-13
Scale 1:58.9
4X5 101120s�
5.00 F12 Sx6 M1120=
6 7
3X4 M]120-�- 3A M1120�
&6 1011201� W 14120��r
5 a
4 9
W M1120 11
3
12
13 SX6 M 9
WM1120� 5x6 M1120= I 1 10
2�
2X3 M1120 11
3A M1120= 14 W M]120�
5X8 M]120= 2 25 F1-2
4� Z�2-3 32-"
L
3�O 8-9-13--
Plate Offsets KY), T7:0-3-0.0-2-41
LOADING(pso
SPACING 2-0-0
CS1
DEFIL in (loc) Wall Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.56
Vert(LL) 0.24 10-11 >999 360
M1120 249/190
TCDL 7.0
Lumber Inorease 1.25
BC 0.62
Vert(TL) -0.62 13-14 >525 240
BCLL 0.0
Rep Stress [nu YES
W B OA8
Hou(TL) 0.22 10 n1a IVA
BCDL 10.0
Code FB02007fTP[2002
(Matrix)
Weight: 151 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-5-14 oc, purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid calling directly applied or 6-0-0 go bracing.
WEBS 2 X 4 SYP No.3 WEBS I Row at midpt 5-14
MiTelk recommends that Stabilizers and required aoss bracing be
installed during truss erection, in accordance with Stabilizer
installation guide.
REACTIONS Ob/size) 14=1456/0-8-0. 10=96210-8-0
Max Hoa 14--163(LC 5)
Max Uplfftl4=-9D4(LC 5), 10--431(LC 6)
FORCES Ob) - Max. CompAvlax. Ten. - All forces 250 (lb) or less except when shown.
TOPCHORD 2-3=-710/534, 3-5-5911531, 5-6---1566/565, 6-7-14OM56,7-8-2060/765.
8-10-3041/1234
BOTCHORD 2-14--445f734,13-14-294/1021, 12-13=-367/1592,11-12-1035/2750, 10-1 1=-104M768
WEBS 3-14=-263/268,5-14=-1850/992, 5-13--1121426, 6-13-1291417,7-13--4981246,
7-12=-389/1020,8-12-903/609, 8-1 1=01337
NOTES
1) Unbalanced foof live loads have been considered for this design. %%011111111111111
2) Wind: ASCE %% IN
7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.Opsf; h=13ft: Cat. 11; Exp B; enclosed; MWFR8 (low-tise); cantilever
%
left exposed; Lumber DOL=1.33 plate grip DOL-1.33 E
%
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurfent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all mew where a rectangle 3-6-0 tall by 2-0-0 wide will fit N 6 182
between the bottom chord and my other members.
6) Bearing at joird(s) 10 considers, parallel to grain value using ANSLrrPl 1 angle to grain formula. Building designer should verify capacity C1
bearing surface. = T I .
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 lb uplift at joint 14 and 431 b uplift at joi* -p '. T
10.
0
LOAD CASE(S) Standard
N I- %%%%
III
FL Ce
May 2,20
A a -us saFasausR
Desl,�nvcrcl
—
for useoraywifithMiTek�c1m this desgMsbosed onlyuponpanameterishown, anclis for an IndrAdualbundhocornponent.
App! caUrity of clecignffcmenters and proper of carnpartentisresponsUlty of budding des19W -notinuadeeignes. Wacho shown
pal
is for lateral suotoort of vld�alwebmemloersordy. AddWi�l�pOrCrybrachVtol�est�HftydLff�Qc�tru&on��etmo�Olilyofhe
MiTek'
er�tor. Addilional Pennarent brcing of the ovivail structure Ist,e req)onsbifty of the buidhig ct�gaer. For genetal guidarce regarding
fabrication. quality conitol, storage. deWery. croation and bracing, consult ANSI[rPil Quality Criteria. DSE-89 and Bat Buircling Cmponent
Salary Information avadable from Tru� Plate Invuhate. 781 N. Lee Street. Surte 31Z Alexandra VA 22314.
6914 Parke East Blvd.
T..p.. FLSS6104115
Job
Truss
Tr�-ss Type
Oty
Model 1587
70052�
138
SPECIAL
T.Trpo,
I
I
JPY
T40male
Job Reference Loptional)
Chambers Truss Inc., Fort Pierce R. 34982 TM a Oct 1 2009 IVIFFek Industries, Inc. Mon MayO2 09:38:00 2011 Page
V-01 1 13-0.0 19� 32-M
-4-0
1-4-0 411 8 4- 8.9-13
Scale 1:58.9
4x$ M1120=
4x4 M1120z�
4 5
5 OoF-2 3A M1120�1
6
are M1120--
9 3 ff
9
2 10 SX8 M1120= 7� 9
&.10 M1120��- ZW13 MI 1120 11
MI 0 11
3X4 MII20= I 3X6 M1120�
SX6 M1120= 2 25 F1-2
J: a 0 13�0 32�
2 41-- L":��2
4
� , 0-410 84.0 5-.2.3 8-9-13
Plate Offsets (X.Y): [4:0-5-4.0-2-41,
[111:0-3-0.0-0-97
LOADING (p4
SPACING 2-0-0
CS1
DEFIL in (loc) I/defl Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.57
VerftLL) 0.25 7-8 >999 360
M1120 2491190
TCDL 7.0
Lumber Increase 1.25
SO 0.62
Vert(TIL) -0.55 7-8 >591 240
BCLL 0.0
Rep Stress Inu YES
WB 0.93
Horz(rL) 0.19 7 n/a File
BCDL 10.0
Code FBC2007fFP12002
(Matrix)
Weight: 144 Ib
LUMBER BRACING
TOPCHORD 2X4SYPM30 TOPCHORD Structural mod sheathing directly applied or 3-6-3 oc puffins.
BOTCHORD 2X4SYPM30 BOTCHORD Rigid calling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 Mi7ek recommends that Stabilizers and required cross brad 9 �b.
installed during truss erection, in acccurclance with Stabilizer
Installation guide.
REACTIONS (lb/size) 7=925/0-8-0, 2=-189/0-8-0. 11=167610-8-0
MaxHorz2=147(LC5)
Mm LIjpift7--402(LC 6). 2-296(LC 8). 1 11�627(!LC 5)
Max Gmv7=925(LC 1), 2=69(LC 4), 1 1=1 676(LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forms 250 (lb) or less except when shown.
TOP CHORD 2-3-313/930, 3.4-1423/556,4-5�19201774,5-6=-1946/766. 6-7=-2891/1109
BOTCHORD 2-11-7791361,10-11=.915/409,9-10---361/1244.8-9=-92312611,7.8=-93Ot2629
WEBS 3-11-13591646. 3-10�706/2116.4-10---32gt2O3.4-9---268/874.5-9-184/574,
6.9=-849/584, 6-8=01326
NOTES
1) Unbalwoed met live loads have been comsidered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--A.2psf; BCDL--3.Opsf; h--13h; Cat. 11; Exp B; enclosed; MATFIS (low-rise): Lumber ,%%
DOL--1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water pending. %
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
5) * This truss has been designed for a live load of 20.0pst 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. 6 182
6) Bearing at joint(s) 7 considers parallel to grain value using ANSVIFPI I angle, to grain formula. Building designer should verify capacity oE
bearing surface.
7) Provide mechamical connection (by others) of truss to bearing plate capable of withstanding 402 IIJ uplift at joint 7, 296 lb uplift at joint 2 -10
and 627 [Ib uplift at joint 11.
T
LOAD CASE(S) Standard 0
oe
FL Cert. 6634
May 2,20
A W�- ON MZSAND�UDMMICSFC��JRPAGSWJ�74M
Deagnvold foruseonlywith Mitekconr�rectors. Thhde�gnLslacaed onlyurpor, pamnnefersshowr� and isfor an Individual buldre comioorent.
ApplIcability otde�gnlacmsnonters and Proper rtcorporaffion Of com�entiSAEcacrtsiblity, of bddN d"gner- net � dedigner. likocIngsho"
Is forlaterd support of kAividual web memimra only. Addffl�limporayUack)gtoi�est�URyd�gcomb�lon�theiespor��"lityofftve
MiTek'
erector. AddIffrond permanent bra"'I at thO Overall structure is Me 1-NPOnabliltv of ft building manner. For general gurdance regarding
fooricallom quality control, storage. do Kxy, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Corriponent
-P-w
Safety Information available from T� Plate ftfitule. 781 N. Lee Street. Sulte 312 Alexandra VA 22314.
6904 Parka East Btd.
Tampa, FL 3361 "116
Job Truss
Tr a Type
Oly
Ply
Model 1587
T4065817
70051 B9
HIP
IF" I
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982
7.140 a Oct 12009 MiTek Industries, Inc. Mon May 02 09:38:012011 Page
16-0.0 21��00
2'L5- 1 -,1,3 Kp
I is 5-0-0
610:1 5
.1. 1 6. 0, M41
Scale 1:57.7
4X4 M]1201�
U4 M1120-1
30 M1120=
4 5
6
5.00 Ff2 —
12
2 M
X3 1120�'
4 11201,�
2 M
>
2
8
---
-
3X6 M1120'— 12
3X8 M1120=
10 SX6 M1120,'
3X8 M1120=
&S V11120=
21�
32�
I 10-0.0
11�
Plate Offsets (XY): [2:0-3-0.0-1-81,
[8:0-3-0.0-1-81
LOADING (Pell
SPACING 2-0-0
CS1
DEFIL in
(loc) l/def] Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.33
Vert(LL) -0.27
8-10 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
SO 0.61
VerICTQ -0.74
2-12 >508 240
BCLL 0.0
Rep Stress Ina YES
WB 0.25
Horz(rQ 0.10
8 n1a n/a,
BCDL 10.0
Code FBC2007fFP]2002
(Matrix)
Weight: 149 b
LUMBER BRACING
TOPCHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 4-5-13 oc purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD
Rigid calling directly applied or B-2-5 oc bracing.
WEBS 2 X 4 SYP No.3
Mffek recommends that Stabilizers and required cross bracing �bo
installed during truss erection, in a=rdanm with Stabilizer
Installation guide.
REACTIONS (lb/SiZe) 2=12521M-0, 8--125210-8-0
Max Horz2-121(LC 6)
Mu UpIM2-582(LC 5), 8=-582(LC 6)
FORCES Qb) - Max. CompJMavr. Ten. - All forms 250 (lb) or less except when shown.
TOPCHORD 2-3�--2302/945.3-4�1998/846.4-5--1811/812,5-6---1811/812, 6-7=-19981846,
7-8---23021945
BOTCHORD 2-112=-771/2063,10-112�734/1960, 8-10--78212063
WEBS 3-12---324/306.4-12=-161/528,5-12�317/172.5-10--317/172, 6-10=-1601528.
7-10=-324/306
NOTES
1) Unbalanced roof live loads have been comidered for this design.
I 1111
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opst h=1 3ft; Cat. II: Exp B; enclosed: MNFRS (low-rise); Lumber
1 N
DOL=1 .33 plate grip DOL--1.33
V�§
4'�'
3) Provide adequate drainage to prevent water ponding.
4) This bass has been designed for a 10.0 bottom chord live load nonconcument with any other live loads,
..........
E IV
1.
Pat
5) * This Imes has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle
4�1
3-6-0 tall by 2-0-0 wide Will fit
between the bottom chord and my other members.
N 68182
6) Provide mechanical connection (by others) of tnuss to bearing plate capable of withstanding 582 Ito uplift at joint 2 and 582 to uplift at join
8.
LOAD CASE(S) Standard
T
�53
N
FL Cert. 6634
May 2,20
W�- V�fg �Ignp�� 0KMSjuVa=Laaaa W�BPAGEMJ.74" �� 10 Va �ouu,
IRMINR
Dedgnvolidfor useordy w1h Milek cornedon. Thb designisbase,cl "uponpaammerssho� and storanindviclual building component.
AQ91
Appllcohlity ofd�gnraram.ntmand proper hcorporaffon ofconnocrontisresponsiblilyofibuldhig de�gnrer- not �deJgner. Bracing rhown
Isforlaterdsupportof divIdualwebmemloemordy. Addifionaltmpuary�achgtol�eg&P*dyd��comtTuahonis�er�onsbUri�/of�o
MOW
creator. Additoncdpemanmtbrachgof��wdlsbuct�Lsther�ormb3ilVof�bLAdhgde�g�r. orgenerotguldonceregardrig
fabdeatomqudHycontol,stmage.doiNeq,ereConmd�Qchg.co�t ANSIAP11 QucdflyCdteda.DSB.89wd�[Bud�gC=pwent
6904 Parke Ea� BlVd.
SafetyInfomoffort cval1ablafr=7ruaPlWeIrWffuta78l N. Lee Street, Wte= Nexandda. VA22314.
