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HomeMy WebLinkAboutTRUSS REVISION 8-23-11n
�N I
�POV
RE: I
Site I
Custl
Lot/6
Addr
City:
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
kilSCAYNNED � l
AiTek St.
} L
ER TO PERFORM.` Lu
Cie county
- Groza - Datilio
,rmatlon:
;r Info: Groza Builders, Inc
k:
n/a
Lucie
Project Name: Datilio Model:
Subdivision:
State: FL
MiTek Industries, Inc.
6904 Parke East Blvd.
Tampa, FL 336104115
Nam Address and License # of Structural Engineer of Record, If there is one, for the building.
Nam License #:
City:
Gen
Des
Win
This
State:
ral Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
ng Conditions):
in Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1
Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf
:.oad: 37.0 psf
iackage includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings.
my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
rms to 61 G15-31.003 section 5 of the Florida Board of Professional Engineer Rules.
vv iin
conf
g
No.
Seal#
Truss Name
Date
No.
Seal#
Truss Name
Date
1
T4157601
B
8/23/011
18
T4157618
J3
8/23/011
2
T4157602
1131 _
1 8/23/011
19
T4157619
I J5
18/23/011
3
T4157603
B2
8/23/011
20
T4157620
J7
8/23/011
4
T41.57604
B3
8/23/011
21
T4157621
KJ7
8/211l1TT.,
5
T4157605
B3A
18/23/011
122
I T4157622
KJA
6
T4157606
B4
8/23/011
23
T4157623
KJB
8/2.
17
8
T4157607
T4157608
B5
B6
L8/23/011
8/23/011
124
25
I T4157624
T4157625
V12
V16
812
8/2't
'. 1
9
T4157609
B7
8/23/011
26
T4157626
V4
8/2
.
LO
T4157610
C
18/23/011
27 I
T4157627
V8
8/2 `
11
! T4157611
CA
8/23/011
c '
I
12
T4157612
D
8/23/011
13
T4157613
D 1
8/23/011
14
T4157614
G RA
8/23/011
15
T4157615 I
GRID 18/23/011
f 16
T4157616
GRF
8/23/011
f 17
T4157617 I
J 1 18/23/011
rawing(s) referenced above have been prepared by MiTek
Inc. under my direct supervision based on the parameters
y Chambers Truss.
;ign Engineer's Name: Albani, Thomas
renewal date for the state of Florida is February 28, 2013.
9 seal on these drawings indicate acceptance of
ial engineering responsibility solely for the truss
its shown. The suitability and use of this component
Aicular building is the responsibility of the building
per ANSI/TPI-1 Sec. 2.
C"r
�+e
a '•
,� ate. ;�
t �+;; �
�
"fi
R�,dA
uu F
a+yf
�Myi§
A_
LAe
39 0
4 �
X
0:. STATE OF
N A�- E
111111111
FL Cert. 6634
August 23,2011
Albani, Thomas 1 of 1
Job
,
Truss
Truss Type
Qty
Ply
Graze - Datilto
T4157601
69876
B
SPECIAL
1
1
Job Reference (optional)
Chambers Truss
nc., Fort Pierce FI.34982 7,250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:40 2011 Pag
ID:eHH W MVTUOwYAf6RrdhW WzFyITBW-HSjvg2rF7 W 1 rxVS5EQGyXAglhUwiZtXphdND5 Pykx
9.0-0 12-10-4 15.1.12 19-0-0 25-4-0 26-8-0 28.8-0 29-8-0
1-0-0
9-0-0 3.10-0 2-3.8 3-10-0 64-0 1-4-0 2-0-0
Scale = 1:50.9
5x8 MT18H
3x4 = 3x4 = 5x6 =
3 4 5 6
5.00 12
i
4x10 =
7 17
8
2
�1EM
14.11oIv
0
0
3x
14 13 12 11 9
%
3x4 = 3x6 US = 2x3 11 3x10
9-0-0 19-0.0 25-4.0 , 26-6-0 1 28-0.0 s�6
9-0-0 10-0.0 6A-0 1-4-0 1-0-0 8-
Plate Offsets
X 2:0-3-0 0-1-8 3:0-4-0 0-2-2 6:0-3-0 0-2-4], 9:0-3-0 0-1-8
LOADING (ps
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 20,
Plates Increase 1.25
TC 0.95
Vert(LL) 0.18 2-14 >999 360
MT20 244/190
TCDL 7
Lumber Increase 1.25
BC 0.59
Vert(fL) -0.47 12-14 >726 180
MT18H 244/190
BCLL 09
'
Rep Stress Incr YES
WB 0.48
Horz(TL) 0.10 9 n/a n/a
BCDL 10
Code FBC2007/rP12002
(Matrix)
Weight: 128 lb FT = 0%
LUMBER
BRACING
TOP CHORD
2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins.
BOT CHORD
2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing.
WEBS
2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS
(lb/size) 2=1126/0-8-0 (min. 0-1-8), 9=110410-8-0 (min. 0-1-8)
Max Horz2=-97(LC 6)
Max Uplift2=-502(LC 5), 9=-486(LC 6)
FORCES (I
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHOR
2-3=-2038/825, 3-4=-1802/820, 4-5=-1918/912, 5-6=-1851/832, 6-7=-2031/845,
7-8=-2610/1034, 8-9=-2630/1026
BOT CHOR
2-14=-647/1788, 13-14=-751/1918, 12-13=-751/1918, 11-12=-938/2436, 9-11=-933/2441
WEBS
3-14=-60/463, 4-14=-357/146, 5-12=-262/122, 6-12=-84/427, 7-12=-611/409
NOTES
1) Unbalanc
roof live loads have been considered for this design.
2) Wind: AS
E 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); cantilever w1111111Ilff
right expo
d ; Lumber DOL=1.33 plate grip DOL=1.33 ,,��9 AO%
A.
3) Provide a
're
equate drainage to prevent water ponding. �� _ A PS �I
.........
4) All plates
has
MT20 plates unless otherwise indicated. ,�� �\V` •
• G E N S
5) This truss
'
�. • 2�
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� �.� ��
6) This tru
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 ft. :
between t o
7) Provide m
9=486
bottom chord and any other members. N o 3 9 3 8 0 f:
chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=502_
LOAD CAS
S) Standard W
ATE .�:
O.•
-
FL Cert. 6634
August 23,201
W
Design
ica
. V fij dsIgn I—amete and READ NOTES ONTRIS Alm INCLUDED MTEKREFERENCEPAGSWI-7473 re . 10-'OS EEPORE USE.
lid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component.
Iity des
of gn paramentersand proper into porat on of component is responsibility of bu0d ng designer - not t uss designer. Bracing shown
tatlprtofindvidualweb members only, Add tional temporary bracing to Insure stablity during const uctlon is the responsibillily of the
Z
MiTek"
toddllional permannbraingoftheoveall structuesthe resporu bJ ty of the building designer. For general guidance regardingcatii
n, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB•89 and BCSI Building Component
Safety I onnation available from Truss Plate I utitute, 781 N. Lee She" Su to 312, Alexandria, VA 22314.
�a
6904 Parke East Blvd.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Graze - Datilio
T4157602
69876
B1
SPECIAL
1
1
^
Job Reference (optional)
Chambers Truss
nc„ Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:40 2011 Pag
ID:MN5j?QE3dnxSAYbvAL8mttyl?6E-HSjvg2rF?W1 rxVS5EQGyXAqmkUv7ZvxphdND5PYb
27-8-028.8-0
-1.40
6-10.317.0-0 127y-8 ILO 8-0,
1.40
52-85
0-610.3
068 414E
Scale= 1:50.9
US i 4x6
4 5
5.00 F12
2x3 -Z�- 2x3
6
3
6x12 =
7
8
2
10I
1
3x
% 14 13 12 ti 9
3x4 = 3x6 3x4 = 2x3 II 3x10
27-8.0 28-M
11-0-0 17-0-0 26-6-8 7.1 2 0
11-00 6 9-5-8 8 4
06e 4E-0
Plate Offsets Y : 2:0-3-0 0-1-8 4:0-3-8 0-2-12 9:0-3-0 0-1-8
LOADING (ps
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.88
Vert(LL) 0.42 11-12 >815 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.69
Vert(1)-1.0411-12 >327 180
BCLL 0.
Rep Stress Incr YES
WB 0.33
Horz(TL) 0.10 9 n/a n/a
BCDL 10.
Code FBC20071TP12002
(Matrix)
Weight: 121lb FT=0%
LUMBER
BRACING
TOP CHORD
X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins.
BOT CHORD j
X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or B-4-1 oc bracing.
WEBS
X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
I�
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS
(lb/size) 2=1245/0-8-0 (min. 0-1-8), 9=1213/0-8-0 (min. 0-1-8)
ax Horz2= 113(LC 6)
ax Uplift2=-525(LC 5), 9= 507(LC 6)
FORCES (Ib)I
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD j
2-3=-2339/803, 3-4=-2064/715, 4-5— 1883/694, 5-6— 20911720, 6-7=-2548/902,
7-8=-2574/831, 8-9=-2615/833
BOT CHORD
2-14=-719/2094, 13-14=-502/1883, 12-13= 502/1883, 11-12=-741/2375, 9-11=-722/2381
WEBS
3-14=-353/333, 4-14=-113/454, 5-12_ 165/591, 6-12=-652/451, 7-11=0/291
NOTES
1) Unbalanceq
roof live loads have been considered for this design.
2) Wind: ASC
7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12R; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber 4%J11I11111
DOL=1.33
late grip DOL=1.33 �!e �I�
A fie'
3) Provide ad
quate drainage to prevent water ponding. �__ nn P.S
• • g4 Ali
4) This truss
•
s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Q\�, •' e
G E S . • "9
5) This tru
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 th �
Provide
bottom chord and any other members, with BCDL=10.Opsf.
6) m
hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=525 r"d O 39380
9=507.
LOAD CASE
) Standard
r ;(vim
o Z.
ATE
O �U .
A�-
•
FL Cent. 6634
August 23,201
®w
- V-4fij design par n t— and READ NOTES ON MIS MM INCLUDED B4ITESREFERENCE PAGE NBI-7473 rea, 10-'08 BEFORE USE.
Design vIdditional
d for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component.
tag
Applicay
of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
Is for late
support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
MiTek"
erector.
permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabricatiquality
control, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component6904
Parke East BNd.