Tarnlpa. PL 33610-4115
r
J ob T uss
Truss Type
Qty
y
ly
Model 1587
T40668119
70051 B
SPECIAL
I
�
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 12009 M[Tek Industries, Inc. Mon May 02 09:37:50 2011 Page
.14-0 �.rr 9�
28�"
14� 3-4-0 Too 1-4—l'
5-8-0
7�7-7
Scale 1:52.1
7xS M1120--
2X3 M1120 11 3X6 MIIZD= 3x4 M112O= 5X6 M112O=
Sm rl —2 6
ass M1120—,
3
�2
it
13 4x12 MII20=
A 4MI120
6 MIJ
3X8 X8 4A 120= 11
8 M1121--
10 9
W M1120 11
2x3 M1120 11 ass M1120 11
4x8 Mll�= SX4 M1120 11
24 M1120 11
3. 00 rl _2
9
3-4-0 204-9
�34
a
0 M2 7-4-9
I V-7
Plate Offsets (X,Y): [2:0-1-6.Edgel, r4:0-4-0.0-2-2]
LOADING (psi) SPACING 2-0-0
CS1
DEFIL in
(loc) I/det Ud
PLATES GRIP
TCLL 20.0 Plates Increase 1.25
TO 0.77
Vert(LL) 0.24
13-14 >999 360
M1120 249/190
TCDL 7.0 Lumber Increa,se 1.25
BC 0.72
Vert(rL) -0.46
13-14 >713 240
BCLL 0.0 Rep Stress Incr YES
WB 1.00
Horz(TQ 0.18
9 rtfa n/a.
BCDL 10.0 Code FBC2007fFP12002
(Matrix)
Weight: 160 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Stmctural wood sheathing directly applied or 3-7-13 oc patina, except
BOTCHORD 2 X 4 SYP M 30 -Exmpt-
endverticals.
5-11,15-17:2 X 4 SYP No.3 BOTCHORD
Rigid miling directly applied or 5-9- 14 so bracing.
WEBS 2X4SYPNo.3
MiTek recommends that Stabilizers and required cross b--.,.g b.77
installed during truss erection, in accordance with Stabilizer
I
Installation guide.
REACTIONS (lb/size) 9=1015/Mechanicad, 2=1114/0-8-0
Max Harz 2--240(LC 5)
MaxUpIIft9-50S(_C4),2=-510(LC5)
FORCES (Ils) - Maur. CompJMax. Ten. - At[ forms 250 (lb) or less except when shown.
TOP CHORD 2-3---3736/1625, 3-4=-2195/1000.4-5=-2209/1095,5-7-2211/1104,7-8---154al769,
8-9=-934/521
BOT CHORD 13-14=-151613160,12-13=-97012013, 5-12-273/231, 10-11=-151/432, 2-14=-161013395
WEBS 4-13=96/408.10-12-620/1116, 7-12-365/728, 7-10--714/491,8-10---819/1644,
3-14---307/811, 3-13---1176/616
NOTES
"titJ1111111111
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf: BCDL--3.Opsf; h=1 3ft; Cat. 11; E)p B; enclosed;
MWFRS (low-rise); Lumber %0I IN 1"
DOL--1.33 plate grip DOL--1.33
2) Provide adequate drainage to prevent water ponding.
3) This truss hats been designed for a 10.0 bottom live load live loads.
1%%
% E N***
psf chord nonconcturrent with any other
4) * This truss� has been designed for a live load of 20.Opsf on the bottom chord in all areas where a recmngla
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
N 68182
5) Refer to girder(s) for truss to truss, connections.
6) Bowing at joint(s) 2 considers parallel to grain value using ANSVrP1 I wigle to grain formula. Building designer
should verify capacity at
bearing surface.
bearing 508
7) Provide mechanical connection (by othem) of mass to plate capable of withstanding lb uplift at joint 9 and 510 lb uplift at join
T >6 F
2.
4";N
LOAD CASE(S) Stwdwd
C
� _J'%'
.0� %
%%
O� �AM
JP
fill I II0%0%
FL Cert. 6
May 2,20
A wt�- 74" . 10VSW7OJLB=
Dedgnvalld foruseordy %4th MiTek comectors, ThisdesIgnIsbosed OdYuPan Parometassho� and a for on inclAdual buBding cornponent.
Nil
Applicablity of designffOManterSQnd PTOPo' MOTOPOIJOrl Of COMPOnerd ISOwlacrablIty ofbWdng designer -not trusadesigner. Bracmganw,
Is for lateral suoport of ivIdualwebmemloersordy. Addihomitempom��achgtol�establftyd ' orotrucilm Is me rosoonsbility of the
MOW
enector. Addifond pesmanent bnacff� of the overall structure Is the reVonsbafty of " building deal I"= general gJdance regarding
fabrication, qud , de very. erection and bracing, consult ANSI/TPII Quality criteria, D511-89 and Bal B.Odng Cornpon..1
.
Safety Information ov.flable hor� T�' Plate Irwittute, 781 N. _� Sh"t Surt. 31Z Nardric. VA 22314.
seas Parke East BW.
Ternpa, FL 33610411S
Job Truss
Truss Type
City
Ply
Model 1587
70051 0
HIP
I
T4066819
1�h Refere— (olational)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 12009 MiTek Industries. Inc. Mon May 02 09:38:03 2011 Page
-14-0 9 1 -0 23-0.0
17W
3W.
1.11 1 1
7-0-0 4.0
SWI. 1:57.8
7MOM111811!�
2x3 M1120 It
7XIOM1118H,'
S. 00 ri-2 3 4
5
2e
6
1C,
a �7
ax5 M1120� 10 9
a 3x5 M]120�
W M1120 11 SX8 M]120=
2X3 M1120 11
7�
Plate Offsets MY), [2:0-3-0.0-1-87.[3:0-5-12,0-2-01.[5:D-5-12.0-2-Ol.r6:0-3�010-1-81.[9:0-4-0.0-3-01
LOADING (pso
SPACING 2-0-0
CS1
DEFL in
(loc) Well Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.49
Vert(ILL) 0.17
9 >999 360
M1120 2491190
TCDL 7.0
Lumber Increase 1.25
BC 0.56
Vetl(TL) -OAS
2-10 >840 240
M1118H 195/188
BCLL 0.0
Rep Strew Incr YES
WB 0.27
Horz(TL) 0.11
6 nra n/a
BCDL 10.0
Code FBC2007/TPI2OO2
(Mamx)
Weight: 140 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 4-2-2 oc puffins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD
Rigid calling directly applied or 7-11-5 oc, bracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing �ba
installed during Imes erection. in amordance with Stabilver
Installation guide.
REACTIONS (lb/size) 6=1252JO-8-0, 2=1252fO-"
Max Horz2=-1O5(LC 6)
Max Uplift6_573LC 4). 2=-573(LC 3)
FORCES Ob) - Mv. CompJMax. Ten. -All forms 250 (11b) or law except when shown.
TOPCHORD 2-3---2295/978,34=-2415/1164,4-5-2415/llr>4,5.6--22951978
BOTCHORD 2-10-780/2025,9-10�77912033.8-9=-796/2033.6-8---797/2025
WEBS 3-10=0/356,3-9--254/608,4-9-355/280. 5-9-254/608. 5-8--01356
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-smond gust); TGDL,4.2psf; BCDL-3.Opsf: h=1311; Cat. 11; Exp B; enclosed;
MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL--1.33
3) Provide adequate drainage to prevent water pending.
IN
4) All plates are MY20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconmrrent with any other live loads.
%
N
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all wow where a rectangle
3-6-0 tall by 2-0-0 Wide Will fit %
between the bottom chord and my other members.
7) Provide mechanical connection (by others) of truss to beajing plate capable of withstanding 573 Ita uplift at joint 6 and 573 b uplift at jointz 68182
2.
LOAD CASE(S) Standard
F Z
A, %
%
%%%
FL Cert. 6634
May 2,20
A PULFIRUM- �. 1010811131�0)?S=.
—
DosIgnvolldforux,only with Mirekoornectors.ThIsdeaIgn Is based orty upon Parametessmown� and �fcr an indivIduallaWdingcornpo
Appl�abflly of designpocromentesond of conn,Ponent Is respors!NItty of bLOdhg designeo -nottruss dedgner. Bracizil.
hforlatend �port of hdividual web mernmrsonly. AddilloncitemporaryUacling to fnsurestablIllyclurin7constructonis the Ina
responsiallilty of
arecta. Additonal perrnonent bracing of � overall structae Is Ina resperobilify of the Wding deagm. orger,enalgUldonceregording
fabrication, qualry control. storage. deli,ery, erection end kxqchg. consul ANSVrPII Quality CHIela, DSB.89 and BCSI Building Coraponent
Safety Infornnalion avoilable from Tacs Plate Institute 781 N. Lee Street Suite 312 Alevandric, VA �314.
690,4 P.*. E.st Blvd.
Tarnpa. Fl. W61 04115
Job
Truss
Truss Type
Oty
Ply
Model 1587
70051!
GRA
HIP
I
I
T406682c
=
Job Reference fortlDnall
Ch-ambers Truw Inc., Fort Pierce Ff. 34982 7.140 a Oct 12009 MiTelk Industries, Inc. Mon May 02 09:38;04 2011 Pal
-1-4-0 7-0-0 13�O 20-0.0
7-0-0 6�O 7�
scale 1:37.7
4xS M1120=
5X6 M[120-'
3 10 11 4
S. 00 r7i-2
J
- 6 6 17
a 12 13
9 7
4X5 M1120= 3X6 M1120- 3X4 M112l 4x5 M1120=
2x3 M1120 11
7� il--00 20-0.0
7�0 6.0-0 7-0-0
Plate Offsets MY): [2:0-1-14,0-0-2l,f3:0-5,4.()-2-41,[5:0.1-14.0-0-21
LOADING (psl)
SPACING 2-0-0
CS1
DEFIL in (loc) Well Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.54
Vert(LL) 0.14 7-9 >999 360
M1120 249/190
TCDL 7.0
1-6mber Increase 1.25
BC 0.54
Vetl(rL) -0.28 7-9 >835 240
BCLIL 0.0
Rep Stress [nor NO
WB 0.23
Horz(TL) 0.09 5 n1a n/a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 83 b
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-0-0 oc, purins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid �illng directly applied or 6-1 -10 oc bracing.
WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required crow bracing �be
installed during truss erection, in accordance with Stall
Irstallation guide.
REACTIONS Qb/size) 2--1487/0-8-0, 5=1487/0-8-0
M� Hoa2=-89(LC 6)
Maoc Uplift2=-691 (LC 5). 5-891 (LC 6)
FORCES Qb) - Meet. CompJMax. Ten. - AM forces 250 (lb) or less except when she=.
TOP CHORD 2-3=-2990/1612.3-4=-2704/1647.4-5-2991/1612
BOTCHORD 2-9�1436/2677,7-9--143912703.5-7-1374/2677
WEBS 3-9=-911716,4-7=-118,717
NOTES
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-secend gust); TCDL--4.2psf; BCDL=3.Opst h=131t; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate gdp DOL--1.33
3) Provide adequate drainage to prevent water pending. 011 1 N
4) This truss has been designed for a 10.0 Pat bottom chord live lead nonconcument with my ether live loads.
5) * This truss has been clesitmed 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
GEN
between the bottom
chord and any other members.
6) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 891 lb uplift at joint 2 and 891 lb uplift at joint
5. 68182
7) Hangeds) or other connection devil shall be provided sufficient to support concentrated loal 178 Ila down and 218 He up at 7-0-0.
113 Ile down and 135 b up at 9-0-12, and 113 lb clovm and 135 Ila up at 10-11-4. and 178 to down and 218 lb up at 13-0-0 on top one
and 355 R) down and 140 lb up at 7-0-0. 90 lb down at 9-0-12, and 90 lb down at 10-11-4, and 355 Ito down and 140 Ite up at 12-11-4 a
bottom chord. The clesigntselection of such connection clevice(s) is the responslibility of oth am.
T F
8) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B). 10.
LOAD CASE(S) Sta�nclarcl Q
4) Regular: Lumber Inl Plate Increase=1.25
Uniform Loads (plo 40 IN
Vert: 1-3=--54, 34m-54,4-6--54,2-5---20
lifill
Concentrated Loads (b)
Vert: 3=-1 78(F) 4=-178(F) 9=-343(F) 7=-343(F) 10-1 13(F) 11-1 13(F) 12=-45(F) 13=-45(F) FL Cert. 6634
May 2,20
A W�-V�fij�14ap���d�M�ONMrSAM�M�"���EPAORMI.74" �. -
l3cel = nvoild for use any with MiTek cer,necton. ft dedgn Isibwad ordy Lpon ccrarnetwdnov� and N for an incivIdual �ding ccnaipor�ent.
cobility of clasignrann..temanc! proper Incorporalim of corntacnent lsrespore�lllly of building dedgner � not ftl dwil sel �o� Mal
eforlatwol dividualwebmem�orJy.Add�naltem�mry�achigtol�estabuitydurh7comh�hmisffier�orsUlltVotfive MiTek'
erector. Additional Permanent bracing of the overal structure isthe reporwabtV of the buldhQ designer. orgar,oraiguldorcoaregal --------
fabrication quality, control, storage. all erection and! IxoCing, Comult ANSIl Quality cril DS"9 and DCSI BuMn, Conn,on.,f 6904 Parke East 3vd.