Safety Ination
available from Truss Plate Institute, 781 N. Lee Sheet Suite 31 Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Jab
Truss
Truss Type
Qty
Ply
Graze - Datilio
T4157603
69876
B2
HIP
1
1
Job Reference (optional)
Chambers Truss
nc., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:412011 Pag
ID: GJZ901xuf oabz3lpNlebYZyl?42-IfG HtOstmp9i7J1 In7nB4NM3fuJHIKDzvH6mdsykx
-1-0.0
7-8-6 13-0.0 15-0-0 , 20-310 28.0-0
1-0 0
7-8-6 �— 5-3-10 2-0 0 5-3-10 7-8.6
Scale: 1/4'=l'
4x4 % 4x4
4 5
5.00 12
3x4 % 3x4
3 6
17
2
7
5 i_� 12 11 10 9 8 3x5
2x3 11 3x6 = 2x3 11
3x4 = 3x4 =
7-8-6 13-0-0 15-0-0 20.310 28.0-0
7-8-6 5-3-10 2-0.0 5-3.10 7-8-6
Plate Offsets
: I2:0-3-0 0-1-8 7:0-3-0 0-1-8
LOADING (ps
SPACING 2-0-0
CS]
DEFL in (loc) Well Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.36
Vert(LL) 0.12 7-8 >999 360
MT20 2441190
TCDL 7.
Lumber Increase 1.25
BC 0.44
Vert(fL) -0.27 7-8 >999 180
BCLL 0.
Rep Stress Incr YES
WB 0.45
Horz(TL) 0.08 7 n/a n/a
BCDL 10.
Code FBC2007/rP12002
(Matrix)
Weight: 130 lb FT = 0%
LUMBER
j BRACING
TOP CHORD
X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins.
BOT CHORD
X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing.
WEBS
i2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS
(lb/size) 7=1009/0-8-0 (min. 0-1-8), 2=1088/0-8-0 (min. 0-1-8)
ax Horz2=138(LC 5)
ax Uplift7=-428(LC 6), 2=-533(LC 5)
FORCES (Ib)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-20067785, 3-4=-1432/592, 4-5=-1268/574, 5-6=-1432/586, 6-7=-2018/808
BOT CHORD
2-12= 729/1768, 11-12=-729/1768, 10-11=-390/1268, 9-10= 390/1268, 8-9= 648/1781,
7-8= 648/1781
WEBS
3-12=0/295, 3-11= 636/399, 4-11=-127/360, 5-9=-131/363, 6-9= 651/421, 6-8=0/296
NOTES
1) Unbalance
roof live loads have been considered for this design.
2) Wind: AS G
7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33
'
late grip DOL=1.33
S A
3) Provide ad
,�et+�
quate drainage to prevent water ponding. _ n P. qz
• • .1s1
4) This truss
•
s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`� �\�, •' e
• G E N S • • •.'9
5) This tru
has been designed for alive 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 th'
6) Provide m
bottom chord and any other members. '�•�
hanical connection (by others) truss to bearing 100 lb v O 3938 0
of plate capable of withstanding uplift at joint(s) except (jt=lb) 7=428Z
2=533.
LOAD CASE
) Standard
:OS ATE :•��[/�
' C-
i S .
., o ' X- ,
NA 11111 tI t 110%%
•
FL Cert. 6634
August 23,201
Q W
- Ve 4fir drslgn Pate and RE6D NOTES ON THIS AND INCLUDED b f=REFERENCE PAGE bHI-7473 r . 10-'08 BEFORE USE.
`
Design v 1
'
d for use only with MiTek connectors. This design Is based only upon parameters shown and is for an Individual building component.
Applica ty
of design paromenters and proper incorporation of component Is responsibility of building designer - not tnss designer. Bracing shown
is for late
I support of individual web members only, Additional temporary bracing to Insure stability during construction is the responsibillity of the
erector.
ciditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
_MiTek"
.o COLOR i'
fobri,
Safety Inf i,
quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component
ation available from Tess Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314,
6904 Parke East Blvd.
Tampa, FL 33610-4115
Job
+
Truss
Truss Type
Oty
Ply
Graze - Datilio
T4157604
69876
B3 I
SPECIAL
1
1
`
Job Reference (optional)
Chambers Truss
nc., Fort Pierce FI.34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:42 2011 Pag
ID:h9mCa8ARyx51N7gfYy?HMnyl?3k-i 1 O214t71 RPOoyBgvYpf9oSOOiyYm C7G Nbbtilykx
1-0-0
7-8-13 14-0-0 20.3.3 28-0.0 29-0 0
1-0-0
7-8-13 6-3.3 6-3.3 7-8-13 1-0-0
Scale = 1:49.8
4x5 =
5.00 12
5
3x6 3x4 % 3x4
3x6 ZZZ-
4 6
3 7
11
5x8 =
2
1
12 10 8
1
o
2x311 2x3 II 9 j�
d
6 _ 2.25 12 3x6 =
7-8-13 14-0-0 20-3-3 28-0-0
111 7-8-13 6-3-3 6.3-3 7-8-13
Plate Offsets
MY): 12:0-2-7 0-0-6 8:0-2-7 0-0-6
LOADING (ps
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.41
Vert(L-) 0.26 11-12 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.58
Vert(rL) -0.58 11-12 >567 180
BCLL 0.
Rep Stress Incr YES
WB 0.62
Horz(TL) 0.35 8 n/a n/a
BCDL 10.
Code FBC2007lrP12002
(Matrix)
Weight: 119 lb FT = 0%
LUMBER
BRACING
TOP CHORD
2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins.
BOT CHORD
I X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing.
WEBS
X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
!�
installed during truss erection, in accordance with Stabilizer
REACTIONS
Installation guide.
lb/size) 2=1086/0-8-0 (min. 0-1-8), 8=1086/0-8-0 (min. 0-1-8)
ax Horz2=134(LC 5)
ax Uplift2= 540(LC 5), 8=-540(LC 6)
FORCES (Ibf
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-3270/1325, 3-4=-3126/1342, 4-5=-2349/877, 5-6=-2349/898, 6-7=-3126/1241,
7-8=-3270/1224
BOT CHORD
2-12=-1256/2979, 11-12=-1255/2974, 10-11=-1024/2974, 8-1 0=- 1026/2979
WEBS
5-11= 466/1409, 6-11 =- 879/582, 6-10=0/288, 4-11= 879/571, 4-12=0/288
NOTES
1) Unbalance
roof live loads have been considered for this design.
2) Wind: AS
7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber ®1 / 1 111101
DOL=1.33 plate
3) This truss bias
grip DOL=1.33 ♦♦°°°° S A 01'0 ,
been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ q�
4) ' This tru 'has
�\P
been designed for alive load of 20.Opsf the bottom in by `" •
eqj�
between
on chord all areas where a rectangle 3-6-0 tall 2-0-0 wide will fit ♦tee, Q . GCE N
bottom �` ' • \ S' •
th
5) Bearing at �int(s)
chord and any other members. ♦ o�
2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bead
6) Provide m
8=540.
r
urface. O 3938 0 ,.
hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=540;
LOAD CASE
) Standard
•��
ATE
111�/111111°°°°
Y
FL Cert. 6634
August 23,201
Q W
- deign parmnete�s and RP11D NOTES ON77ffS AND fNCLUDED MITEKREFERSNCE PAGE B71f-7473 r®. 10-'08 BEFORE USE.
�df,.rv=nly
`
Design v
with MiTek connectors. This design Is based only upon parameters shown. and Is for an Individual building component.
Applica
Is for late
f design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
I support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
erector.
dditional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
.nwan,n vrw�nAa-
fobricati
Safety Inf �
quality conhol, storage, delivery, erection and bracing, consult ANSI/f Pl1 Quality Criteria, DSB-89 and BCSI Building Component
ation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314.
6904 Parke East BNd,
Tampa, FL 33610-4115
Job
Truss
Truss Type
Oty
Ply
Graze - Datilio
T4157605
69B76
B3A
SPECIAL
5
1
"'
Job Reference o tional
Chambers Truss
Inc., Fort Pierce Fl. 34982
7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:43 2011 Pag
ID: h9mCa8ARyx51N7gfYy?HMnyl?3k-i 1 O2l4t7l RPOoyBgvYpf9oSNciywmBeG Nbbtikykx
7-8-13 14-0-0 20-3-3
28-0.0 2?
7-8-13 6-3-3 6-3-3
7-8-13 1.0 0
Scale: 1/4'=l'
4x5 =
3
5.00 F12
3x4 %
3x4
3x6
2
4
5
9
5x8 =
1
10
8 6
0
2x3II
2x3II 7
0
3x6
2.25 F12
3x6
7-8-13 14-0-0 2033
28-0-0
7-8-13 6.3-3 6 3-3
7-8-13
Plate Offsets
Y : 1:0-2-7
0-0-6 6:0-2-7 0-0-6
LOADING (psf
SPACING 2-0-0
CSI
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.46
Vert(LL) 0.27
9 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.62
Vert(TL) -0.59
8-9 >558 180
BCLL OX
Rep Stress Incr YES
WB 0.65
Horz(TL) 0.36
6 n/a n/a
BCDL 10.1
Code FBC2007lrP12002
(Matrix)
Weight: 117 lb FT = 0%
LUMBER BRACING
TOP CHORD X 4 SYP M 30 TOP CHORD
Structural wood sheathing directly applied or 3-6-4 oc purlins,
BOT CHORD X 4 SYP M 30 BOT CHORD
Rigid ceiling directly applied or 6-1-13 oc bracing.
WEBS X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS lb/size) 1=1009/0-8-0 (min. 0-1-8), 6=1088/0-8-0 (min. 0-1-8)
ax Harz 1=-142(LC 6)
IOax Upliftl=-436(LC 5), 6=-541(LC 6)
FORCES (lb)', Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3323/1388, 2-3=-2356/888, 3-4=-2353/907, 4.5=-3135/1243, 5-6=-3280/1226
BOT CHORD 1-10=-1307/3033, 9-10=-1304/3026, 8-9= 1027/2983, 6-8=-1029/2988
WEBS 3-9— 480/1424, 4-9=-883/584, 4-8=0/288, 2-9=-923/613, 2-10=0/292
NOTES
1) Unbalance roof live loads have been considered for this design.
2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed;
MWFRS (low-rise); Lumber
DOL=1.33 ate grip DOL=1.33
111111 f 1,,�/I
3) This truss h' been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
/�
A.
4) . This truss as been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
�,IS
3-6-0 tall by 2-0-0 wide will fit ♦ P • • • �� ��i
between th bottom chord and any other members.