Safely Inforychon avallable froan Tnus� Plate b-z"e, 781 N. We Street, Suite 312 Alexal VA 22314. reap, FL 33610-4115
Job Truss
Truss Type
y
7OD59 GRB
1"'
COMMON
I
ip" 2
T406682i
Chambers Time Inc., Fort Pierce R. 3082 7.140 a Oct 12009 MiTek Industries, Inc. Mon May 02 0938:05 2011 Page
7-0-12 10" 13-6-9 20-0-0
7-0-12 2-114 3�9 ".7
Scale 1:34.9
4X4 M1120 11
4
3X5 M]120�
5.00 1-2 3 3X6 M1120-1
4
2 6
L'_�
9 11 12 13 14 is 16
10 8 7 L--f �
WO M1120� 5X6 M1120= 6A M1120= 3X8 M1120 11 Wo M1120-1
W M1120 11
k
7�12 1Z--99
7�12 &5.7
Plate Offsets (X,Y): [2:G-3-1.0-1-81.[6:0-3-1.0-1-81
LOADING (pso
SPACING 2-0-0
CS1
DEFL in (Ioc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.56
Vert(LL) 0.18 6-7 >999 360
M1120 249/190
TCDL 7.0
Lumber increase 1.25
BIG 0.75
Vert(FL) -0.35 6-7 >672 240
BOLL 0.0
Rep Strass ]nor NO
WB 0.86
Horz(TL) 0.08 6 We n/a
BCDL 10.0
Code FBC2007/TP]2002
(Matrix)
Weight: 211 lb
LUMBER BRACING
TOPCHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-3-12 oc puffins.
BOTCHORD 2 X 6 SYP No.2 *Except* BOTCHORD Rigid calling directly applied or 8-3-10 oc, bracing.
6-9:2 X 6 SYP 240OF 2.GE
WEBS 2 X 4 SYP No.3
REACTIONS ifti/aze) 6--5808/0-8-0, 2--401410-8-0
MaxHorz2=130(LC5)
Max UpIM6--2580(LC 6),2---2066(LC 5)
FORCES (lb) - Maur. CompJMax. Ten. - All forces 250 Ob) or less except when shown.
TOPCHORD 2-3�--926414524,3-4=-7226/3474,4-5-7241/3465,5.6-10212t4618
BOTCHORD 2-10--4143/8437.8-10--4143/8437.7-8---4169/9347.6-7=-4169/9347
WEBS 3-10-1303M96,3-8---252411497,4-8--2571/5362.5-8---3372/1443,5-7=-111=952
NOTES
1) 2-ply truss to be connected together with 10d (0.131'x3') nails as folio":
Top chords ccinnected as follows: 2 X 4 - 1 how at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 nows at 0-7-0 oo.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads we considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD GASE(S) section. Ply to ply I N
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 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL--3.Opsf; h_1311; Cat. 11; Exio B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL=1.33 N 68182
5) This truss has been designed for a 10.0 Pat bottom chord live load nonooncurrent With arry other live loads.
6) * This Iniss has been designed for a live load of 20.0fisf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fic
between the bottom chord and amy other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2580 lb uplift at joint 6 and 2066 lb uplift at ___10
joint 2. T
8) Harnger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2237 Is down and 1310 Is up at
7-0-12,995 0) 514 fts 9-0-12, 995 lb down 413 111
clown and up at and up at 11-0-12, 995 Is down and SM lb up at 13-0-12, 995 lb down
-0-12, and 1081 lb clovim and 425 lb up at 17-G-12, and 998 to down and 426 lb up at 19-0 %
and 415 lb up at 16 -12 on bottom chord. The .... ..
clesign/selection of such connection device(s) is the responsibility of others. IN
LOAD CASE(S) Standard fill ill
1) Regular. Lumber Increase=1.25, Plate Iricnease=125
Uniform Loads (pit)
��34
Vert: 14=-54,4-6-54,2-620 F FL Cert.
May 2,20
Continued on page 2
74M
Dissignvalldfor useoNy with Mitek connettom ThIsdesign Is based OrdY uPcr, Pacltersslho� md isforcmindividud bading con,conent.
Applicability of designccromentemoncl Proper, incomoration of componemLsmsporoIbIlly of building designer- not Truss designer. Ewscing sro�
is forloterd stiPpon of Individual web mennicers orily. Addiffmol tempccary bracing to durinii construction Is the responsibility of no
erector. Adollorodpermanembrac" of�Ovwdls#UctMetsthO�PO�ityof��dbgd"gw.
MiTek
orgenero1gurionceFeifard1rx,
fabrication. qWfty control, storage. dalory. erection and &0�9, Ccradt ANSIAPIT Quailty fniterla, DSB-89 and 11�1 Ituncting Component
safety Information mcilable mcm Truss Plate Institute. 781 N. Lee street Suile 312 NexandrIm VA 22314.
69M P.rw, Eact BW.
Tampa, FL 33610-4115
Oty Ply
T406WI
70051 GRB COMMON 1 —1
Job Trms Trms Type Job Reference (optional)
Tcrou 2 � model 1587
Chambers Trms Inc., Fort Pierce Fl. 34982 7.140 a Oct 12009 MiTek IndListries, Inc. Mon May 02 09:38:06 2011 Page 2
LOZ CASE(S) Standard
Concentrated Loads (lb)
Vert: 10---2237(B) 11-995(B) 12-995(B) 13--995(B) 14=-995(B) 15---1081(B) 16-998(B)
",V111111111,
% 0 1 N V
% ..........
N 68182
T F
0
%%
JI N
FL Cert. 6634
May 2,20
Desg lid for use any willn Mffek connaclors. RhS deagn 13 based any upw perorneterssho� and 6 far on ln"d� bulding component.
Appjjg�lrtfry of deSgriffarnantersancl proper incorporaflon of compar,*r,thrSSpcnSbRN of buldhQ d"mer - rof�doggner. Brachgshown
is for lateral 9,3port of Mdualwebmarniberso*. Addfflo�itemmrary�achigtol�estab4ltycILuhlmmtucflonistheresp�4lityoftra
Welk'
erector. Addfibor� permanembracing of the OVeral structue Nthe maoonsJbility of the btAdhg designer. orgerweralgddanceregarcring
fabrication, quolfty contiol, Storage. delivery. erection and Uacing, conaUt ANSVTP11 Qualill, Criteria. DSB.89 and Bat Building Corrponant
safety Information available from Tnrra Rate iratifde. 781 N. Lee Sheet. SLAte 312 Alexandria VA 22314.
6�P r1aEaaBW.
T..p..FL M61 0-4115
Job
Truss
Truss Type
Oty
Ply
Model 1187
T4066822
7005i
GRG
SPECIAL
�
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 20D9 MiTek Industries, Inc. Mon May 02 09:38:07 2011 Page
1 1
3-4-0 13.0-0 L Ogg 2Z-_l 1;37
14-0 4.0 1-8-0 3:0F10 6-0.0
Scale 1:52.1
5xI2 MIIHSH� 4X8 M1120=
2X3 M1120 11 5X6M1120WB= 24 M1120 11 5X8 M1120-
5. DO FI-2 5 6 7 a 9 10
5XI6 1,11120�
10XIO M1120=
'm"' m
4"'u
2
7 16
16
7xlOM1120=
19 18 W M1120 11 14 13 12 11
WO M]120= W M1120 11 W MII20 11 Bids M1120= 5XIO M1120= W M1120 11
4x8 M1120=
1-8� 3-4 -1 1-7
gl
4 6 '3
Plate Offsets (X,10: [2:0-10-2.0-0-61.[3:0-3-4.0-2-81.[4:DA-8,Edqel,[7:0-3.0,Edgel.fi3:0-3-8.0-2-81,fl5:0-4-O.Edgel,[19:0-3-8.0-2-01
LOADING (psf)
SPACING 2-0-0
CS1
DEFL in (Ioc) I/dell Ud
PLATES GRIP
TCLL 20.0 .
Plates Increase 1.25
TC 0.96
VerI(LL) 0.61 15 >537 360
M1120 249/190
TCDL 7.0
Lumber Increase, 1.25
BID 0.82
Vert(TL) -1.01 15-16 >326 240
MII18H 195/188
BC1-L 0.0
Rep Stress Ina NO
WEI 0.97
HorzCFL) 0.33 11 n/a n/a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 157 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP M 30 *Exwpt* TOPCHORD Structural wood sheathing directly applied, except end verficals.
1-5:2X4SYPM31 BOTCHORD Rigid calling directly applied or4-3-10 oc bracing.
BOTCHORD 2 X 4 SYP M 30 -Except' WEBS 1 Row at midpt 10-11.8-12
15-17:2 X 4 SYP M 31 MiTek recommends that St abilizers and required crass bm.mg be
WEBS 2 X4 SYP No.3 *Except* installed during truss erection, in accordaulce with Stabilizer
4-18,6-14,13-15.10-12: 2 X 4 SYP M 30 Installation guide.
REACTIONS (lb/size) 11=2257IMechanical, 2--214M-8-0
MaxHorz2=199(LC5)
M�Uplihll-1304(LC4),2=-1214(LC3)
FORCES qb) - Max. CornpJMax. Ten. - All forces 250 Qb) or less except when shown.
TOPCHORD 2-3=-3890/2136, 34=-7066Y397g,4-5---768514357,5-6-6944/4083. 6-8---682414025,
8-9�3175/1839, 9-10=-3175/1839, 10-11=.2135/1317
BOTCHORD 2-19---197813400, 18-19=-4291754,16-17=.317615437,15-16--3196/5489,13-14-3211569,
12-13-2865/4956
WEBS 17-18---135/256, 6-15-621/580, 3-10�--1263/761,17-19=-1668P2849, 3-17=-1735/3023,
5-17-1083/1988.5-16--2561684. 5-15-960/1558,13-15=-2566/4425. 8-15---127512052.
8-13=-342t4O7, 8-12---2081/1199.9-12=-SB8/540,10-12=-2078t3586
N I..
V'k-,
,:,
NOTES . 4
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.Opsf; h--13ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber E N
DOL--1.33 plate grip DOL--1.33
2) Provide adequate drainage to prevent water ponding. 68182
3) All plates we MT20 plates unless otherwise indicated.
4)This trusshas been designed fora 10.0 psf bottom chord live load monconcument with anyotherlive, loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whom a rectangle 3-6-0 tall by 2-0-0 wide will fir —
between the bottom chord and any other members. — -U -.
6) Refer to girder(s) for Imes to truss connections. -,53 T IJ4
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1304 Ita uplift at joint 11 and 1214 0) uplift at 0
joint 2.
.8) Girder carries hip end with 0-0-0 right side selback, 7-0-0 left side setback, amid 7-0-0 and setback.
9) Haonger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 326 Ita up at 7-0-0 on %%
bottom chord. The desigrilselection 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 from (F) or back (B).
LOAD CASE(S) Stanclud Ce�.
May 2,20
I Continued on page 2
AM J=M�W=JiNET�PAGJRMI-7473
D�gnVclld fauseonlyw1h, Mlek connectors. R)h deggriliti,,csod ONY ulnal)allctenidil� ond! � mr,nIndlVIdUid buidir, com,iortent.
Applicabilityotdiesign �aamentemadl pro,cerinoor,oxotion ofcomparientisresponsloRty0fixuldhig dailgner- nottrus; designer. Brocingshown
Lai
�fori&erd�po0ofhdivUua)webmm�orly. Additional temporary tvacing to ivium stablity during coratruclon Is the n000nsollity of the
erector. Addillonad permanent bracing of me overoll 51ruclum Is the resporsbUily ofthe building de�gna. For geneml guidance regordir.,
KWIC
---
fabrication, qWfty control, storage. dollory, erection and 0mch'g, consult ANSIfTPII shinny Criteria, DSB-69 ad BCSI Building ComPonent
Sidely Information avoloble from rnxi Plate Inalffirta 781 N. Lee Streel. Suite 31Z Alexandfliz VA 22314.
69" Purk. Eric evil.
Tenve. FL 3361�115
GRC
LOAD CASE(S) Standard
1) Regulan. Lumber Increase=1.25, Plate Increase=1.25
Unifform Loads (plo
Vert: 1-5---54,5-10---118(F---64),2-18-20,16-17-20,15-16---44(F-24),11-14---44(F=-24)
Concentrated Loads (Ilb)
Vert: 16---475(F)
V
N 'lee
68182
T F
0%
N %%,* %%
1JI11111
FL Cert. ' �634 - - I
May 2,20 1
AW�- Vr6j, d�NOTIRS ON W�R11F�EPAGSWI 74M �. 10-WSE&F0JZB US-
Desgnvand for usacnlywith MITek coarectom. MIs designtsbased onlYL4ponparametersshowrt and Is for on lndMdud building component.
Mp"cabillty of designparamentersanc! proper inocstcoraflon of component Is resoonobillry of bLddhg derigner -not onus�deslgnsr. BracInghwn
Idercl suoport of Individual web members only. Additional temporary ba,cing to I�o stobIlIty dLhg constnicticn is Me re�pordbglHy of he
M!Tek'
erector. Additonal pennisnent bracing of the overcil structure isMe responsibility of the bLAdk)g dasgner. For general guidance regarding
falb4caton, quality control, storage, dauhterV� erecton and bracing, Consult ANSVrPI1 Quality Crilefia, DS8.89 and BCSI Budding Cornponenl
$dory Infannallm avaaclole from Truss Plate InsiflUe. 781 N. Lee Street Sulte 31 Z Alexandra VA 22314,
69M Parke East Btel.