5) Bearing int(s) 1, 6 ANSI/TPI formula. designer
`�A �\�, •''
E N
at j considers parallel to grain value using 1 angle to grain Building should verify capacity��,`�:
of bearings rface.
6) Provide me hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 1=436= 0}� 39380 —� f
6=541.
'*
LOAD'CASE() Standard
ice•.. ��
-� ATE
0 N AL �.•``•
1/1 11
111
•
FL Cert. 6634
August 23,201
Uk W
Design val�Iof
V Ifi,I design parmneteis and READ NOTES ONTHIS AND INCLUDED M =REFERENCE PAGE AM 7473 rea. 10-VS BEFORE USE.
or use only wth MTek connectors. This design Is based only upon parameters shown, and is for an individual building component.
!"
Applicabili
is for later
design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown
I, support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek'
erector.
l permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingPenrearc-
fabricotio
Safety Info
qua,
qualfly conhol, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
ation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33810-4116
Job
Truss
Truss Type
Qty
Ply
Graze - Datilio
T4157606
69876
B4
SPECIAL
1
1
Job Reference o tional
Chambers Truss
nc., Fort Pierce R. 34982
7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:44 2011 Pag
ID:hnwm_OPPwHyHcpdFXNgCVHyl?28-AEyQVQu13kXHQ6lsTGLuiO_S2616Vcc
Pb FLQ EAykx
7-8-13 14-0.0 20.1-6 22-3-14 27-10-12
7-8-13 6-3-3 6-1.6 2-2-8 5.6.14
Scale = 1:48.9
4x6 =
3
5.00 12
3x4 %
3x4
2
4
Sx8 5x16 =
5 6
td9
6x8 =
C? o
1
10
`11 o
N
y�
2x3 11
8
o
3x8
7
3x6;
2 25 12
3x4 I I
7-8-13 14-0-0
22-3-14 27-10-12
7-8-13 6-3-3
8-3-14 5-6-14
Plate Offsets
Y : 1:0-2-7
0-0-6 6:0-3-12 0-3-0
LOADING (psf
SPACING 2-0-0
CSI
DEFL in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.86
Vert(LL) 0.27
10 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.62
Vert(fL) -0.71
8-9 >458 180
BCLL 0.01
Rep Stress Incr YES
WB 0.80
Horz(TL) 0.17
12 rVa n/a
BCDL 10.
Code FBC2007/TPI2002
(Matrix)
Weight: 125 lb FT = 0%
LUMBER BRACING
TOP CHORD X 4 SYP M 30 TOP CHORD
Structural wood sheathing directly applied or 3-6-5 oc purlins, except
BOT CHORD X 4 SYP M 30
end verticals.
WEBS X 4 SYP No.3 -Except' BOT CHORD
Rigid ceiling directly applied or 5-10-2 oc bracing.
7: 2 X 6 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
OTHERS P X 8 SYP 240OF 2.0E
installed during truss erection, in accordance with Stabilizer
Installation side.
REACTIONS lb/size) 1=1008/0 8 0 (min. 0 1-8), 12=970/0-7 �4 (min. 0-1-8)
ax Horz 1=195(LC 5)
ax Upliftl=-431(LC 5), 12=-421(LC 6)
FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
-TOP CHORD 1-2=-3310/1439, 2-3= 2371/943, 3-4=-2368/959, 4-5=-3021/1296, 5-6=-2710/1134
BOT CHORD 1-10= 1445/3021, 9-10= 1441/3017, 8-9=-1217/2889, 7-8=-157/354
WEBS 2-10=0/263, 2-9=-904/607, 3-9=-508/1445, 4-9— 775/507, 5-8=-1149/582, 6-8=-1028/2487
NOTES
1) Unbalancec 11I roof live loads have been considered for this design.
2) Wind: ASC 4 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed;
MWFRS (low-rise); Lumber �, S
DOL=1.33 ate grip DOL=1.33
3) Provide ad uate drainage to prevent water ponding.
°
' �e ��is
4) This truss h s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
•
•
es�, Q\V,. • G•E•�l
' SAC` • 9/�
5) This truss as 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 �� �`Z`; �,� •, ��
between th bottom chord and any other members. j1
6) Bearing at j int(s) 1, 12 considers to value using ANSI/TPI 1 to formula. Building designer N-6 3 93 8 0
parallel grain angle grain
should verify capaQty
of bearing surface.
=
7) Provide me hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=431e *.
12=421.
•-
LOAD CASE(I) Standard
o % ATE
� O �
i
sIf0NA1-It";%
101111
•
FL Cert. 6634
August 23,201
® Dl
- VcrI j d-1- parameters and READ NOTES ON THIS AND INCLUDED M72K REFERENCE PAGE DBI-7473 rev. 10-'O8 BEFORE USE,
Design vaIi-lupport
or use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component.
Applicabiliof
design paramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
is for later
of individual web members only. Additional temporary bracing to insure stability during construction is the respor dbillity of the
MiTek'
erector. A
ddifional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardingK-
fabr catio
� quality control, storage, delivery, erection and bracing, consult ANSI/rPli Quality Crileda, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Info
Tation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Groza - Datilio
T4157607
69876
B5
SPECIAL
1
1
Job Reference (optional)
Chambers Truss!Inc.,
Fort Pierce FI. 34982 7.250 Is May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:45 2011 Pag
ID:Pz3zfFkLZaLSLyBScYpX5-yl?l j-eQWojmvNg2f81 GK30zs7EDXj6VeNE1 nZgv4_mdykx
7-8-13 14-0.0 20.3.14 27-10-12
�- +—
7-8-13 6-3-3 6.3-14 7.6-14
Scale = 1:48.9
05 =
3
5.00 F12 6x8 =
3x4 i 5x6 = 5x16 =
2 4. 5
5x8 = m 4
1
9 7 N
o
2x3 11 3x8 =
_
3x6
6
�� 2.25 Ft2 3x5 11
7-8-13 14-0-0 20-3-14 27-10-12
7-8-13 6-3-3 6-3-14 7-6-14
Plate Offsets
Y :
1:0-2-7 0-0-6 5:0-5-12 0-3-0
LOADING (psf
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TOLL 20.
Plates Increase 1.25
TIC 0.46
Vert(LL) 0.28 7-8 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.62
Vert(fL) -0.59 7-8 >553 180
BCLL OX
Rep Stress Incr YES
WB 0.93
Horz(fL) 0.24 11 n/a n/a
BCDL 10.(
Code FBC2007frPI2002
(Matrix)
Weight:132 lb FT = 0%
LUMBER
BRACING
TOP CHORD
X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except
BOT CHORD
X 4 SYP M 30 end verticals.
WEBS
2 X 4 SYP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing.
OTHERS
-6: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be
X 8 SYP 240OF 2.0E
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS
lb/size) 1=1008/0-8-0 (min.0-1-8), 11=976/0-7-4 (min.0-1-8)
ax Horz1=222(LC 5)
IiAax Upliftl=-429(LC 5), 11=-428(LC 6)
FORCES (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
1-2=-3315/1446, 2-3=-2359/957, 3-4=-2355/974, 4-5=-2778/1176
BOT CHORD
1-9— 1480/3026, 8-9=-1477/3020, 7-8= 1246/2927, 6-7=-121/262
WEBS
2-9=0/288, 2-8=-919/602, 3-8= 525/1420, 4-8= 824/474, 4-7=-1139/582, 5-7= 1103/2631
NOTES
1) Unbalance 'roof
live loads have been considered for this design.
2) Wind: ASC
7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12k; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber ®►►►►� 11I►��
DOL=1.33 I
late grip DOL=1.33
A
3) Provide ad
This
°cJ
uate drainage to prevent water ponding. ° P q
4) truss h'is
5) • This truss
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6`' • •'G E N
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,,,*I,\ SAC` • • 9�
between th
bottom chord and any other members. '� — -I
6) Bearing at j
bearing
%
int(s) 1, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa�y 80
jl
of Is
7) Provide mec
rface. t
anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=429;
11=428.
-•
FCC
LOAD CASE(I)
�
Standard Go -' — ATE 441�
•
FL Cert. 6634
August 23,201
AWARM
- V-,Hfij d�1gn parameters and RFA NOTES ON THIS AND INCLUDED MITEKREPERENCE PAGE MU- 7473 — 10-'08 BEFORE USE.
Design vali
for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component.
Applicabili
of design poramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown
Ls for lateral',
pport of individual web members only. Additional temporary bracing to Insure stabillly during construction is the responsiblllity of the
MiTek"
erector. A
dilional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
POW[R m �[RLGq a'
fabrication
quality conhol, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Btvd,
Blvd.
Safety Into
ation available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314.
Tampa, FL 33as
Job
Truss
Truss Type
Oty
Ply
Groza - Datilio
T4157608
69876
B6
SPECIAL
1
1
"
Job Reference (optional)
Chambers Truss
c., Fort Pierce R. 34982
7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:46 2011 Pag
_
ID:?gvGblv7Gt6Sl6G8QU3pfxyi?lV-6c4Aw6wObMn?fQvFagNMnR4rOvzozW7i3ZqXl3ybt
7-8-13 14-00 18-10-6
27-4-0 27r1P�12
_
7-8-13 6-3-3 4.10.6
8-5-10 Ot6 1�2
Scale = 1:48.9
4x5 =
3
6x8 =
6x8 =
5.00 F12
5x6 5x10 =
=
3x4
4 5
2
8
5x6 =
N
10 0
1
9
7 6 a
N
3x8
O
2x3 II
6
3x6
2.25 12
3x5 I I
7-8-13 14-0-0 18-10-6
27-10-12
7-8-13 6-3-3 4-10 6
9-0-6
Plate Offsets X,
Y : 1:0-2-3
0-0-6 5:0-4-0 0-0-8
LOADING (ps
SPACING 2-0-0
CS1
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.70
Vert(LL) 0.27
9 >999 360
MT20 244/190
TCDL 7.
I
Lumber Increase 1.25
BC 0.61
Vert(fL) -0.55
8-9 >589 180
BCLL 0.
Rep Stress Incr YES
WB 0.80
Horz(TL) 0.21
10 n/a n/a
BCDL 10.1
Code FBC2007/T-PI2002
(Matrix)
Weight: 135lb FT=0%
LUMBER BRACING
TOP CHORD X 4 SYP M 30 TOP CHORD
Structural wood sheathing directly applied or 3-6-15 oc purlins, except
BOT CHORD X 4 SYP M 30
end verticals.
WEBS X 4 SYP No.3 BOT CHORD
Rigid ceiling directly applied or 5-9-3 oc bracing.