Terns, FIL 3361 G�41 15
Job
Truss
Trass Type
Oty
Ply
Model 1687
7005�
GRO
HIP
I
I
lob
T406W21
Reference (o2tkrmft
Chambers Truss Im., Fort Pierce R. 34982 les,lnc. MonMay0209:38:09201I Page
_14� I 7� 13�9 18-117 25-" 32�O 334�O
1
14�0 7-" 610-9 7-0-0 _1�1��_o
Scale. 1:58.1
5x8 M1120'- 3a M1120=
3X4 M]120= 5x6 M1120 VVB 5x8 M1120-1
5 00 5_2
3 15 16 4 17 5 6 18 19 7
2 a
410141120- 14 20 21 13 22 12 23 11 24 25 10 4XIO M1120=
M M1120= 5xl2 MlII8H VVB 2.3 M1120 11 3X6 M1120=
&4 M1120=
7 25-0.0 P
63.�g
0.9 6�9 7V
Plate Offsets MY): [2:0-0-0.0-0-41.[3:0-4-0,0-2.21,[5:0.3-0,Edqel.[7:0-4-0.G-2-21,[8:Edge,0-0-41
LOADING (pso
SPACING 2-D-0
CSI
DEFIL in (loc) Udell Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TO 0.84
Vert(LL) 0.61 11-13 >618 360
M1120 249/190
TCDIL 7.0
Lumber Increase 1.25
BC 0.72
Vert(rL) -1.03 11-13 >365 240
MII18H 195/188
BOLL 0.0
Rep Stress Incr NO
WB 0.52
Horz(TQ 0.27 8 n/a n/a
BCDL 10.0
Code FBC2007fFP12002
(Mabix)
Weight: 145 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directlyapplied or 2-4-0 oc purlins.
BOT CHORD 2 X 4 SYP M 31 BOTCHORD Rigid wiling directly applied or 4-0-4 oc, bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14.6-10
MiTelk recommends that Stabilizers and required cross bracmg be
installed during truss erection, in accordance with Stabilizer
Installationaulde.
REACTIONS (lb/size) 2=2405/0-8-0. 8=-2406/0-8-0
Max: Horz2=-89(LC 6)
Max UpIift2_1360(LG 5)p 8�11375(LC 6)
FORCES (lb) - Max. CompJMax. Ten. - All forces 250 Ob) or less except when shown.
TOPCHORD 2-3-524SM07,34--481 1PZ742,4-6---663213807, 6-7=A8l2)2726,7-8-5248t2889
BOTCHORD 2-14=-256214739,13-14=-3675/6632,11-13--3676/6636,10-11-367616636p
8-10---2565/4740
WEBS 3-14=�626/1471,4-14--2128/1213.4-13=0/510, 6-11--0/510.6-10=-2151/1230.
7-10---633/1480
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second TCDL--A.2psf; BCDL--3.Opsf; h=13ft; Ot IN
gust); Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL=1.33
E N
3) Provide adequate drainage to prevent water ponding.
4) All plates we MT20 plates unless otherwise indicated.
5) This buss has been designed for a 10.0 Pat bottom chord live load nonconcument with my other live loads. 68182
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle M-0 tall by 2-D-0 v4de will fitL
between the bottom chord and my other members.
7) Provide mechanical connection (by others) of muss to bearing plate capable of wirthstanding 1360 Ib uplift at joint 2 and 1375 b uplift at
joint 8. .10
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 218 lb up at 7-0-0, T
113 Ith down and 135 lb up at 9-0-12,113 lb down and 135 lb up at 11-0-12,113 b down wd 135 b up at 13-0-12,113 th down "d I
ito 15-0-12,113 Ila down 135 lb 16-11-4.113 lb down
up at and up at and 135 lb up at 18 -114,113 lb down and 135 lb up at 20-11-4,
and 113 Is down aux! 135 Ith up at 22-11-4, and 178 lb down and 218 lb up at 25-0-0 on top chord, and 355 to down and 140 lb up at %
7-0.0,90 Ib down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12,90 lb down at 15-0-12, 90 11b down at 16-11-4, 90 to down at '�f IN It- %
18-11-4,901bdomat 20-11-4, and 90 lb down at 22-11-4,and355l1bcIowns.nc1l40Ibupat 24-11-4 on bottom chord. The IIIII
clesign/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 am noted as front (F) or back (B).
LOAD CASE(S) Standard r FL Cert. �634
May 2,20
1 Continued on page 2
Design valid for useordywith Mirske"actors. Ta design Is based orgy upon parometerseho� and Is for an 1,cMdual bLddhg rompoaent.
my
Appicadlity, of dasign Foramenters and proIaerincorporallon of comIpanent Is reponsbility of bdding doAgner Ikocingshown
is for Weral saqPWrt of individual web menrlbas only. Addirwal temporary bracing to Jr,a, stabuity duk)g consimcflon lsthe resporabillity of to
erector. Addillond permanentlaracing of� overall sinschsebth9respansibility, oftheWdrig designer. For general guldanceregarding
MiTek*
t.ladcaton. quailly control, storage. delivery, erectlon and bracing, Consult ANSIfrPII QUdlly (rruaria, DSB.89 and BCSI Building Cornponent
safety Information avloble from Trues Plate hsthrm. 781 N. We steal. &&a 31Z Alexancida VA 22314.
6904 Park. E.4 8W.
Tmpa. FIL 336104115
Job
7005'2
Trms
GRID
Twss Type
THrOP
Qty
1
PII,
Model 1587 T4066823
Job Reference (optional)
Chmbers Trms Inc.. Fort Pierce Fl. 34982
7.140 s Oct 12009 MiTek Industries, Inc. Mon May 02 09:38:09 2011 Page 2
LOAD CASE(S) Standard
1) Regulw. Luffber Increase=-11.25, Plate Increase=11.25
Uniform Loads (plf)
Vert: 1-3-54, 3-7-54, 7-9=54, 2-8-20
Con�centrated Loads (lb)
Vert: 3=-178(F) 5-113(F) 7-178(F) 14=-343(F) 4-113(F) 13---45(F) 1 1=A5(F) 10--343(F) 61 13(F) 15-113(F) 16=-1 13(F) 17=-1 13(F) 18=-1 13(F) 19-1 13(F)
20=-45(F) 21=-45(F) 22=45(F) 23---45(F) 24--A5(F) 25--45(F)
11,11111111111j,
0" IN V 41
1% ...........
E N
N 68182
T F W
N
it tto
FL C;rt. 6634
May 2,20 1
A W�-Vco�i4.p�...d�M�OM=rS�=LM�ffl���EPAGEMI-74M �. ja,V)S�M=
—
Dem 1valld for uma �y wfth Mffek comectom RIs closign Isbaced orty upon parameters sl�� and Is for an Iridividuol biAdng c.ponent.
Appigtollt, of design paramentem and Proper incorporation otcomponent Is respc�bflfty of IcLAdirig designer -not tnrss designer. Bracing ��
Iml
bf.rtateso oflrdividuadwebmembersorty. Addiflonaltm�ryUachgtol�"�gNd� C= 11o" Ildliec, oftha
erector. A pemanent bracing of tne overdl �e Is the resioamblity attire bulding designer.7. a.-C. 9.
WeW
faixicarloR quality control, storage, delivery, ere�. ond bracing. consUl ANSIZ" 00"N"Iefla, DSB-89 and BCSI Building Cornponent
690,1 Parks E.4 BW.
Safely Infamation wadable froan T� Plato br�trdo, 781 N. Lee Sn"t Wte 31Z �Jexrrdft A22314.
Tarnpa, FL336104115
Job
Truss
Truss Type
Oty
Ply
Model 16=87
70052
GRE
HIP
1
1
T4066824
Job
Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.140sQct 12009MiTekIndustries,inc. MonMay0209:38:112011 Page
7� 12-2-0 L74:2 244-0
--i'Vo
I
7-0-0 5-2-0 7-0-0
Scale 1:44.9
4X8 M1120�
24 M1120 11 4xS M1120=
S. 00 F1 —2 3 12 13 4 14 15 5
2 6
7
11 16 10 17 9 18 19 8
4X6 M1120= ZX3 M1120 11 4X6101120— W M1120= 2X3 M1120 11 4W M1120=
7-0.0 V2;2.-00 W74o
7� '_21 �7
Plate Offsets (XY): 12:0�1-10,0.0-21,[3:0-5A.0-2-41.rS:0-5-4,0-2-41.[6:0-1-10,0-0-21
LOADING (pso
SPACING 2-0-0
CS1
DEFIL in (loc) Vast Ud
PLATES GRIP
TCLIL 20.0
Plates Increase 1.25
TC 0.58
Vert(LL) 0.25 9 >999 360
M1120 249/190
TCDIL 7.0
Lumber Increasa 1.25
BC 0.63
Vert(TQ -OA2 8-9 >672 240
BCLIL 0.0
Rep Stress Ina NO
WB 0.28
Hom(TL) 0.13 6 n/a n/a
BCDL 10.0
Code FBC2007/rPI2002
(Matrix)
Weight: 107 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-4-9 oc, purlins.
BOTCHORD 2 X 4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-5-8 oc bracing.
WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truiss erection, in accardanas with Stabilizer
Installation guide.
REACTIONS Oblslize) 2=1806/0-8-0, 6--180610-8-0
lvl� Horz2=-89(LC 6)
Maot Uplift2---1056(LO 5), 6--1056(LC 6)
FORCES (115) - Mu. CompdMax. Ten. - All forms 250 (115) or less except when shown.
TOPCHORD 2-3�--3756/2010,3-4-4045/2285,4-5---4D45/2285.5-6--3756/2010
BOTCHORD 2-11-179313373,9-11=-179813399,8-9=-17r>4M99,6-8=-175913373
WEBS 3-11-1001683,3-9=.474/870.4-9---569/524.5-9---473/870.5-8--99/683
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h--13ft: Cat. 11; Exp B; enclosed; MWFIRS (low-rise); Lumber
DOL--1.33 plate grip DOL=1.33
3) Provide adequate draiinagle to prevent water ponding. %J1111111111111111
I N V"C�'?
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with my 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 rectwgle 3-6-0 tall by 2-0-0 wide will fit % E IV S
between the bottom chord and
my other members. 1�1
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1056 Ito uplift at joint 2 and 1056 lb uplift at
joint 6. N 68182
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 Ito down and 218 Ito up at 7-0-0,
1131lodownatud135laupat 9-0-12,113[bdomandl35[bupat 11-0-12,1131bdownandl35[bupat 13-3-4.andll3lbdoman dc
135 to up at 15-34, and 178 Ila down and 218 Ito up at 17-4-0 on top chord, and 355 lb down and 140 Ito up at 7-0-0, 90 Ito clowrt at 9-0-22no :
90 go down at 11-0-12, 90 to down at 13-3-4, and 90 Ito down at 15-3-4, and a55 lb down and 140 lb up at 17-3-4 on bottom chord. Tta -�o ..
F
design/selection of such camection device(s) is the responsibility of others.
0
8) In the LOAD CASE(S) section, loads applied to the few of the truss ara noted as front (F) or back (B).
%
.LOAD CASE(S) Standard ... ... %
1) Regular: Lumber Increase=1.25, Plate Incream=1.25
N
Uniform Loads (pill
111111111
Vert: 1-3--54,3-5=-54, 5-7=-54.2-6-20
FL Cert. 6634
May2,20
Continued on page 2
Designvaild for use only W�h Mitek connecton, � closign Isbased ordy upon percmetessha� and Is foran Individual loulding component.
Applicolarity of de4gnffa..tm and! proper Incorporaflon of corniconentislesponsbUy of bulding designer - not Inm deegner. Bracing shown
Isforlarterdsupportof Ividual web members only. Additional temporary bracing to lr�e stabilty d'An7 construclionis Me resporabillity of the MiTek
erector. Additional permanent bracing of Me overall dructure laths rosoonsibildy of the building desIgner. orgenerciguldarceregardrig
folarlartion, quality control, atorags, delljory, orecton and bracing, consult ANSIfffu Quality Criteria, IDS�89 ad 8CSI Buil�g C.Ipon.nt 6904Par,eEW8W.
Safety Information ovalotal from Tru� Rate Institute. 781 N. Lea Street, Suite 31 Z Alexanuro. VA 22314. Tmpa. FIL 3361 0�41 15
Job Tws Trms Type Qty Ply Model 1587 T40SW4
7005� GRE HIP I
bars Trms�Tort Pierce R. 34982 7.140 a Oct 12009 MlTek Indmtries, Inc. Mon May 02 09:38:112011 Page 2
LO;D CASE(S) Staundard
Concentrated Loads ([b)
Vert: 3---178lF) 5=-178(F) 1 lm-343(F) 8--343(F) 12-113(F) 13-1 13(F) 14-113(F) 15-1 13(F) 16=45(F) 17=-45(F) 18�--45(F) 19--45(F)
ti,1111111ilit,
UIN V
% ..........
�'%G E Nq
N 68182
T F
14U
N li.-
#Ili It,
FL CW 6634
May 2,20 1
74M 10,108WO�UW
for
F d d —d for
-�Y -trn -k c- g. Y -P bW
of d '.-.n ro"o 0,_o �d-g�-g_ not�
&WgIdI'd
r l of .b.arn dl .l r 1.
I'd .0 nrcro�.
or di, I 'tn ot
.,en Inge! gn.r or n ot d
k'
corle., .,'ot 'a".' otton �tt.aticod lbrit
'et T g. 7a, Le �.a' I NA
6904 Park. Eat Bw.
Tmpa, FL 33610-4115
Job
Tr�
Truss Type
City
ply
Model 1587
T406682.-
7005i
HVA
GABLE
1
�
Job Reference (ceflonal)
Chambers Truss inc., Fort Pierce Fl. 34982
7140 s Oct 1 20D9 MiTek Industries, Inc. Mon May02 09:38:12 2011 Page
8-0.0
16.0.0
8-M
8.0-0
Scale 1;26.5
44 M]120=
3
5. 00 rl —2
'2
W M1120 11
W
W M112011
W M1120 11
2
4
5 5
&4 M1120�� a 7
2X3 M1120 11 W M1120 11
6
W M1120 11 3X4 M1120-1
16-0-0
16-0-0
LOADING (pso
SPACING 2-0-0
CSI
DEFL in
(loo) Udell Ud
PLATES GRIP
TOLL 20.0
Plates Increase 1.25
TO 0.26
Verfil-L) n1a
- nda 999
M1120 249/190
TOOL 7.0
Lumber Increatse 1.25
BC 0.03
Vert(TL) We
- nta 999
BCLL 0.0
Rep Stress [nor YES
WB 0.06
Horzffl-) 0.00
5 n/a n1a
BCDL 10.0
Code FBC2007/rPI2002
(Matrix)
Weight: 54 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X4 SYP M 30 BOTCHORD
Rigid calling directly applied or 10-0-0 oc braidng.
OTHERS 2 X 4 SY? No.3
MiTek recommends that Stabilizers and required cross bmchg—be�
installed during miss erection, in acoorclance with Stabilizer
Installation guide.
REACTIONS All bearings 16-0-0.
Qb) - Max Hom 1=58(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5,7 except 8=--194(LC 5), 6=-1 94(LC 6)
Max Gretv, All reactions 250 lb or less at joint(s) 1, 5 except 7=312(LC 1). 8=31 O(LC 7), 6--310(LC
8)
FORCES ([b) - Max. CompAvlax. Ten. - All forces 250 Qla) or less except when shown.
NOTES
1) Unbalanced reof live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=1 3fi; Cal. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grin DOL=1.33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 pst bottom chord live load nonconcumand with any other live leads.
5) * This truss has been designed for a live load of 20.Opst on the bottom chord in ad[ wea,s where a rectmgle 3-6.0 tall by 2-0-0 wide will fit
between the bottom chord and my other members.
% IN 1j,
6) Provide mechanical connection (by others) of areas to bearing plate capable of withstanding 100 lb uplift at joinfis) 1, 5. 7 except 01=11b)
8=194,6=194.
% E
LOAD CASE(S) Stamclard
N 6 182
T F
%%
N
FL Cert. 6634
May 2,20
AVZ� V�fij�Vp�d�MTMONMS,UVDZJVCLIM
—
D nis d on
for� y ocnn
void h d ""o�n I
'n"d arn an buddln
MIS
ld�
Q_, of d gn orrenlers a 0,_ t b d g tn� docign
'ic o`�� pan-� of io" 0
,7n d NPcn of d1v .I_-b Add _I Ira to u`%d
MiTek*
d1unCl P nnt b,._
, ft� R coP. Far d , .1 d
:
q dr� nt e eg �,ery
. I co , or . '.
7
_g _ t7 = 'and
Sal.� ... . . lion . 'nol. ft. T.
sr
plot. 1 , Lee eat S 31 Al.. 1. VA 2231 4
69UPa*.Eai,tSNd.
Tampa, PL 33610�4115
Job Truss
Truss Type
U'
aty
Ply
Model 1587
TGrABLE
T4066826
70A HvB
I
Job Reference (optionaft
Chambers Truss Inc., Fort Pierce Fl. 34982
7.MsOct I 20DgMiTekindustries, Inc. MonMayO2O9:38:132011 Page
.1 7-9-8 12�
19-10-0
7-9-8 4�0
7-94
SCalw. 3/8'.1,
3X6 M1120=
2X3 M1120 11 3x6MI120=
3 4
6
5.00 F1 —2 —
W M1120 11
2X3 M1120 11
2
ELL
6
r
7
La
SA Ml=� 10 9
8 3A M1120�1
w 5X6 M1120=
2x3 M1120 11
19-10-0
19-10-0
Plate Offsets (XV: 13:0-3-0.0-2,41,
T51G.3-0.0-2-41,19,0-3-0,0-3-01
LOADING(psf)
SPACING 2-0-0
CS1
DEFIL in
(loc) Well Ud
PLATES GRIP
TGLL 20.0
Plates Increass, 1.25
TC 0.36
Verl(LQ n1a
n/a 999
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.34
Vert(TQ rda
n/a 999
BCLL 0.0
Rep Stness Ina YES
WB 0.07
Horz(TIL) 0.01
7 n/a n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 66 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc puflins.
BOTCHORD 2 X 4 SYP No.3 BOTCHORD
Rigid calling directly applied or 1 D-0-0 oc bracing.
OTHERS 2 X4 SYP No.3
MiTek recommends that Stabilizers and required cmss braccing �be
installed during truss, erection, in accordance with Stabiliaer
Installation guide.
REACTIONS All bearings 19-10-0.
(Ilal - Max Harz 1=-57(LC 6)
Max Uplift All uplift 100 Ile or less at joint(s) 1, 7. 9 except 10---212(LC 5),8=-210(LG 6)
Max Greer All reactions 250 lb or less at joint(s) 1, 7 exmpt 9=312(LC 1). 1 0=367(LC 7). 8=367(LC 8)
FORCES (lb) - Max. CompJMax. Ten. - All forms 250 (lb) or less except when shown.
TOPCHORD 1-2=-293(151,2-3=-3191207,5-6=-319/206.6-7-2931139
WEBS 2-10---26M38.6-8--262,236
NOTES
1) Unbalanced met live loads have been considered for thfa design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCOL--4.2psf; BCDL--3.Opsf; h--13h; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
3) Provide adequate drainage to prevent water pending.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 Pat bottom chord live lead nonconcumant With my other live loads.
6) * This truss has been designed for live load 20.Opsf bottom in
a of on the chord all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and my other mernbens.
7) Provide mechanical connection (by others) of hues to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 9 except at=b) 6 182
10--212.8--210.
LOAD CASE(S) Standard
53 T F
i,
N
Mill
FL Cert. 6634
May 2,20
A W�- dJ1FuLDM7B5 ON 10 US BEM11811SE,
Design Ild cc"nccto�
on"' � M"�
P_,t. bliyol es! P
0 oip'�--
Pic vo N
o' _f"d '25--b ffi.
�f.'Iat a � Z�t kx.ckg -fr
d jon.'Pe
MiTek"
f.bric.l., q — 'i comg. dolls g-
'ec." lnf...fl.� cv=b . from T. P'.t. tdt
6904 Park. E.A BW.
Twpe. FL 33610-1115
Job
Truss
Truss Type
y
Ply
Model 1587
7005�
Hvc
GABLE
[`
1
T4066827
�
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982
7.140 a Oct 12009 MiTek Industries, Inc. Man May 02 09.W:14 2011 Page
7-s-a 16."
23-10-0
7-9-8 8-3-0
7."
Basis 1:39A
3X6 Ml 120=
ZX3 M1120 11
3X6 M1120=
5.00F12 3 4
5
2X3 M1120 11
I -
F�-r� W M1120 11
2
6
0
7
3X4 M1120�: 10 9
8 3x4 M1120--
2X3 M1120 11 SX6 M1120=
W M1120 11
23-10-0
23-10-0
Plate Offsets (X.Y), [3:0-3�0.0-2.41,[570-3-0.0-2-41.rg:0.3-0,0-3-01
LOADING lost)
SPACING 2-0-0
CS1
DEFIL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.49
Vert(LL) n/a
n/a 999
M1120 249/190
TCDI- 7.0
Lumber Inctease 1.25
BC 0.30
Vert(TL) n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
W13 0.07
HorzCTL) 0.01
7 n1a n/a
BCDL 10.0
Code FBC2007/rP12002
(Matrix)
Weight: 80 fia
LUMBER BRACING
TOP CHORD 2 X4 SYP No.3 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purfins.
BOT CHORD 2 X 4 SYP No.3 BOTCHORD
Rigid calling directly applied or 1 0-G-0 ca, bracing.
OTHERS 2 X 4 SYP No.3
MiTek recommends that Stabilizens and required crass I:Z� g �b.
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 23-10-0.
(lb) - Max: Horz 1=57(1-C 5)
Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 9=-177(LO 4),10---230(LC 5),8-227(LC
6)
Marr Grav All reactions 250 Ib Or law at joint(s) 1, 7 except 9--397(LC 7),10--419(LC 1). 8=419(LO 1)
FORCES (lb) - Max. CompJMax. Ten. - All forces 260 Ob) or less except when shown.
WEBS 4-9-282/219, 2-10=-2801245.6-8-2801241
NOTES
1) Unbalanced met live leads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL--3.Opsf; h--13ft: Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL-1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water pending.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for
% 1 N v,� Ill.
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
between the bottom chord and
3-6-0 tall by 2-0-0 Wide will fit %%% .........
E N oo
arry other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except at=b) 9=1
110--230,8=227.
N 68182
LOAD CASE(S) Standard
33 T
% %
FL Cert. 6634
May 2,20
D�gnv-lldf���ywfthM[rek�ect�ftde�gnisbcL%d�yLponp�ometem�o��bfwanindMd�buUdhgcm�m.
Pal
Appilcability of desgnparementers and proper Inwraorallon of component Is roaacreflaBity of buffdIng de�gner- not h=des;gmr. Bracing &to�
btori�erd�podof�ividualwebmem�o*. Additional temiaoray laracing to nuaa stabUity daing construction isthe resprailatirty of the
MOW
erector, Addillond permanent toracff of the overdl structure Is the responsilaDity of me buRdhg designer. For general gtridance regardho
fabrication, ci�ffy control. storage, de lvery, erection anal Uacir)(1, �t ANS1frPl1 Quality Criteria. DSB-S9 and BCSI Bugdng Compment
Safely Information watclale from Tnerr Plate IrwilLne, 781 N. Lee Street Sure 312, Alexancnia VA 22314,
6904 P.*. E.st Blvd.
Tarnpa. FL M61 �l 15
7005� lit I MONO TRUSS
Refer to MiTelk "TOE -NAIL" Detail for connection to
supporting carrier truss (typ all applicable jacks on this job)
�2
t
3*4 Mtl2O=
Scale �
LOADING(Psf)
TOLL 20.0
TGDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TP12002
CS1
TC 0.28
SO 0.01
WB 0.00
(Mamx)
DEFIL in
Vert(LL) -0.00
Vert(rL) -0.00
Hor;z(TQ 0.00
(loc) Well Lld
2 >999 360
2 >999 240
3 rda n/a
PLATES GRIP
M1120 249/190
Weight: 5 lb
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 1 -0-0 oc purlins.
BOTCHORD 2 X4 SYP No.3
BOTCHORD
Rigid calling directly applied or 10-0-0 oc bracing.
rvhTek recommends that Stabilizers and required cross bracung be
installed dudng truss arection, in accordance with Stabilizer
Installation guide.
REACTIONS Qb/size) 2--175/0-8-0, 4=9/Mechanical, 337/Mechanical
Max Hoa2--68(LC 5)
Max Uplift2-216(LC 5),3-37(LC 1)
Max Gmv2--175(LC 1). 4=19(LC 2),3=72(LC
5)
FORCES (lb) - Max. CompdMax. Ton. -All forces 250 Ob) or less except when she=.
NOTES
1) Wind: ASCE 7-05:140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf,, h=13ft; Cat. Ill Exp B; enclosed; MWFFRS (low-rise): Lumber
DOL--1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 Pat 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 3-60 fall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for miss, to truss connections. %IJ1111111111,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joind(s) 3 except 61=11e) 2--216. , I I KI
LOAD CASE(S) Standard
%- a V,�-,
..........
N 68182
FL Cert. 6
May 2,20
A w;iuunive . vo andIUMD NO77ES ON THIS AND INCLUDED Aff=�ERENCE PAGRA171 74" o. 10�`08 EEU`OKU USK
Dedgnvalld for use only wHh MiTek comectors. Trts d�qrr tbed only won perarneterssho� and b for an MMduad bulding ccanpar,ent.
Doi
Appficolbllity of design paromenters crvJ proper hicorporaflon of component is resporobarty of culdng desigrer - not truss designer, eadng sla�
is fortateral supportofVidivIduol web members a*. Addffional tem�porary brocing to Ins,rre stablity duing combructon is the reorsbility of H)e
WeV
erector. Additional pemonent bracrg of the overall stucture is the resporisibilry of the brunding daugner. For general guclance recording
folotioalm qudfty control, storage. deWery, erection Md Uacho, �t ANSlfrPJl Quaffly CrIteda, DSB-89 and BCSI Building Caoupooent
GS0,1 P.rW East Slrd.
Solely Infoornaffor, wa0able from Truss Plate hsffUa 781 N. Lee Skeet. Sulte 31 Z �excnddrx VA 22314.
T.,, FL W61 OA1 15
Job Truss
Truss Type
Oty
Ply
Model 1587
70052 J3
MONO TRUSS
14
T4066829
Job Reference (cation
Chambers Truss inc,, Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTok Industries, Inc. Man May 02 09Z815 2011 Page I
3."