OTHERS X 8 SYP 240OF 2.0E WEBS
1 Row at midpt 5-7
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation side.
REACTIONS lb/size) 1=992/0-8-0 (min. 0-1-8), 10=992/0-7-4 (min. 0-1-8)
ax Harz 1=242(LC 5)
ax Upliftl=-420(LC 5), 10=-440(LC 6)
FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD I 1-2=-3258/1430, 2-3=-2263/932, 34=-2245/957, 5.10=-922/469, 4-5=-2531/1059
BOT CHORD I 1-9= 1485/2974, 8-9= 1483/2967, 7-8=-1116/2651
WEBS 2-9=0/300, 2-8=-936/612, 3-8=-535/1406, 4-8=-664/364, 4-7=-1020/527, 5-7=-1021/2482
NOTES
1) Unbalance roof live loads have been considered for this design.
111111 I I
2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=42psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed;
MWFRS (low-rise); Lumber 1+,,5 A �,
33
DOL=1.late grip DOL=1.33
♦ P /q I�
♦�
3) Provide ad uate drainage to prevent water ponding.
•,.....•
♦ Q i
• ' G E N s • •. y ,�
4) This truss s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
♦♦ �.
5) • This tru I as been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle
between th bottom chord
3-6-0 tall by 2-0-0 wide will fif,' r^^' O 9 8 O
and any other members.
6) Bearing at int(s) 1, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building
of bearing rface.
r--.
designer should verify capzty'k
— SFr
7) Provide hanical bearing
m connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=420+ •ram
10=440.
ATE :•�'
LOAD CASE II) Standard
i� ••• T ��
OR
FL Cert. 6634
August 23,201
© LV
Desiggn va
- Ve Ifij deign parmne — and READ NOTES ONTRIS AAm INCLUDED WTEKREFERENCE PAGE AU- 7473 rm 10-'OS ERFORE USE.
id for use only with Mffek connectors. This design Is based only upon shown and is for an Individual building component.
Sol
Appllcal.
parameters
sty of design paramenters and proper incorporation of component is responsibility of building designer - not taus designer. Bracing shown
is for later
I support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the
MiTek"
erector,
dditional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding
POWGR to PGNCOFH
ncatio , quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Inf,
Sol,
ation available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314•
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Graze - Datilio
T4157609
69876
B7
SPECIAL
1
1
Job Reference (optional)
Chambers Trusi
Inc., Fart Pierce Ff. 34982
7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:47 2011 Pag
ID:XltJyV5AVo7ByZUDMrMZJJyl71 F-apeZBSwekfvsHaUR80ubJec2yJJriyprlDZ4rVykx
7-8-13 14-0.0
20-1-6 2 -10 27-10-12
7-8-13 I 6-3-3
6-1-6 9- 7-0-6
Scale = 1:48.9
45 =
3
5.00 F12
3x4 6x8
3x4 %
Sx6 = 5x16 =
2
4
5 6
9 12 0
5x8 = cb o
1
10
8 N
2x3 11
3x8 =
—
7
3x
= 2.25 F12
3x5 11
7-8-13 14-0-0
20-10-6 27-10-12
7-8-13 6-3-3
6-10-6 7-0-6
Plate Offsets I X,Y): 1:0-2-7
0-0-6 6:0-5-12 0-3-0
LOADING (ps
I
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 20.7
Plates Increase 1.25
TC 0.50
Vert(LL) 0.28 8-9 >999 360
MT20 244/190
TCDL 7.'
Lumber Increase 1.25
BC 0.62
Vert(rL) -0.62 8-9 >530 180
BCLL 0.
Rep Stress Incr YES
WB 0.83
Horz(TL) 0.24 12 n/a n/a
BCDL 1 0A
Code FBC2007/TPI2002
(Matrix)
Weight: 129 lb FT = 0%
LUMBER
BRACING
TOP CHORD 2 X 4 SYP M 30
TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except
BOT CHORD 2 X 4 SYP M 30
end verticals.
WEBS 2 X4 SYP No.3 *Except*
BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing.
6-7: 2 X 4 SYP M 30
�
MiTek recommends that Stabilizers and required cross bracing be
OTHERS 2 X 8 SYP 240OF 2.0E
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 1=1008/0-8-0 (min. 0-1-8), 12=976/0-7-4 (min. 0-1-8)
ax Horz 1=214(LC 5)
ax Uplift1=-429(LC 5), 12=-427(LC 6)
FORCES (lb)''I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 3315/1445, 2-3=-2360/954, 3.4=-2356/971, 4-5=-3008/1286, 5-6=-2755/1160
BOT CHORD 1-10= 1470/3025, 9-10=-1467/3020, 8-9=-1232/2911, 7-8=-127/277
WEBS 2-10=0/282, 2-9=-917/603, 3-9=-522/1433, 4-9=-807/478, 5-8=-1139/578, 6-8=-1080/2594
NOTES
1) Unbalance roof live loads have been considered for this design.
2) Wind: ASC 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber
'late
DOL=1.33 grip DOL=1.33
'buate
A
3) Provide ad drainage to prevent water ponding.
as
,w PS
` ' q�e ��i�
4) This truss been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. `moo, •
;. • G E N
'This S�`'•,
5) truss as 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 fits A`r ••' �,�
between th bottom chord and any other members.
6) Bearing at j ! int(s) 1, 12 considers parallel to grain value using ANSI/TPI 1 angle to
grain formula. Building designer should verify capa4ty N O 39380
of bearing E j dace. � ri �:•//' �� --' 7 ��
7) Provide me hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=429Y r [1.-�� yF /
12=427.
•
= 9�
LOAD CASE(,) Standard
O .. ATE
ONA�
FL Cert. 6634
August 23,201
Q W
Design vali
- VerlJir deign parametu and READ NOTES ON THIS AND INCLUDED W T IRK REFERENCE PAGE M-7473 r—. 10-'OS BEFORE USE.
for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component,
Applicabill
of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for later
support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
MiTek "
WE. A
fabrication
ditional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
I quality control, storage, delivery, erection and bracing, consult ANSI/TPli Quality Criteria, DSB-89 and SCSI Building Component
,o„s,,, vsw
Safety Infoi ration available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
II
Job
Truss
Truss Type
Oty
Ply
Groza - Datilio
T4157610
69876
C
COMMON
2
1
Job Reference (optional)
Chambers Truss
I ., Fort Pierce FI.34982
7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:48 2011 Pag
-
ID:6RjbuIGyC5uCdj
N
ZvBncrtGyl? 1-2?BxLnxG7zijuj3ei5Pqss99KjenRYo?WtJeNyykx
1-0-0
7-6-9 14-0.0
20-5-7 27-1-0
_ 1-0-0
7.6-9 6-5-7
6-5-7 6-7-9
-
Scale= 1:46.9
US =
5.00 F12 5
i
2x3 \\
3xg -
2x3
4
6
3
5x8 II
7
2
lob
YZ 1
0
11 12 10 13
9
5 / 3x4 = 3x6 =
8
3x4 =
9-9-1 18-2-14
27-1-0
9-9-1 B-5-12
8-10.2
Plate Offsets
_
Y : 2:0-3-0 0-1-8 7:0-4-9 0-2-8
LOADING (ps
SPACING 2-0-0
CSI
DEFL in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.71
Vert(LL) -0.30
9-11 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.70
Vert(TL) -0.50
9-11 >635 180
BCLL 0. 1 '
Rep Stress Incr YES
WB 0.27
HOrz(TL) 0.07
8 n/a n/a
BCDL 10.
Code FBC2007/TPI2002
(Matrix)
Weight: 119lb FT=0%
LUMBER BRACING
TOP CHORD X 4 SYP M 30 TOP CHORD
Structural wood sheathing directly applied or 4-1-0 oc purlins, except
BOT CHORD I X 4 SYP M 30
end verticals.
WEBS X4 SYP No.3 *Except* BOT CHORD
Rigid ceiling directly applied or 8-2-15 oc bracing.
8: 2 X 8 SYP 2400E 2.0E
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (Ib/size) 2=1109/0-8-0 (min. 0-1-8), 8=1034/Mechanical
Ilvlax Horz2=163(LC 5)
Max Uplift2=-530(LC 5), 8=-417(LC 6)
FORCES (lb'- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2042/778, 3-4=-1905/793, 4-5=-1814/734, 5-6= 1661/678, 6-7=-1845/728,
7-8-918/429
BOT CHORD 2-11=-762/1804, 11-12=-391/1219, 10-12=-391/1219, 10-13= 391/1219, 9-13= 391/1219,
8-9— 588/1616
WEBS 4-11=-351/340, 5-11=-289/692, 5-9-211/500, 6-9= 268/299
NOTES
�Ar
1) Unbalanc roof live loads have been considered for this design.
2) Wind: AS 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed;
s``r,�
MWFRS (low-rise); Lumber �� PS• A. q`�
DOL=1.33 late grip DOL=1.33
3) This truss as been designed fora 10.0 bottom chord live load nonconcurrent with any other live loads.
.1�
��� • • • G E N S • •••
psf
•
�`r; �, 4C1 iJ�
'•
4) This tru has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
between t bottom BCDL 10.Opsf.
3-6-0 tall by 2-0-0 wide will ft. ---"' `�
•
• O 39380
chord and any other members, with =
•
k :
5) Refer to gi er(s) for truss to truss connections.
��,`"l
6) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=530--_
8=4'17.
•�
- Vx Z
LOAD CAS S) Standard
: - TAT E :• �U
O N A1- E%%��.
A/llllll0
FL Cert. 6634
August 23,201
9k W
Designf�l
G - Vm4 3j dcsfgn parameters and READ NOTES ON THIS AND INCLUDED BSI W REFERENCE PEGS D9II-7473 r . I0-'OS BEFORE USE.
id for use only wth M7 connectors, fi s des gn Is bawd only upon parameters shown, and is for an IndNldual building component,
e'
AppllcaIliy
s for lalpport
of des gn paramM and proper inco porat on of component Is respons bBity of building designer -not buss designer. Bracing shown
oIndividual web members only. Add tional temporary bracigtoIstabildungconsctionistherespo_billltyftheMiTek"
rectordditional
permanent bracing of the vrallhUc'rthe responsibiliofthebuilding designer, For general guidnce regardingfobr
c_;,
quollty control, storage, delivery, erecflon and bracing, coruuIt ANSI/spit 9uallfy Crlleria, DSB-69 and BCSI Build ngComponent6904
Parke East BNd.
l
nnation available from Truss Plate I uttute, 781 N. Lee Sheet Suite 312 Alexandria, VA 22314.
Tampa. FL 33610.4115
Job
Truss
Truss Type
Oty
Ply
Graze - Datilio
T4157611
69876
CA
COMMON
1
1
'
Job Reference (optional)
Chambers Trusd
Inc., Fort Pierce Fl. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:49 2011 Pag
ID:eHH W MVTUOwYAf6RrdhW WzFyl?8W-W BIJZ7yutH9a Wteq Fpw3P3hQ_70_A?t81X2BvOykx
7-6-9 14-0-0 20-5-7 27-1-0
�.
7-6-9 6-5-7 6-5-7 6-7-9
Scale = 1:45.1
4x6 =
3
5.00 12
2x3 \\ 2x3
2 4
53x4
3x4
6
'
-LAI.
o
9 108 11 7
3x5
3x4 = 3x6 = 3x4 = 5x6 II
9-9-3 18.2-13 27-1-0
9-9-3 8-5-10 8-10-3
Plate Offsets
Y : 1:0-3-0
0-1-8 6:0-4-1 0-0-7
LOADING (ps
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.34
Vert(LL) -0.22 7-9 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.57
Vert(TL) -0.47 1-9 >684 180
BCLL 0.
Rep Stress Incr YES
WB 0.28
HOrz(TL) 0.07 6 n/a n/a
BCDL 10.
Code FBC2007/TPI2002
(Matrix)
Weight: 121lb FT=0%
LUMBER
BRACING
TOP CHORD
X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins.
BOT CHORD
X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing.
WEBS
2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
SLIDER
Flight 2 X 4 SYP No.3 3-6-11 installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS
lb/size) 1=1044/0-8-0 (min. 0-1-8), 6=1046/Mechanical
ax Horz 1=-112(LC 6)
Upliftl= 429(LC 5), 6= 424(LC 6)
(Flax
FORCES (lb)1
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
1-2=-2069/820, 2-3=-18531761, 3-4=-1755/716, 4-5= 1884l768, 5-6=-19491751
BOT CHORD
1-9= 775/1847, 9-10= 390/1253, 8-10=-390/1253, 8-11=-390/1253, 7-11=-390/1253,
6-7=-599/1710
WEBS
2-9=-363/352, 3-9=-302/696, 3-7=-244/571, 4-7=-284/309
NOTES
1) Unbalance
roof live loads have been considered for this design.
2) Wind: ASC
7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 r
I ate grip DOL=1.33
S A
3) This truss h
`
♦o♦♦��
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: ♦ __ AA /
4) This truss
between th
ias 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 •'
! bottom chord and any other members, with BCDL = IO.Opsf. �` ' \ G E N S'� °• 92��
5) Refer
��� e
for
to girt
r(s) truss to truss connections. •
6) Provide me
anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=429 ", : �W 39380------f„
6=424.
k
LOAD'CASEO
Standard!: •:f�
+
' ATE ' 411 •
&
N AX- ��♦`♦♦
i0
FL Cert. 6634
August 23,201
Jk W
Design vali
- VeHfij design parameters and READ NOTES ON TRIS AND BVCLUDED M1TF_K REFERENCE PAGE M71-7473 ren. 10-'08 BEFORE USE.
for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component.
Applicabili '
of design paramenters and proper Incorporafion of component is responsibility of building designer -not truss designer. Bracing shown
Is for lateral
erector. A
pport of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
itional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardingPsa�n•K-
qualify
MiTek"
fabrication,
control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infon
tiallon available from Truss Plate Institute, 781 N. Lee Street, Suite 37Z Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Groza - Datilto
T4157612
69876
D
HIP
1
1
Job Reference (optional)
Chambers Trus
Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek,lndustries, Inc. Tue Aug 23 15:00:50 2011 Pag
ID:eHHWMVTUOwYAf6RrdhWWzFyl78W7_NJhmTzWeaHR81 DOpWSIxHEaDWNOvVJI_BolRgykx
1-0-0
9-0-0 , 11.0-0 20.0-0 _ _ , 21-0.0
Ll
_ 11-ao I
9-0-0 2.0.0 9.0.0 1-0-0
Scale = 1:36.6
6x8 % 6x8
3 4
5.00 12
2
Ilel 5
yj
EIT-
T
6 Io
d1
9 8 7
3x5 i 2x3 113x6 = 2x3 11 3x5
9-0-0 11.0-0 20-0-0
9-0-0 2.0•0 9-0-0
Plate Offsets
X 2:0-3-0 0-1-8 3:0-4-8 0-2-4 4:0-4-8 0.2-4 5:0-3-0 0-1-8
LOADING (ps
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.43
Vert(LL) -0.22 2-9 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.46
Vert(TL) -0.46 2-9 >499 180
BCLL 0.
Rep Stress Incr YES
WB 0.08
Horz(TL) 0.03 5 n/a n/a
BCDL 10.
Code FBC2007/TP12002
(Matrix)
Weight: 76 lb FT = 0%
LUMBER
BRACING
TOP CHORD
2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins.
BOT CHORD'2
X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
12 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation cluide.
REACTIONS
I'Ib/size) 2=790/0-8-0 (min. 0-1-8), 5=790/0-8-0 (min. 0-1-8)
Max Horz2=-97(LC 6)
Max Uplift2= 405(LC 5), 5=-405(LC 6)
FORCES (lb)'
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-1196/433, 3-4=-1022/450, 4-5=-1196/433
BOT CHORD
2-9=-319/1017, 8-9=-316/1022, 7-8=-316/1022, 5-7=-314/1017
NOTES
1) Unbalancj
roof live loads have been considered for this design.
2) Wind: ASC
7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=1211; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33
late grip DOL=1.33
3) Provide aci
l uate drainage to prevent water ponding. 111111111,'I��
4) This truss
s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11
A.
5) *This truss
as 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 ,�, ks
q<e �j
• �s
between th
Provide
bottom chord and any other members. �� Q •'
' G E N SF.,q•�
6) me
hanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=405, 0
���`Z`; ��
5=405.
r �-
No30
LOAD CASE(I)
Standard
r
o - : AT : ? t4/ e
�Io111111111111`
FL Cert. 6634
August 23,201
® W
G - Ve gfij d.19. parmneters and READ NOTES ON 77IIS AND INCLUDED M17EK REFERENCE PAGE M11-7473 — 10-'08 BEFORE USE.
Design Val
for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component.
Applicab li
of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
IS for later
support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the
MiTek'
erector. A'
ditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabricatio
quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Info
nation available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, Fl- 33610-4115
Job
Truss
Truss Type
Qty
Ply
Graze - Datilio
T4157613
69876
D1
COMMON
4
1
'I
Job Reference (optional)
Chambers Truss
Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:50 2011 Pag
-
ID:eHH W MVTUOwYAf6RrdhW WzFyl?8 W-_NJhmTzWeaH R81 DOpW S IxHEd0W MvvTC I_BolRgykx
-1-0-0
6-11-2 10-0 0 13-0.14 20.0.0 21-0.0
1-0-0
6-11-2 3 0-14 3-0-14 6-11-2 1-0-0
Scale = 1:36.0
4x4 =
4
5.00 12 2x3 2x3
3 5
2
6
7
T
1
d1
8
1 3x5 i 3x5
5x8 =
10-0-0 20.0.0
10-0-0 10-0-0
Plate Offsets
2:0-3-0 0-1-8 6:0-3-0 0-1-8 8:0-4-0 0.3-0
LOADING (ps,
I
SPACING 2-0-0
CSI
DEFL in (loc) I/defl Ud
PLATES GRIP
TCLL 20
Plates Increase 1.25
TC 0.25
Vert(LL) -0.14 2-8 >999 360
MT20 244/190
TCDL 7
Lumber Increase 1.25
BC 0.53
Vert(fL) -0.38 2-8 >610 180
BCLL 0
°
Rep Stress Incr YES
WB 0.21
Horz(TL) 0.03 6 n/a n/a
BCDL 10
Code FBC2007/rP12002
(Matrix)
Weight: 83 lb FT = 0%
LUMBER
BRACING
TOP CHOR
2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHOR
2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS]
(lb/size) 2=790/0-8-0 (min. 0-1-8), 6=790/0-8-0 (min. 0-1-8)
Max Horz2=105(LC 5)
Max Uplift2=-414(LC 5), 6=-414(LC 6)
FORCES (I I
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHOR
2-3= 1250/512, 3-4=-987/404, 4-5=-987/404, 5-6=-1250/512
BOT CHOR
2-8— 454/1099, 6-8=-358/1099
WEBS
4-8=-261/669, 5-8=-332/296, 3-8=-332/295
NOTES
1) Unbalanc d
roof live loads have been considered for this design.
2) Wind: AS,,
E 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. Il; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.3 plate
gripDOL=1.33 t%J11111111/j1
3) This truss
as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% III
4) *This tru
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 �� \V`P?• A'• q��
between t e
ovi
5) Provide
bottom chord and any other members. -
chanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=414, �� �` ••' • \ G E N S ' •.•-cf ��
6
I(S)
♦
•_ i
0 39380y„ �'
LOAD CAS
•--�-
Standard * :
0 5' ATE
,k\°
01111111111111
lit
•
FL Cert. 6634
August 23,201
Ver7j3,I dmIgn parmrrdt and READ NO TES ON THIS AND INCL UDED bBTEKREPERENCE PAGE DUI-7473 rea. 10-'08 BEFORE USE.�In
t
lid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component.
ic
'lily of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
Is for lot
ral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
MiTek"
erector
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
}OW6H Tn p6NfOFM-
fabrica '
n, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety I
formation avallable from Taus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Oty
Ply
Groza - Datilio
T4157614
69876
G RA
HIP
1
1
Job Reference (optional)
Chambers Truss I ., Fort Pierce FI. 34982
7,250 s May 11 2011 MiTek Industries, Inc. Tus Aug 23 15:00:51 2011 Pag
ID:AoQosv9Z6iwPD3Avr23DdbykyCl-Tat3zpz8 PuP ImBoDNEzXUUnjpwiyew9 RCrXI_Gykx
•-1-0-0
7-0-0 13-0-0
20-0.0 21-0-0
1-0-0 7-0-0 6.0-0
7-0-0 1-0-0
Scale = 1:36.6
7x10 MT18H=
5X8
3
4
5.00 12
2
I'
5
F El6
'
Ig
9 8
7
5 2x3 II 4x6 = 3x4 = 4x5 =
7-0-0 1&0-0
20-0-0
7-0-0 6-0-0
7.0-0
Plate Offsets 0X 2:0-2-2 0-0-2 3:0-7-0 0-2-4 4:0-4-0 0-2-2 5:0-2-2 0-0-2
LOADING (ps
III
SPACING 2-0-0
CSI
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.