3�
Scale 1:11.1
3
S. 00 F1 2-
2
4
3X4 M1120=
3-0-0
3-0.0
LOADING (Pat)
SPACING 2-0-0
CS1
DEFL in (loc) Udefl Ud
PLATES GRIP
TCLIL 2D.0
Plates Increase 1.25
TO 0.37
Vert(LL) -0.00 2-4 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.12
VerIffQ -0.01 2-4 >999 240
BCLL 0.0
Rep Stresa Ina YES
WB 0.00
Haz(TQ -0.00 3 rita n1a
BCDL 10.0
Code FBC2007[rP[2002
(Matdx)
Weight: 12 Is
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.3
TOPCHORD Stnuclurail wood sheathing directly applied or 3-0-0 oc purlins.
BOTCHORD 2 X 4 SYP NO.3
BOTCHORD Rigid wiling directly applied or 1040 oc bracing.
Mil-ek recommends that Stabilizens and required cross, bm mg �b.
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3.—AO/Mechanical, 2=221ID-8-0, 4=26/Mechmical
Maxt Horz2=1 10(LC 5)
Max: Uplift3-39(LC 4), 2---206(LC 5)
Max Gmv3.40(LG 1). 2=221 (LC 1). 4=53(LC 2)
FORCES (lb) - Max. Conl Ten. - All forces 250 (11b) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.0psf; h--13ft; Cal. 11; Exp B: enclosed: MWFRS (low-rise); Lumber
DOL--11.33 plate grip DOL=1.33
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-&0 tell by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for hues, to tnuss connections.
"t,1111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) 3 except Ot=lb) 2--206. 0 IN
LOAD CASE(S) Standard
EN
N 68182
T F
00
%%
F—FL Cert. 6634
May 2,20 1
A 74M
Desgn valid for use orly vAth Milek conr�octom. T� design 13 based " upon pwameta, sho� and Is far an IndMdual bLAdhg component.
cobility of design pacm.ntem . lr�rponatlon of component is respor6bility of btAdN designer - not tuss dedgner. Brachg sown
aterc1=ofhdlvld.lweb=only. AddnlomitemWorybro�Vtol�estabg4d�gc�tu�on��e�nsbilityofthe
WOClor. Addi onal pennonent lOracing of Me Overall sbucture Is the responsibIlly Of the building designer. For general guldance regarding
falaricalloft quarry conkol. storage. delivery, ereciton and bracing. casult ANSWIP11 Quality Criteria, DSB-89 ad BCSI BuldM9 Comporlent
Safaty Information avadalale Irm Truss Plate butitute. 781 N. Lee Street. Sale 31Z Naxonadc, VA 22314.
69U P�rk. 5ast 8W.
Tarrps. FL 33610-4116
TRUSS
3x4 M]120=
LOADING (pal
SPACING
2-0-0
Cill
TCLL
20.0
Plates Increase
1.25
TO 0.37
TCDL
7.0
Lumber Increase
1.25
BC 0.36
BCLL
0.0
Rep Stress Ina
YES
WB 0.00
BCDL
10.0
Code FBC200711'PI2002
(Matrix)
LUMBER
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
REACTIONS (lb/size) 3--108IMechanical, 2=281/0-8-0, 4--461mechanical
Max Horz2=1S4(LC 5)
Max Uplift3-99(1-C 5),2=-215(LC 5)
M� Gmv3--108(LC 1), 2=281 (LC 1). 4--93(LC 2)
FORCES (lb) - Max. CompJMax. Ten. - All forms 250 (lb) or Ion except when she=.
Scale. 1:15.3
DEFL in
(loc) Well Ld
PLATES GRIP
VertL-) -0.03
2-4 >999 360
M1120 249/190
Vert(TL) -0.07
2.4 >809 240
Hoa(TL) -0.00
3 file n/a
Weight: 18 b
BRACING
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
MiTek recommends that Stabilizers and required cross braicing �be
installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust): TCDL-4.2psf; BCDL=3.Opsf, h=13ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL--1.33 plate gdp DOL--1.33
2) This truss; has been designed for a 10.0 pal bottom chord live load noncorimmart 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 my other members.
4) Refer to girder(s) for truss to truss connections. %J111,11,1111,
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=b) 2=215. illN "Fl-
LOAD CASE(S) Standard
%
N 68182
T
fill, 111%t`
F FL Cert. 6634
May 2,2C
A avd�MUES ON MIS �=LIADEDWTEKRJY�EPAGEM74173 �. 10 US AEFU��
Desl�n for this designIsbasod
valid Use ordy wth Mrek connectors, anly,,Oenfawometers�a� ond Isfor an ralMdual buHsInt, componant,
cablify of design �cmentem and Pfaf� hKsOrPOfatfan Of COMIDOMM Is fesPOnSibliflity of buDdIng designer � not truss deSDner. Wading sho�
=I
Nil
I oteralsuaporl of ndividualwebmemiaersonly. Asidtfional ternpaarylbracIng to l�estabpflydurhgcomtnxton[s�emspordbgritv of he
MiTek'
erector Additional permanent bracing of � Overall stuct,ra Is me responstsilly of the buldng designer. For general guidance regarding
fabricaton. cirrdity control, storage. delivery. erection ard bracing, cOnsuff ANSI/TP11 Quality criteria. DSB-89 and BCSt Balding Cmponent
Safely Infornnation avallable from Truss Plate Vetiturle. 781 N. Lee Street, SLdte 312 Aexondda VA 22314.
690,1 Fare, East Blvd.
Tmpa, FL WEIO�4115
7005� 1,17
TRUSS
3X4 M]120=
Scale. 1:19.3
LOADING (Oaf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Ina YES
Code FBC2007frPI2002
CS1
TC 0.34
BC 0.74
WB 0.00
(Matrix)
DEFL in
ert(L
V LL) -0.12
VertCrL) -0.29
Horz(TL) -0.00
(loc) VdefI Ud
2-4 >688 360
2-4 >275 240
3 n/a n/a
PLATES GRIP
M1120 249/190
Weight: 24 lb
LUMBER
BRACING
TOPCHORD 2 X 4 SYP M 30
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid calling directly applied or 10-0-0 oc, bracing.
MiTek recommends that Stabilizers and required cross bm;�cing �be
installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 3m167/Mecharrical, 2=350/"-O, 4=66/Mechanical
Max Horz2=1 97(LO 5)
Max Uphft3=-160(LC 5). 2---236(LO 5)
Max Grav3=167(LG 1). 2=350(LC 1), 4=133(LC 2)
FORCES (lb) - Max. GompJMax. Ton. - All forms 250 (lb) or less
except when shown.
NOTES
1) Wind: ASCE 7-05;140mph (3-second gust); TCDL-4.2psf; BCDL=3.Opsf; h=13ft; Cat. 11; Exp B; enclosed; MWFFIS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with my 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-&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 ftuss� connections.
5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except ot=b) 3=1 60,
2--236. .%%' & I N J.
Niq-)68182
Z
rF
LOAD CASE(S) Standard
FL Cert. 6634
May 2.20
A vr� - VcrMd�?�P�� �dfi=t MM 0JVTffTSAND�=ED W=MYEAJ1lVcZPAG8Mf 74M �. 10,10813UY01tif U11L
Design valid for use any Wm Mrlek connector& Thb dedign Is based only 'Pan Paaneimhowr� and 6 for on Inchvidual bufldrQ canpaal.
Applicability of designparamentersand proper himmorallon Of avr!>Onentl�reSiconslblity of building de�gner -nothwd�gner. Bmdngg��
is for lateral sup;,,orl of individual web mernioen, ody. Addiffonaltem�rarylxachgtol�e3t�lftVd�gcom�ctonis�eresporsbgl�yofft�
MiTek"
erector. Additional! permanent brcch�
focricafion. quallty carrot. storage de
Of" Overall MnJawe IS " YeSPOrvIlAfty ofthe buidIng dadgna. For general gad� reardir.
Ivery, erection and tocaciro, mnOdt ANSIfrPIl Quality criteria, DSB-89 and Bat Buildrig Carpment
Safety Infonniatfor, available from Tru�
Plate kvtitule. 781 N. Lee Street. SU11O 31 Z Alexandria VA 22314.
6904 P.rlu� S.Vt 81A.
T.rrm FL 33610�11 15
I I .
Job
Truss
Trws Type
Cry
Pit,
70052
JA
SPECIAL
2
T4066832
-T,..
79mbas Im Fort Pierce R. 34982 7.140 a Oct 1 20D9 MiTek
Industries, Inc. Mon May 02 09.�38:17 2011 Page
3�1-0
3-4-0 1
Scale= 1:15.3
Q
00 12
5 5 00E-2
3
2 art M1120= 611 1 30 M1120 11
5
7
. Mil, I I
2W3MIl2oll
3X4 M1120=
3.4-0
LOADING(psf)
SPACING 2-0-0
CS1
DEFIL in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.37
Vert(LL) -0.01 6 �999 360
M1120 2491190
TCOL 7.0
Lumber Increase 1.25
BG 0.44
Vert(FL) -0.04 6 >999 240
BCLL 0.0
Rep Stress Ina YES
WB 0.00
Horz(TL) 0.01 5 nta n1a.
BCDL 10.0
Code FBO2007fFP12002
(Matrix)
Weight: 20 fib
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc, purlins.
BOT CHORD 2 X 4 SYP No.3 BOTCHORD Rigid celling directly applied
or 10-0-0 oc bracing.
Mffek recommends that Stabilizens and required cross brading �b.
installed during tru� erection,
in accordance with Stabilizer
Installationaulde.
REACTIONS (lb/size) 4--80/Mechanical. 2--294/0-8-0, 5--85/tviechanical
Max Horz2=154(LG 5)
Max Uplfft4=-70(LC 5). 2=-21 1 (LG 5). 5-14(LC 4)
Max Gmv4--80(LC 1), 2--294(LC 1). 5--109(LC 2)
FORCES (lb) - M�. Comp./Max. Ten. - All forms 250 (11b) or less except when shown.
NOTES
1) Wind: ASCE 7-05; 140mph (3-sec�ond gust); TCOL--4.2psf; BCDL--3.Opsf; h=13ft: Cat. 11; Exp B; enclosed; MWFRS (low-rise): Lumber
DOL--1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 Pat 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 bearing plate capable of withstanding 100 lb uplift at joinfis) 4. 5 except Ot=lb)
2=21 1.
V 1'r.'
IN '
4�' �*'
.......... 4
E N,9'.
LOAD CASE(S) Standard
4% 4S'
N 68182
.13 T F Z
00
%
N A-
fim I tit,%%o
FL Cert. �634
May 2,20
Ca� 'a e'c a an Oran,
I'd d n d sho d or n ld� dr�g
at "Q y
�p 0 oldesIgn `aaen'- a 0 'o Of M I I or� 'n" d
'co M of �Id..l -.b y Add n I tern t I d
ao��
-am ho Ln r�
�IV.A
Is, 211
MiTek'
on P.
al I -n..' a a tiv the d
03�1
at , q .1. _.go d.1 --Ent it, on Sal e.itat.,
P.2 �Ibll--'
bi tr sr C n 1
.1Y T " a I a. 7 1 N L. ear VA 3
6904 Park. EaM Ski.
T=,oa, FL 3S61"115
JB
3A M[120=
$MID .
LOADING (psQ
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Ina YES
Code FBC2007frPI2002
CS1
TC 0.55
BC 0.85
WB 0.00
(Matrix)
DE in
Ven(LL) 0.10
Vert(TL) -0.22
Horz(rL) 0.05
(loc) Vdefi Ud
5-6 >781 360
5.6 >362 240
5 n/a n1a
PLATES GRIP
M1120 249/190
Weight: 27 lb
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc, purlins.
BOTCHORD 2 X 4 SYP N0.3
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc, bracing.
MiTek recommends that Stabilizers and required cross b-75 —b.�
installed during truss erection, In accordance with Stabilizer
Installation guide.
REACTIONS Qb/size) 4=13&Mechmical, 2--36610-8-0, 5--10511VIechanical
Max: Horz2=197(1-C 5)
Maxr Uplift4-118(LC 5),2-231(LO 5).5=-20(LC 5)
Max Grav4=136(LC 1), 2=366(LC 1), 5--134(LC 2)
FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD 2-3--414/66
BOTCHORD 2-7-161/347,3-6=-347/161
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL-4.2psf; BCDL--3.0psf; h--13ft; Cal. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other I" loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will li
between the bottom chord and my other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 5 except at=n)) 4=1 18
2--231.
LOAD CASE(S) Standard
t 1."F
Q%3 1 N V,�- �f
.......... . 4,�,
E N
N 681 2
FL Cert. 6
May 2,20
De�Qn vat It 10'ues on' �Ih Mile' 00�Oa nore.
Ins
plk� �` 'oldeagnporom6rrro�a PrF ngho�
�,mrj�� .. I �up gdaV v1dual _ b _ By of �e
MiTek'
.to, Ad"t d pe a. of
d.1co q.d a ..... Z at
6904 Parke East BNd.
,We" 1 7
nf plot
Taae�a. FL 33610-4115
I " .
Job
Truss
a Type
Cry
Ply
Model 1687
T4D66834
7006
KJ7
6
�
Job Reference footional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140 a Oct 1 2009 MiTek Industries, Inc. Mon May 02 09.�38:18 2011 Page
7-3-5
9.10.1
7-M
2�12
Scale 1:21.8
4
30 M1120�
3.54 F1
2
LJ
7 6
3A M]120=
2x3MI12011 5
3A M1120=
7-3-5
7-3-5
Plate Offsets (XY): [6:0-1-4,0-1-81
LOADING(psf)
SPACING 2-0-0
CS1
DEFIL in
(Joe) Vdefl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TO 0.32
Vert(LL) -0.05
2-7 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.29
Vert(rL) -0.13
2-7 >896 240
BCLIL 0.0
Rep Stress Inu NO
W13 0.17
Hoa(TL) 0.01
6 n1a n1a
BCDL 10.0
Code FBC20071TP12002
(Matrix)
Weight: 40 1)
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOTCHORD 2X4SYPM30 BOTCHORD
Rigid miling directlyapplied or 1G,0-0 ocloracing.
WEBS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing �bo
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS lib/size) 4=69/MechanIcad, 2-4211D-11-5, 6=507/Mechanical
Maix Hoa2=233(LO 3)
Max Uplift4-77(LC 3), 2=-283(LG 3). 6�253(!-C 3)
FORCES Ob) - Max. CompjMax. Ten. - All forms 250 (lb) or less except when shown.
TOP CHORD 2-3=-593/148
BOTCHORD 2-7-287/634.6-7-287/534
WEBS 3-7--0/304,3-6---716/385
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust): TCDL-4.2psf; BCDL=3.Opsf; h--13f[; Cat. 11; Exp B; enclosed:
MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 Pat bottom chord live load nonconmirrant with ary, other live loads.
%%911111111111
3) * This mires, has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
3-&0 tall by 2-0-0 wide will fit IN lip
lv"�'l
between the bottom chord asid my other members.
... �
4) Refer to girder(s) for truss to truss connections.
% '*
E N '�' 0,
S'iz
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstwding 100 Its uplift at joint(s)
4 except at=lb) 2--2
6=253.
6) In the LOAD CASE (S) section, loads applied to the face of the truss ase noted as front (F) or back (B).
N 68182
LOAD CASE(S) Standard
1) Regular: Lumber Increase=11.25, Plate Increase=11.25
Z
Uniform Loads (plf)
T
Vert: 1-8-54
Trapezoidal Loads (plo
Vert: 8=0(F=27, B--27)-to-4=-133(F-39. B=-39), 2-2(Fog, B--9)-to-5--4g(F=-15, B=-15)
FL Cert. �6-34
May 2,20
A 74M
Ded�n valid foruseonlywilh Milrek connacion, THisclasign Is based aPdy usanparametersano� and Is for an Individual buRding �,ncnent.
Appi calsilty of magnparamentem and proper hcorporation of component Is responsburty otbuOding designer- not � deeigner. &acing shown
ISO
is for lateral support of ndividual web mern !>srs only. Addffiondtemp=ry�acNtok�uedcbuAydL
,"consdin-iclonis the responability of tne
erector. Addiflond�amntUac�ofiheov�dis�c"elstho,ep�940f��Rdhod�oner. orgeneralgidanceregarding
er.
fabrication, qual do very, erection and ixaclng. consult MISUTP11 Quality Criteria. 0611-89 and BWI Building Cornponent
WOW
. -
Safety Infortnation aucilai from Truss Plate hstrhte, 781 N. Lee street. &Ae 31Z Aexcndda VA 22314.
69U Pa*. East BWd.
Tasnpa, FL 3361"115
a .
Job
Truss,
Truss Type
Dry
Ply
Model 1587
T406683E
7005�
KJA
SPECIAL
�
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982
7.140sOct 120(f)[MiTakindustries,inc. MonMay0209M:192011 Page
4-7-1
9_10_1
4-7-1
6-M
Scale 1:22.5
4
3.64 F1_2
3A M1120�
3
10 2 6 5x6 M1120- �p
W M1120 11 W M1120 11
5
2X3 M1120 11
4X4 141120�
2. 19 F1 _2
4 -7-1 k
9_10_1
4�7-1
5-3-0
Plate Offsets (XY): [5:0-0-8,0-2-01
LOADING (Pat)
SPACING 2-0-0
CS!
DEFL in
(Icc) Udall Ud
PLATES GRIP
TCILL 20.0
Plates Increase 1.25
TC 0.41
VerfiLL) 0.09
5-6 >999 360
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BIC 0.40
Vert(FL) -0.19
5.6 >593 240
BCLIL 0.0
Rep Stres,s Ina NO
WB 0.65
Horz(TL) 0.05
5 We Wit
BCDL 10.0
Code FBC2007fFP12002
(Matrix)
Weight: 47 lb
LUMBER BRACING
TOP CHORD 2 X4 SYP M 30 TOPCHORD
Structural wood sheathing directly applied or S-10-9 oc puffins.
BOTCHORD 2 X 4 SYP M 30 'Except' BOTCHORD
Rigid miling directly applied or 84- 10 oc bracing.
7-9: 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross lbmd g �b.
WEBS 2 X 4 SYP No.3
installed during truss erection, in acoordance with Stabilizer
I
Installation guide.
REACTIONS (lblalzo) 4=256/Mechanicad, 5--313/Mechwical, 2=427/0-11-5
Max Horz2=226(LC 3)
M� Uplift4-234(LC 3). 5-96(LC 3).2=-282(LC 3)
FORCES Qb) - Max. CompJMax. Ten. - All forms 250 (lb) or less except when shown.
TOP CHORD 2-3=-1505/596
BOTCHORD 5-6-734/1342.2-6---745/1431
WEBS 3-5�1357/743,3-6�35/429
NOTES
1) Wind: ASCE 7-05:140mph (3-second gust): TCDL--4.2psf; BCDL=3.Gpsf; h=13ft; Cat. 11; Exp B; enclosed;
MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL--1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads.
*
tt I
3) This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit Ot' IN
between the bottom chord and my other members.
4) Refer to girder(s) for truss to truss connections.
5) Sewing atjoinfis) 2 considers parrallelto grain value using ANSI/TPI 1 anglato grain formula. Building designer
%%
EW
should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5 except (�=Ib) 4=234 N 68182
2--282.
7) In the LOAD CASE(S) section, loads applied to the face of the truss am noted as front (F) or back (B).
LOAD CASE(S) Standard
-53 441
1) Regular: Lumber Incream--1.25, Plate Increitee=1.25
T F
0. 44/
Uniform Loads (plo
Vert: 1-10=-54
Trapezoidal Loads (plo
... .....
Vert: 10--O(F=27, B_-27)-to-2=-5(F=25, B=25). 2-5(F=25, B=25)-ta-4---133(F=-39, 21-39), 6-23(F=-1,
B�1)-to-549(17-15, N %
B=-15), 2�2(!F=9, B--9)-to6-23(F=-1, B-1)
I #]II00 %%%
FL Cert. 6634
May2,20
Avzjy�,�P�-aad)WADMIW ON �. 10V8AEF0,REf1JS&
-
DesIgnvolld foruse cnly� Mffek cc�ectcr& ThiscleaIgni,ilacmd c,lyuporparameta,�� and isfor an individual bulcingcornrarnent.
nil
Applicabrilyof dirsignparamentersond propef incorP,orafflon 0fCosnP�ntbrecp�flryofbuAdhg desgner- mttruis de�grer. Bracing �o�
is for lateral cuppod of individual web members any. Addiff�i�m��brachgtol�estabflitycl�gmnstructonis�r.�p�HlliyotMe
k'
erector, Additional Permanent bracing of the overall sluctuvo Isthe resporablity ofthe bulding designer. For general guidance regarding
foloricafloft qud3y control, storage, calvary, emc1ion md bracing, �t ANSIfrPII Quality Cruefic. DS13.89 and DCSI Bufldng Carnponent
69" Parke East Bind.
Sadety Inlonnaflon waraloe from Truss Plate hatitute, 781 N. Lee Street sulm 312 AJe*mdrc. VA =4.
Tampa, FL 3361 0�1 15
70051 1 MV2
A 0
3X4 101120�
s an Fi—,
7.140
LOADING (psf)
SPACING
2-0-0
CS1
DEF
in (loc)
Ildefil
Ud
20.0
Plates Increase
1.25
TC 0.03
erhLTCLL
V LL)
r/a -
n/a
999
TCOL 7.0
Lumber Increase
1.25
BC 0.03
Vert(TL)
Iva -
rile
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TIL)
-0.00 2
rda
n/a
BCDL 10.0
Code FBC2007rFP12002
(Matrix)
LUMBER
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
REACTIONS (lb/size) 1--47/2-0-0. 2-44/2-0-0, 3--lM-0-0
Max: Horz 1=28(LC 5)
Max Uplffl=-I8(LC 5). 2=-33(LC 5)
Mex: Grav 1=47(LC 1), 2--.34(LC 1), 3=25(LC 2)
FORCES Ob) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
Scale =
PLATES GRIP
M1120 249/190
Weight: 5 lb
BRACING
TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc, purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bmd g �b.
installed dining truss erection, in accordance with Stabilizer
Installation guide.
NOTES
1) Wind: ASCE 7-05; 1140mph (3-second gust); TCDL=4.2pst: BCDL--3.0psf; h=13ft; Cat. 11; EV B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate gHp DOL--1.33
2) Gable requires continuous bottom chord beading.
3) This truss has been designed fare 10.0 lost bottom chord live load nonconcuffent with any other live loads.
4) * This tmw 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 my other members. %J11,11,1111,
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI I Single to grain formula. Building designer should verify capacity of
beefing surface. % % WN
6) Provide mechanical connection (by others) of tritiss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
LOAD CASE(S) Standard
N 68182
T
0.
%
%
FL Cert. 6634
May 2,2(
Design valid for use only with Milek connect� This design Isbosed any qaan r,orarnaterssnown, ana Is foran individual building comiaon"nt
ApplicalAlity of design paramenters and proper hcoraor� of comloonert Is r�onsbflffy of1buUdl desIgner - notirua designer, Etrac[nl L.
Is forlateral sualoort of hdivldual web mentlaers any. AddMonaltemPMOW�achgtol�stabO�yd�gcomtuctonis�iesponsbglliyof�e
MOW
erector, Additional permonentlaracing ofthe ovwdI s1ruckre stror&j)oneaflItyoftebWdhg designer. For general gicanc. regarding
-- —
fabsicalon, q�xrlly control, storage, delivery, erection and brocing. consdt ANSVrPn Quality Crilado, MB-89 and Bat Buil�g �npwent
Z_
690,f P.*. Sa� Md.
Safety Infoanaflon mailolAr, from fruss Plate rwitue. 781 N. Lee Street, sate 312 Alexordria, VA 22314.
T.,,a, Fl. M104115
70A 1 MV3
3A M112D--
24 M1120 If
scals .
LOADING (ps!)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC20071TP12002
CS1
TC 0.10
BC 0.08
WB 0.00
(Matrix)
DEFL in
Vert(LL) n1a
Vert(TL) n/a
Hom(TL) 0.00
(loc) Well Ud
- n/a 999
- n/a 999
n/a n1a
PLATES GRIP
M1120 2491190
Weight: 9 to
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oo purins, except
BOTCHORD 2 X 4 SYP No.3
enciverficals.
WEBS 2 X 4 SYP No.3
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 amorclance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=79/3-0-0, 3--79/3-0-0
Max Hom 1--46(LC 5)
Max: Upfift1-30(LC 5). 3�50(LC 5)
FORCES (lb) - Max. CompJMax. Ten. - All forms 250 (lb) or less except when shown
NOTES
1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2.psf; BCDL--3.Opsf; h--13ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL=1.33
2) Gable requires continuous bottom chord beating.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five 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 my other members. %J1111111111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. IN 11
%
%
N 68182
F
N
111111110%
LOAD CASE(S) Standard
FL Cert.'��34
May 2,20
A WARIMG - V1jF1 �1� d � MMS ON TMEMM �UDBD W�FPAGEWI 74n �. 10-VS EEFO� FISE.
Design valld far us,� any wfth killek corxx�tor& Thb desgn Isbosed onty upa,� pmxnetersstro� and Is foran lndlsfd� tx1dkig component,
Mplicalcilly of designfflomarters and propex �onporcflon ofcomponent lsrespombNry ofbtAdhg desgner - not muss dasgner. gracing sh.�
r lateral aipport of lvidual wet) membersonly. Additional temporary txachg to Inaze stabully durVV consinucficm sins resoonsbUilty, of the
MiTek
erector. AddffoW peonanent cracrig of ine overall structure Is Una respona4b9fty ofthe bLAdhg designer. For general gadance regarding
fatsicaton, q�fty control. storage, delNery, erection arxi crachg. WnSuit ANS1fTPII Quadiry Criteria, DSO-89 and BCSI Butdrig Cornponent
6904 Pa�o East BNd.
Safely Informalion available from Truss Plate k-atflute, 781 N. Lee Street, S09 31Z �exondda VA 22314.
T.,, FL 33610-4115
MV4
1 .1 -6
2X4 M1120��
W M1120 11
scalo.