Plates Increase 1.25
TC 0.57
Vert(LL) 0.14
7-9 >999 360
MT20 244/190
TCDL 7.
Lumber Increase 1.25
BC 0.54
Vert(TL) -0.28
7-9 >820 180
MT18H 244/190
BCLL 0.
Rep Stress Incr NO
WB 0.23
Horz(TL) 0.09
5 n/a n/a
BCDL 10.
Code FBC2007lrP12002
(Matrix)
Weight: 82 lb FT = 0%
LUMBER BRACING
TOPCHORDI X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins.
BOT CHORD X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-11-14 oc bracing.
WEBS X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
II2
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS !(Ib/size) 2=1503/0-8-0 (min. 0-1-12), 5=1503/0-8-0 (min. 0-1-12)
Max Horz2=81(LC 5)
Max Uplift2— 864(LC 5), 5= 864(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD; 2-3=-3087/1717, 3-4=-2801/1639, 4-5=-3088/1717
BOT CHOR 2-9=-1488/2767, 8-9— 1502/2800, 7-8— 1502/2800, 5-7=-1501/2768
WEBS 3-9— 275/682, 4-7=-304/728
NOTES
1) Unbalanc roof live loads have been considered for this design.
2) Wind: AS 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 late grip DOL=1.33
Equate
1 11111 1 ��I�
3) Provide a drainage to prevent water ponding.
�,��
A.
4) All plates '6 MT20 plates unless otherwise indicated.
,,♦��. A PS•
5) This truss as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This tru has been designed for live load 20.Opsf bottom in
♦ Q
V C' E N S' • ••
♦� `2` •' • ••9 ��
a of on the chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ^�' L�
between t e bottom chord and any other members.
7) Provide m chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)
�♦ . ---
except (jt=lb) 2=864 ; . • O 39380 ' --
5=864.
8) Girder car es hip end with 7-0-0 end setback.
9) Hahger(s) device(s) be load(s) lb
r other connection shall provided sufficient to support concentrated 475 down and 326 lb up at 13-CS)
51 down and 326 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of
oand
thers
10) In the L D CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
:-T E �• 4/
•••
P =%♦
i��i�S
LOAD CAS II(S) Standard
• OR k C�
5/p
1) Regular: mber Increase=1.25, Plate Increase=1.25
N Ai-
Uniform ads (plf)
��111����,
rt: 1-3=-54, 3-4= 112(F=-58), 4-6=-54, 2-9=-20, 7-9=-42(F=-22), 5-7=-20
Concentr ed Loads (lb)
rt: 9=-475(F) 7=-475(F)
FL Cert. 6634
August 23,201
V."fij design parameters andREAD N07ES ON THIS AND INCLUDED MEKREFERENCE' PAGE MII-7473 rm. 10-'08 BEFORE USE.sign
t17
'.lid
lid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component.
plica
is for lat
of design paramenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown
ral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the
MiTek"
erector.,
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
POW[e To P[N60RM-
fab. a
Safety I
n, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component
formation available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610.4115
Job
Truss
Truss Type
City
Ply
Groza - Datilio
'
T4157615
69876
G RD
HIP
1
1
Job Reference (optional)
Chambers Trus
Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:52 2011 Pag
^
ID;9rG8FYOD8ZkyQzYF6BiaW-xj-xmRSB9_mACX8NLNPxxUmOiJsGKycNJvbRVHrWjykx
1 1-0 0
7-0-0 11-10.0 16-4-2 21-0.0 27-9.0
1-0-0
_,
7-0-0 4-10-0 4.6-2 4-7-14 6-9-0
Scale = 1:48.9
7x8 i-`- 3x4 2x3 II 7x8
=
5.00 12 3 13 14 4 15 16 5 17 18 6
2
7
N
�1
N
Io
o
4x
= 12 19 20 11 21 10 22 9 23 24 8 4x10 =
2x3 II 3x5 = 5x8 MT18H= 3X10 = 2x3 11
I
7-0.0 11-7-14 16.4-2 21-0-0 27-9.0
7-0-0 4-7-14 4.8.4 4-7-14 6-9-0
Plate Offsets
Y : 2:0-0-10 0-0-2 3:0-4-0 0-2-2 6:0-4-0 0-2-2 7:0-0-2 0-0-4
LOADING (psf
11
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.65
Vert(LL) 0.43 9-11 >756 360
MT20 244/190
TCDL 7.d
Lumber Increase 1.25
BC 0.90
Vert(rL) -0.72 9-11 >455 180
MT18H 244/190
BCLL OX
I •
Rep Stress Incr NO
WB 0.46
Horz(TL) 0.21 7 n/a n/a
BCDL 110.6
Code FBC2007lrP12002
(Matrix)
Weight: 124 lb FT = 0%
LUMBER
BRACING
TOP CHORD
X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins.
BOT CHORD
X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing.
WEBS
X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation side.
REACTIONS
/size) 7=2171/0-5-0 (min. 0-2-9), 2=2239/0-8-0 (min. 0-2-10)
ax Horz2=90(LC 5)
ax Uplift7=-11 6), 2=-1293(LC 5)
FORCES (lb)
Max, Comp./Max. Ten. - All forces 250 (lb) or less except when show.
TOP CHORD
2-3=-4869/2706, 3-13=-5507/3191, 13-14=-5506/3191, 4-14= 5506/3191, 4-15= 5503/3198,
15-16=-5503/3198, 5-16= 5503/3198, 5-17= 5503/3197, 17-18— 5503/3198,
6-18=-5504/3198, 6-7=-4842/2704
BOT CHORD
2-12=-2412/4391, 12-19=-2423/4426, 19-20— 2423/4426, 11-20=-2423/4426,
11-21=-3110/5539,10-21= 3110/5539,10-22=-3110/5539',9-22=-3110/5539,
9-23=-2413/4389, 23-24=-2413/4389, 8-24=-2413/4389, 7-8=-2402/4354
WEBS
3-12=-224/719, 3-11=-790/1399, 4-11=-550/483, 5.9=-529/475, 6-9— 796/1428,
6-8=-237/717
NOTES
``,1111111►11111,
��`nn PS A
• • • ��
1) Unbalanced i
oof live loads have been considered for this design. �% �`V` • •'
E N S ••••I
2) Wind: ASCE
-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber �� `Z` ••••\G
�`" �• Ji ��jj
DOL=1.33 pl
ite grip DOL=1.33 ��
3) Provide ade
-ate drainage to prevent water ponding. No 39380 '---- -z�
4) All plates are
5) This truss h
20 plates unless otherwise indicated. *�r'
2 been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) 'This truss h'Isbeen
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 willit, y:� _ „�.�'� 'x r
between the I
ottom chord and any other members.
7) Provide mect
anical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1179r� •, ATE
2=1293.
8) Hanger(s) or
-ther connection device(s) shall be to load(s) lb down •��
provided sufficient support concentrated 129
R
and 189 Ib up at 7-0-0,-0-2,117
�
1 b up at 9-0-12,117 lbdownand 142 lb 7 at 11l lb down down and
at 13-0-12,117 1189
,i'0 s' &/0
lb up at 4-1
b p at142
-4, 117b dow and 142 b up at 1611-4 and 1 lb down and 142 lb up ata18 11-4ba d 169 Ib dow andup
N A1- �G��``�
21-0-0 on top
hard, and 542 lb down and 258 lb up at 7-0-0, 93 lb down at 9-0-12, 93 lb down at 11-0-12, 93 lb down at 13-0-12, 93 lb 1111 !
dow at 14-1
11 1 11111O�
-4, 93 lb down at 16-11-4, and 93 lb down at 18-11-4, and 542 Ib down and 258 Ib up at 20-11-4 on bottom chord. The
design/selection
of such connection device(s) is the responsibility of others.
9) In the LOAD
ASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634
LOAD CASES
, Standard August 23,201
Continued on a
e 2
Q WARNING
Verijij design parameters and READ NOTES ON7TIIS AND INCLUDED BUTEK REFERENCE PAGE ba1-7473 10-'OS BEFORE USE,
Designvalidi
r
ruse only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
pl
r
Applicab lity
f design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
iii��YYY■
is for lateral s
port of individual web members only. Additional temporary bracing to Insure stability during construction is the resporuibillity of the
'anal
MiTek'
erector. Add
permanent bracing of the overall structure is the responsiblify, of the building designer. For general guidance regarding
POW6Rm P6RLO'
fabricator',
Safety Inform
ality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
lion available from True Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
II
Job
Truss
Truss Type
Oty
Ply
Graze - Datilio
T4157616
69876
GRF
HIP
1
1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce R. 34982
7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:53 2011 Pag
- ID:eHH W MVTUOwYAf6RrdhW
WzFyl?8W-Py?gOV?PxVf??VybUf??Zvs3l kNO6gf kg90P29ykx
11-0.0 I 7-0-0 13.0-0
20-0 0 21-0 0
1-0-0 7-0.0 6.0.0
7-0-0
Scale = 1:36.6
7x10 MT18H=
i
5x8
3
4
5.00 F12
5
6 T
1
Ig
— 9 8
7 —
45 = 2x3 II 4x6 = 3x4 = 4x5 =
7-0-0 13-0-0
20-0-0
7-0.0 6-0-0
7-0-0
Plate Offset X Y: 2:0-2-2 0-0-2 3:0-7-0 0-2-4 4:0-4-0 0-2-2 5:0-2-2 0-0-2
LOADING sf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/dell Lid
PLATES GRIP
TCLL 0.0
Plates Increase 1.25
TC 0.57
Vert(LL) 0.14
7-9 >999 360
MT20 244/190
TCDL �.0
Lumber Increase 1.25
BC 0.54
Vert(fL) -0.28
7-9 >820 180
MT18H 244/190
BCLL 0.0 '
Rep Stress Incr NO
WB 0.23
Horz(TL) 0.09
5 n/a n/a
BCDL I0.0
Code FBC2007lrP12002
(Matrix)
Weight: 82 lb FT = 0%
LUMBER ! BRACING
TOP CHO D 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins.
BOT CHO D 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-11-14 oc bracing.
WEBS 2 X4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
I
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIO, S (lb/size) 2=150310-8-0 (min. 0-1-12), 5=1503/0-8.0 (min. 0-1-12)
Max Horz2=81(LC 5)
Max Uplift2= 864(LC 5), 5=-864(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CH D 2-3=-3087/1717, 3-4=-2801/1639, 4-5= 3088/1717
BOTCH RD 2-9=-1488/2767, 8-9=-1502/2800, 7-8=-1502/2800, 5.7=-1501/2768
WEBS 3-9— 275/682, 4-7_ 304/728
NOTES
1) Unbal ced 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=12ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise); Lumber
1.33
DOL= plate grip DOL=1.33
111111 /
3) Provi adequate drainage to prevent water ponding.
4) All pl as are MT20 plates unless otherwise indicated.
S A tj
N ' • •. �i�
5) This t ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�% Q�• • G•E•S�
6) • Thi has been designed for live load 20.Opsf in 3-6-0 tall by 2-0.0 fit% -IN • ` • •,9/f� ��
russ a of on the'bottom chord all areas where a rectangle
wide will *N,�
betw In the bottom chord and any other members.
1,46 39380
7) Provi a mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=864� *
5=8
8) Gird carries hip end with 7-0-0 end setback.
9) Han r(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down
and 326 lb up at 13-o9 "A�"
and 5 lb down and 326 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of ��•
14/ Z
othe
ATE
Q�
10) In t e LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
•.• Q' _��
LOAD ASE(S) Standard
Rneg
,�j S • • �?,`�
1) r increase=1.25, Plate Increase=1.25
'�� /O N A�
rm:Loads
�����
Vert: 1-3=-54, 3-4=- 1 12(F=-58), 4-6=-54, 2-9=-20, 7-9=-42(F=-22), 5-7=-20
Co ntrated Loads (lb)
Vert: 9=-475(F) 7=-475(F)
FL Cert. 6634
11
August 23,201
T WARAUNG - Verlfij des&gn Itaramefers and READ NOTES ON THIS AND INCLUDED ABTF-K REFERENCE PAGE MII.7473 ren, 10-'OS BEFORE USE.
gn valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component.
placability of design poramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
ii��YY■
or lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsbillity of the
MiTek"
,eector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
vcwcn ro �ewscaH-
f bricatiom quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
S ety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314,
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
Groza - Datilio
T4157617
69876
J1
MONO TRUSS
18
1
Job Reference (optional)
Chambers Truss
I c., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:54 2011 PagE 1
ID:UIDUwhmk?BWcVnikSggwvPyl??5-t9ZCcrO1ipnsdeWn2MWE67PKR8rvrIO(tvpmyabykx N
-1-0-0 1-0-0
1-0-0 1-0-0
refer to MiTek "TOE -NAIL" Detail for connection to Scale = 1:6.6
s pporting carrier truss (typ all applicable jacks on this job) 3
5.00 f 12
2
� 1
4
i
I
3x4 =
1-o-0 ,
1-0.0
LOADING (ps
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
TCLL 20.
1'
Plates Increase 1.25
TO 0.16
Vert(LL) -0.00 2 >999 360
MT20 244/190
TCDL 7.
1
Lumber Increase 1.25
BC 0.01
Vert(Q -0.00 2 >999 180
BCLL 0.
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 3 n/a n/a
BCDL 10.
Code FBC2007/rP12002
(Matrix)
Weight: 5 lb FT = 0%
LUMBER
BRACING
TOP CHORD
! X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD
X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS
(lb/size) 2-132/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3=-12/Mechanical
Max Harz2=57(LC 5)
I
Max Uplift2=-152(LC 5), 3=-12(LC 1)
Max Grav2=132(LC 1), 4=18(LC 2), 3=32(LC 5)
FORCES (lb
Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: AS
7-05; 140mph (3-second gust); TCDL=4.2psf; BGDL=3.Opsf; h=12ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 -
late grip DOL=1.33
2) This truss
as been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) . This tru
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 t
bottom chord and any other members.
4) Refer to gi
er(s) for truss to truss connections. 1111 1111 /
5) Provide m
chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (it=lb) 2=152. �0�`w1n,PS A.
<e'9
LOAD CAS
S) Standard E N S
f3o 39380 sr
• yt .
lo ATE
�/111111/
FL Cert. 6634
August 23,201
Verijtj design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1rIIf-7473 rm. 10-'08 BEFORE USE.
Design slid
Applic0 'Iity
for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component.
of design paramenters and proper incorporation of componenT fs responsibility building designer - not truss des gnee Bracing shown
iip�T■
is for fat
support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the
s
MiTek'
erector.! Additional
permanenT bracing of the overall structure is the respons b1ity of the building des gner. For general guidance regarding
Pow�Ar,
fabricol n,
qualify conhol, storage, delivery, erection and bracing, corwult ANSI/rP11 Auality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety I onnation
If
available from Truss Plate Institute, 781 N. Lee sheet Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Graze - Datilio
T4157618
69876
J3
MONO TRUSS
17
1
Job Reference (optional)
Chambers Truss
1c., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:54 2011 Pag
-
ID:FgWbCisl7fWTT?eGwWzpD5yl?_z-t9ZCcrO1lpnsdeWn2MWE67PJIBgKrKXtvpmyabykx
-1-0-0 3-0-0
_
1-10 3-0.0
Scale = 1:10.9
3
I
5.00 12
2
1
4
3x4 =
3-0-0
3.0-0
LOADING(psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.24
Vert(LL) -0.00 2-4 >999 360
MT20 244/190
TCDL 7.0
li
Lumber Increase 1.25
BC 0.12
Vert(TL) -0.01 2-4 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 11 lb FT = O%
LUMBER
BRACING
TOP CHORD 2
4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2
4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (Ib
ize) 3=51/Mechanical, 2=192/0-8-0 (min. 0-1-8), 4=26/Mechanical
Md
Horz2=99(LC 5)
M
Uplift3=-43(LC 5), 2= 165(LC 5)
ME,
Grav3=51(LC 1), 2=192(LC 1), 4=53(LC 2)
FORCES (lb) - IM
3x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7
DOL=1.33 plat
5; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
: grip DOL=1.33
2) This truss has
een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss ha,4,
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 bc
om chord and any other members.
4) Refer to girder(
) for truss to truss connections,
5) Provide mecha
ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=165. ��t��PS A S%'
LOAD CASE(S)
Itandard \V`. �e ��s
���
x ' \LENS• ••y2,,
"d`o-39380 --j
OATE .'�4U
S
%% A E�e
FL Cert. 6634
August 23,201
WARNING-
es
'fij dirga parm wil and READ MOTES ON THIS AND INCLUDED A97EK REFERENCE PAGE bffl-7473 rm. 10-'08 BEFORE USE.
°
Design valid for
Applicability of
only with MiTek connectors, This design Is based only upon parameters shown, and is for an Individual building component.
esign paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown
is for lateral support
erector. Additi
of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
� al permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
MiTek"
♦OWLN m rC k' t
fabrication, qua,ty
Safety InformallikIp
control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
O'
Ply
Graze - Datilio
T4157619
69876
J5
MONO TRUSS
14
1
Job Reference (optional)
Chambers Truss
I ., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:55 2011 Pag
ID:ONAXH9zmE6XLQEGpOB7hYnyl?_r-LL7apB1fT7wjEo5_c31TeKxSkX6mamn17TVW72ykx I
1-0-0 5.0-0
1-0-0 5-0.0
Scale = 1:15.1
3
5.00 F12
2
1
4
3x4 =
�5-0-0�
5-0-0
LOADING (psf)
!
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.38
Vert(LL) -0.03 2-4 >999 360
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.36
Vert(TL) -0.07 2-4 >809 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 17 lb FT = 0%
LUMBER
BRACING
TOP CHORD
4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD
4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation side.
REACTIONS (I
/size) 3=114/Mechanical, 2=257/0-8-0 (min. 0-1.8), 4=46/Mechanical
ax Horz2=142(LC 5)
�x Uplift3= 109(LC 5), 2=-181(LC 5)
Grav3=114(LC 1), 2=257(LC 1), 4=93(LC 2)
FORCES (lb)
ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE
-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
D0L=1.33 pl
to grip DOL=1.33
2) This truss h
been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss
been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the
ottom chord and any other members.
4) Refer to gird
(s) for truss to truss connections.►►►► I ���
5) Provide mec
anical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 3=109, `s.%
2=181.
LOAD CASES
,%O
Standard �� �`, \G E N
1163938 0 �!
S ATE
:O.' .:41�
NA
FL Cert. 6634
August 23,201
MW
- V.Hfij design parameters and READ NOTES ON MIS AND INCLUDED WTEK REFERENCE PEGS W1-7473 ren. I0-'08 BEFORE USE.
o
Design vali
for use only with Welk connectors, This design Is based only upon parameters shown, and Is for an Individual building component.
Appllcabill
is for lateral
of design paromenters and proper Incorporation of component is responsibility of bull ding designer -not truss designer. Bracing shown
ppori of Individual web members only. Additional temporary bracing to Insure stability during construction is the resporuibillity of the
MiTek"
erector. A
Monal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
I....-P[HF(Jp
fabricatioR,
uality control, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Sauey Info
atton available from Truss Plate Institute, 781 N. Lee Skeet, Suite 312 Alexandria, VA 22314.
Tampa, FL 33610-4115
Job Truss Truss Type Oty Ply Groza - Datilio
T4157620
69876 J7 MONO TRUSS 26 1
Job Reference (optional)
Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:55 2011 Pag 1
ID:Jj5AIY29aGPLmJlglglKKFyl?—k-LL7apB1fT7vjEo5_c31TeKxS5XOtamnl7TVW72ykx M
II � -1-0-0 7-0-0 ,
1-0-0 7-0-0
Scale = 1:19.1
3
5.00 F12
2
I
I
1
4
3x4 =
7-0-0
7-0-0
LOADING (pst) SPACING 2-0-0 , CSI DEFL in (loc) Well Ud PLATES GRIP
'ITCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.12 2-4 >688 360 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(fL) -0.29 2-4 >275 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 23lb FT=O%
LUMBER BRACING
TOP CHORD 2 'fi SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X $ SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/s e) 3=171/Mechanical, 2=328/0-8-0 (min. 0-1-8), 4=66/Mechanical
Max �lorz2=186(LC 5)
Max 6pl'Ift3=-166(LC 5), 2=-205(LC 5)
Max rav3=171(LC 1), 2=328(LC 1), 4=133(LC 2)
FORCES (lb) - M Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)�Wind: ASCE 7-0 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
IDOL=1.33 plate DOL=1.33
2) This truss has be designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) This truss has b en 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 botto chord and any other members.
4) Refer to girder(s) r truss to truss connections.