LOADING (Pat)
SPACING 2-0-0
CS]
DEF in
fioc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.21
Verfi(L) rda
n/a 999
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
BC 0.16
Vert(TL) n/a
rda 999
BCLL 0.0
Rep Stress Ina YES
WB 0.00
Horz(TL) 0.00
n1a n1a
BCDL 10.0
Code FBC2007jTPI2002
(Matrix)
Weight: 13 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural wood sheathing directly applied or4-0-0 oc purlins, except
BOT CHORD 2 X 4 SYP No.3
end verticals.
WEBS 2 X 4 SYP No.3
BOTCHORD
Rigid calling directly applied or 10-0-0 oc trading.
NbTek recommends that Stabilizers and required cross bracing �be
Installed during truss erection, in accadancia with Stabilizer
Installation guide.
REACTIONS fib/size) 1=116/4-0-0, 3--11614-0-0
Max Herz 1=68(LC 5)
Max: Uplftl=-45(LC 5),3-73(LO 5)
FORCES (lb) - Max. CompMax. Ten. -All forces 250 (lb) or less except when shown
NOTES
1) Wind; ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf: BCDL--3.0psf; h=13ft; Cal. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL=1.33
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psi bottom chord live lead norconcurrent 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. "fiIIIIIIJI11111
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. '"N 11 "
%
ENS
Z N 68182
T F
%
%
%%
LOAD CASE(S) Standard
FL Cert. 6634
May 2,2C
Design vand for use orry with Mirek corv�eaom Thie dearin stbo&ed a* upon poramotmdne� end! 1� foran Mvidual IxAding carnponent.
Mlcadlity of designfflaermlem arid Proper incorperaii of canponent lsr�rzblllty of bLAdrit; deeigner - not trurz dedgmer. Bracrig �o�
Marad lvidual memben, ordy. Additional temporary brachgtol�esiciallty d oratinuaronistreresponsbilityoftive
k'
�fport of web
erector. Addit��umnibrac�gof�ovwdi�c�oisMer�o�Oflyofft�bLAdbVde4g,."ocrgen�olgUd�em�rdhg
fabricallor, cluddy control, storage, dell,rory, erection ano bracing. coredt ANSI/TP11 Quality Criteria, )SB-89 wd BCSI Building component
69U Parv, East BW.
Safely Information WoRable from Truz Plom maitute, 781 N. Lee Street Suite 312 Alexandra VA 22314,
Tempe. FL 3361 �1 15
a . I I
Job
Truss
Truss Type
Ply
Model 1587
7005�
V4
VALLEY
T406WG
Job Reference (optional)
Chambers Trms Inc., Fort Pierce R. 34982 7.140 a Oct 1 20D9 MiTek
IndustrIgs, Inc. Mon May 02 09:38:22 2011 Page
2�O 4-0-0
2-00 2-0�
3x6Mll2O=
Scale 1:7.6
S. 00 rl _2 2
3
3A M1120'— 3X4 M1120-'
4-0-0
4�O
Plate Offsets MY): [2:0-".Edgel
LOADING (pso
SPACING 2-0-0
CS]
DEFIL in (loc) Vdefl L/d
PLATES GRIP
TCLL 20.0
Plates Increatse 1.25
TC 0.05
Vert(LL) r/a n1a 999
M1120 249/190
TCDL 7.0
Lumber Increzuse 1.25
BC 0.11
Vert(rL) n/a Iva 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) 0.00 3 n1a n1a
BCDIL 10.0
Code FBC2007[rP12002
(Matrix)
Weight: 10 to
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 4-0-0 no purlins.
BOT CHORD 2 X 4 SYP No.3 BOTCHORD Rigid miling clinectly applied
or 1 a 0-0 oc bracing.
MiTek remmmends that Stabilizers arld required cross brsZing �be
installed during truss erection,
in accordance with Stabilizer
Installation aulde.
REACTIONS (lb/size) 1=9414-0-0, 3--94/4-0-0
Meoc Horz1=1 O(LC 5)
Meet Upliftl=-41(LO 5),3=-41 (LC 6)
FORCES (lb) - Max. CompJMax. Ton. - All forms 250 (lb) or les,s except when shown.
NOTES
1) Unbalamced met live loads have been considered for this clesign.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.Opsf; h=13ft: Cat. 11; Exis B; enclosed; MWFRS (low-rise): Lumber
DOL--11.33 plate grip DOL=I.33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurnent with any other live loads.
5) * This truss, hers been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectamgle 3-6-0 tal by 2-0-0 Wide will fit
between the bottom chord and any other members.
6) Provide mechmical connection (by others) of iniss to bearing
11111111111111ri
% lij,
plate capable of withstarrding 100 Its uplift at joint(s) 1, 3.
4
LOAD CASE(S) Standard
%%
% cEN
6818
Z
T F
%
%
fill 111114
FL Cert. 6634
May 2,20
Desgn valid for we only with, Mirek connectm This desgn Nbased any vaon perameters�wn, and Isforan MRAduad Wding carniponent.
Nil
ApplicaUlity of dedgn paramentersand proper incorporation ofcomponent m responsibility otbulding deeIgner -not lmoo designer. arcalng �wn
h for lateral �Pipart of Individual web mem� any. Additional temporary b(OC419 to inare siclaility curing c�cflon h1ra,eqDonsiblilty at the
k*
wector. Addiflond permonentbeacing of the overall structure hilherespom2alldoffthelauldhg deegner. For ger�eral 0dance regardbg
fabrication, quality conftol, vtorage. delivery, erection cmal 1vachg, corvult "SlfTPll Quality Criteria, DS8-89 and BCSI 0.96ng Cp..nt
Safety Information available from rn� Pinto tratitute, 781 N. Lee Street. Suite 31 Z Aaaandrim VA 22314.
69N Parks East 8W.
Tamps. FL 336101115
ve
3X4 M1120�
4A M1120=
2
4
2x3 M1120 11
W M1120�'
Scala .
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BODL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007frP12002
CS1
TC 0.23
BC 0.18
WB 0.03
(Matrix)
DEFL in
Vert(LL) nta
VertCrQ rVa
Horz(TQ 0.00
(loc) VdefI Ud
- rVa 999
- n1a 999
3 rVa rVa
PLATES GRIP
M1120 249/190
Weight: 24 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.3
TOPCHORD
Structural Wood sheathing directly applied or 6-0-0 cc purlins.
BOTCHORD 2 X 4 SYP No.3
BOTCHORD
Rigid calling directly applied or 10-0-0 cc bracing.
OTHERS 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing �be
installed during truss erection, in accordance with Stabilli
Installation guide.
REACTIONS (lb/size) 1=118/8-0-0, 3--118/8-0-0. 4=24818-G-0
MaxHorz1=26(LCS)
Max Upliftl=-67(LC 5),3-72(LO 6),4-75(LO 5)
FORCES Qb) - Max. CompdMax. Ten. - All forces 250 Qb) or less
except when she=.
NOTES
1) Unbalanced met We loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL--3.Opsf; h=13ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL--1.33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 Pat bottom chord live load noncorimment with anvy 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 my other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. % I Ki 1...
0-u v
..........
E N&
N 68182
LOAD CASE(S) Standard
vA k,
lilt'
FL Cert. 6
May 2,20
A WA� - V�n MMS ONWIS�
V1 'or *"h ff a"g amo,
n d n ld� c"
`he " o' M b"'
connect �r
d' d_
�` o' �gn p-a c o' not— —1 09, 0 1 .01, buld no, 0_
y QTM `r5 g
-r Me- -0
to, I of dlAd I -.1b Addr ato �d� j_ 1� tr., me
Ad of
no h ocnn r
k'
g._,.l Wd r
b q cog', _.a. de? cl'.nl
f ace, It PiFt I DS
cn-, if d 8=1 It., g
S . jr�f.. Obt = �314
, tv Ho ., . 'o. T. P". '81 IN L. , sniz �- 6., VA
Tmpa, FL 33610-4116
Job
Truss
Truss Type
Oty
ply
Model 1687
T4066841
7005i
V12
VALLEY
1
�
Job Reference
Chambers Truss Inc., Fort Pierce Fl. M82 7.140 s Oct 12009 MiTek industries, Inc. Mon May 02 09.38:21 2011 Page
6-G-0 12-0-0
6-0.0 6�
Scale 1:19.1
4X6 M1120=
2
5-00E-2
3
F-11
L:j
4
3X4 M1120!� 2X3 M1120 11 3X4 M1120—'
12-0-0
12�
LOADING (pso
SPACING 2-0-0
CS1
DEFL in (Icc) Vdefi Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.38
VetftLL) n/a n1a 999
M1120 249/190
TCDL 7.0
Lumber Increase 1.25
SO 0.31
Vert(T-) n/a n1a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Hoa(TL) 0.00 3 n/a rda
BCDL 10.0
Code FBC2007fFP[2002
(Matrix)
Weight: 38 U)
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.3 BOTCHCRD Rigid coling directly applied or 10-0-0 oa bracing.
OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers; and required cross bracEing �be
Installed during truss erection, in accordance with Stabi[ver
Installation guide.
REACTIONS (lb/siza) 1=158/12-0-0. 3--158/12-0-0, 4--464/12-0-0
Max HorzI--42(LC 5)
Max Up[Al=-83(LC 5). 3---90(LC 6),4-172(LC 5)
Max Gmvl=167(LC 7),3=167(LO 8).4=464(LC 1)
FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4-308/179
NOTES
1) Unbalanced met live loads have been considered for this design.
2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf: BCD "-.0psf; h=13ft: Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL--1.33 plate grip DOL--1.33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord five load nonconcument with any other live loads.
*
5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whom a recteangle 3-6-0 tali by 2-0-0 wide will fit % I N
between the bottom chord amd my other members.
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--172. E N
LOAD CASE(S) Standard N 6818
T
0
%%
E FL Cert. 6634
May 2,20
AIX W�-Vcr(fy�inp�dRR,l
Deogn valid far use ci1y with MiTek cornectom This cleeign h tocoeal only upon perameterssho� and b for an mcividuct building com
mv 11
Applicalolity of deogn pwomenters and paper rx�orparrmfion of component is reoponsiblilly of Wcfin� dea�er - not truss dleagro,,
" for lateral support of ndfividual web members only. Additional temporary tonacing to rvure Jabillty unngcon*ftucticnLsfhemcporWaU1ll�.f"
MiTek*
c
...far. Addifi� permanentlor. '�OfMeoverdl�C�.l�ft�responsbhftyofthebu2dk)gde�gnw.Fagenwalga�comgarckng
"W----
fabileatiom riudity oontol, staxage, do very, erection md loaCing. Conodt ANSI/TP11 Quality Crifefla� DSB-89 and BCSI Buildru; Componont
Sclety information availadole froan Trum, Plate builute, 781 N. Lee Street, Sulte 31Z Alexandra VA 22314.
69N Park. Eas, 81W.
Tarnpa, FL 336104115
Symbols
PLATE LOCATION AND ORIENTATION
13 " Center plate on joint unless >� y
Z4 offsets are Indicated.
Dimensions are In ft-in-slxteenths.
Apply plates to both sides of truss
and fully embed teeth.
For 4 x 2 orientation, locate
p pla
lates 0-'Vilu from outside
edge of truss.
This symbol Indicates the
required dlrecfion of slots In
connector plates.
Plate location details available In MITek 20/20
software or upon request.
PLATE SIZE
The first dimension Is the plate
4x4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
n -1
0 Rim%
Numbering System
6-4-8 dimensions shown in ft-In-sWeenths
(Drawings not to scale)
0
0
0-
0
JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WERS ARE IDENTIFIED BY END JOINT
NUMBERSAETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
Indicated by symbol shown and/or ESR-131 1, ESR-1 352, ER-5243, 9604B,
by text In the bra( 95-43, 96-31, 9667A
output. Use T, I or NER-487, NER-561
If Indicated. 95110, 84-32, 96-67, ER-3907, 9432A
Indicates location where bearings
(supports) occur. Icons vary but
reaction section Indicates joint
number where bearings occur.
Industry Standards:
ANSIfFP11; National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
0
Q 2006 MirekO All Rights Reserved
8
W1
MiTek
POWER TO PERFORM.'
MiTek Engingering Reference Sheet: MIJ-7473 rev. 10208
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for firuss system, e.g.
diagonal or X-bTacing, Is always required. See BCSL
2. Truss bracing must be designed by an engineer. For
wide truss spacing. Individual lateral braces themselves
may require bracing, or alternative L 1, or Eliminator
bracing should be considered.
3. Never exceed the design loading shown and never
stock materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer. erection supervisor, property owner and
all other Interested partie&
5. Cut members to bear tightly against each other.
6. Place plates on each face of huss at each
joint and embed fully. Knots and wane atjoInt
locations are regulated by ANSIfrPI 1.
7. Design assumes trusses will be suitably protected from
the environment In accord with ANSI/TPI 1.
8. unless otherwise noted, moisture content of lumber
shag not exceed 19% at time of fabrication.
9. Unless expressly noted, this design Is not applicable for
use with fire retardant. preservative treated, or green lumber.
10. Camber Is a non-structurcl consideration and Is the
responsibility of truss fabricator. General practice Is to
comber for dead load deflection.
11. Plate type, size, orientation and location dimensions
Indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
In all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing Indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or loss, ff no coiling Is Installed unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
Is not sufficient.
20. Design assumes manufacture In accordance with
ANSIITPI I Qually Criterlo.