5) Provide mechanic' I connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=166,
2=205. ��p.S A,
oq�� 4?,
LOAD CASE(S) St and ��`•••�\G E N gF.,g2•��
♦* �r'0 0
I- =� ;ram.•
AT
0s/ONA
r I'�
FL Cert. 6634
August 23,201
Q WARNING - Verify 1g. parameters and READ NOTES ON THIS AND INCLUDED BBTEK REFERENCE PAGE bBr-T473 ren. 10-108 BEFORE USE.
Design valid for use o y with MiTek connectors, This design Is based only upon parameters shown, and Is for an Individual building component.
Applicability of desig baramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown
Is for lateral support of inndividual web members only. Additional temporary bracing to Insure stability during construction Is the resporuibillity of the '
�
I" Additional p "anent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PeWcwn ve w-
fabrication, quality co &ol, storage, delivery, erection and bracing, consult ANSI/rPlt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information av able from Tn w Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, Parke
3 as Blvd.
I
Job
Truss
Truss Type
Qty
Ply
Graze - Datilio
T4157621
69876
KJ7
MONO TRUSS
7 '
1
Job Reference o liana)
Chambers Trus Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:56 2011 Pag
ID:UgGK2JB3?eona?eGRzRvHayl?_Z-pXgyl W1 HEQ2asygAAnYiBYUdKxTOJBLAM7F3fUykN
-1-5-0 7-3.5 9-10-1
• 1-5-0 7-3.5 2-6.12
Scale = 1:20.9
4
3x4
3.54 12 3
8 2
1
7 6
3x4 = 2x3 11 5
3x4 =
I'
I 7-3.5 9-10-1
7-3-5 2-6-12
Plate Offsets XY 6:0-1-4 0-1-8
i
LOADING (psfl
SPACING 2-0-0
CSI
DEFL in (loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TO 0.33
Vert(LL) -0.05 2-7 >999 360
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.29
Vert(fL) -0.13 2-7 >870 180
BCLL 0.0 '
BCDL
Rep Stress Incr NO
WB 0.17
Horz(TL) 0.01 6 n/a n/a
10.0
Code FBC2007/TP12002
(Matrix)
Weight: 40 lb FT = 0%
LUMBER BRACING
TOP CHORD 2 X SYP M 30 TOP CHORD Structural wood sheathingdirect) oc purlins.
BOT CHORD 2 X ' SYP M 30 BOT CHORD Rigid ceiling direct) iy applied or bracing.
9 10-0-0 bracin
9 y applied or oc .
WEBS 2 X i1 YP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation auide.
R (lb/si ) 4=66/Mechanical, 2=391/0-11-5 (min. 0-1-8), 6=516/Mechanical
(ACTIONS
Max 6rz2=222(LC 3)
Max �lift4=-72(LC 3), 2=-240(LC 3), 6=-266(LC 3)
I
FORCES (lb) - Max. 11 omp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3 11607/168
BOT CHORD 2-7 l 308/548, 6-7=-308/548
WEBS 3-7= /306, 3-6=-736/414
NOTES
1) Wind: ASCE 7-05; 40mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate gri DOL=1.33
2) This truss has bee designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*This
3) truss has be designed for alive 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
S A,
o
between the botto chord and any other members, o P A
4) Refer ......
to girder(s) fo truss to truss connections.•"
5) Provide mechanicalonnection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except Qt=1b) 2=240, " 'Z` •••�Ci E N S' •�••"� e
6) In'the LOAD CASE ) section, loads applied to the face of the truss are noted as front (F) or back (B). O 8
LOAD CASE(S) Stan rd
1) R6gular. Lumber Inc' ase=1.25, Plate Increase=1.25
Uri'tform Loads (pif) -
Vert: 1-8=- i ":�- . SATE :•
Trapezoidal Loads
Vert: 8=0(F= 7, B=27)-to-4=-133(F— 39, B=-39), 2— 2(F=9, B=9)-to-5=-49(F=-15, B=-15) eei�� • �< p R
.,��SSO �.
N Al-E�Ca
#Milt%
FL Cert. 6634
August 23,201
iga parayrz& rs and READ NOTES ONTIIIS AND INCLUDED A97EK REFERENCE PAGE 161-7473 rrn. 10-'08 BEFORE USE.
Design for
ARMNG - Vcrt,&jiviclual
valid use anwith MTek connectors. This design is based only upon parameters shown, and is for an Individual building component.
Applicability of designramenters and proper incorporation of component is responsibility, of building designer - not truss designer. Bracing shown
is fQr lateral support of web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of theMiTek'
erector. Additional panent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
ek"rication
quality col, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89and BCSI Building Component6904
Salety Information avbie from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria VA 22314.
ParkeEast
Pa ke East Blvd.
Blvd.
Tampa, 3
1
Job
Truss
Truss Type
Qty
Ply
Groza - Datilio
T4157622
69876
KJA
MONO TRUSS
1
1
Job Reference (optional)
Chambers Truss
ic., Fort Pierce FI. 34982
7.250 s May 112011 MiTek Industries, Inc. Tue Aug 2315:00:56 2011 Pag
ID:Ntl GSVRE25Rob EklAtJgd?yl?—E-pXgyl W1 HEQ2asygAAnYiBYUgtxWbJD1 AM7F3fUykx
3-8-8
1.5.0
3-8.8
Scale = 1:10.1
ICI
3
i 3.54 12
2
5
1I
3x4 =
4
3x6 I I
0-10-9
3.8.8
0-10-9
2.9-15
Plate Offsets X
u: 2:0-3-4 0-0-1 2:0-1-2 1-4-15
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.17
Vert(LL) -0.01
2-4 >999 360
MT20 244/190
ITCDL 7.0
Lumber Increase 1.25
BC 0.06
Vert(TL) -0.01
2-4 >999 180
;BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(TL) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2007/TPI2002
(Matrix)
Weight: 15 lb FT = 0%
ILUMBER BRACING
ITOP CHORD 2,' 14 SYP M 30 TOP CHORD
Structural wood sheathing directly applied or 3-8-8 oc purlins.
1BOT CHORD 2 1 4 SYP M 30 BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
,Left: 2 X4 SYP N.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation side.
REACTIONS (Ib ize) 3=33/Mechanical, 2=149/0-11-5 (min. 0-1-8), 4=22/Mechanical
M Horz2=55(LC 3)
M Uplift3=-15(LC 4), 2=-164(LC 3)
M Grav3=33(LC 1), 2=149(LC 1), 4=55(LC 2)
FORCES (lb) M . Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Wind: ASCE 7-I 5; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. Il; Exp B; enclosed; MWFRS (low-rise); cantilever
left exposed; L mber DOL=1.33 plate grip DOL=1.33
2) This truss has t ' en designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss has een 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 bo am chord and any other members.
4) Refer to girder(, t for truss to truss connections.
5) Provide mechai dcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=164.
,• <e1'j�
6) In the LOAD C E(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
`�0\: G•E•N S
LOAD CASE(S) andard
1) Regular: Lumbi Increase
No
1.25, Plate Increase=1.25
Uniform Loads If)
380
e
Vert: 1-5 -54
Trapezoidal Loa s (plo
Vert: 5= (F=27, B=27)-to-3= 50 F=2, B=2 2= 2 F=9, B=9 19 F=1, B=1
(- )
, -to-4—
(- ) (- )
oOATE
FL Cert. 6634
August 23,201
ik WARNING - V
Designvalldfort
fij design parmnders and READ NOTES ON THIS AND INCLUDED WTEK REFERP.NCE PAGE Mr-7473 rev. 10-108 BEFORE USE.
e only with Mrrek connectors. This design is based only upon parameters shown, and is for an Individual building component.
°
Appllcabillty of
' gn paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown
Is for lateral support
erector. Additia
of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the
ibi permanent bracing of the overall structure is the responsibility of the bulding designer. For general guidance regarding
MiTek
,.a„, .......W.-
fabrication, quay
Safety Informatio
control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate institute, 781 N. Lee Sheet, Suite.312 Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
x
Job
Truss
Truss Type
Qty
Ply
Graze - Datilio
T4157623
69876
KJB
MONO TRUSS
1
1
Job Reference (optional)
Chambers Truss
Inc., Fort Pierce FI.34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:57 2011 Peg
'
ID: Nt1 GSVRE25RobEk lAtJgd?yl?_E-HkELEs2v?kARU6FMj U4xj 11 rRU U2gHKbr _cBwykx
2-1-7
1.5.0 2-1-7
Scale = 1:7.7
3
r
r
3.54 12
i
2
1
i
1
4
3x4 =
3X6 ll
1-9-14
1-9-14
Plate Offsets
Y : 2:0-3-4 0-0-1 2:0-1-2 1-4-15
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in (loc) I/deft Ud
PLATES GRIP
TCLL 20.01,
Plates Increase 1.25
TC 0.18
Vert(LL) -0.00 2 >999 360
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.02
Vert(fL) -0.00 2-4 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(TL) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2007/1'PI2002
(Matrix)
Weight: 10 lb FT = 0%
LUMBER
BRACING
TOP CHORD
X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc purlins.
BOT CHORD
X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left: 2 X 4 SYP
MiTek recommends that Stabilizers and required cross bracing be
I Jo.3
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (I/size)
3=-3/Mechanical, 2=210/0-11-5 (min. 0-1-8), 4=17/Mechanical
3)
axHarz2=66(LC
x Uplift3=-12(LC 4), 2=-229(LC 3)
ax Grav3=27(LC 3), 2=21 O(LC 1), 4=34(LC 2)
FORCES (lb) -
Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES
1) Wind: AS CEi:>ttom
-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat, 11; Exp B; enclosed; MWFRS (low-rise); cantilever
left exposed;
umber DOL=1.33 plate grip DOL=1.33
2) This truss habeen
designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss h
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
chord and any other members. 1111 t 1 `��IC
4) Refer to gird e
(s) for truss to truss connections. `!�®qi
5) Provide mec
nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=229. A, ,�<�,j',
aO
LOAD CASE(S)
`o���Ps•
Standard .r•.•��G E N
fro 39380 '---.
XX
ATE10
0�0� O
R
.,ass
O N A' ��,o�•
FL Cert. 6634
August 23,201
LAkWAIZAUNGiVeHfijdmignparamders
and READ NOTES ON 27US AND INCLUDED M EK REFERENCE PAGE MR-7473 rem. 10-108 BEFORE USE,
'
Deslgn valid f
ruse only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
Applicability
is for laterals
design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown
port of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the
MiTek"
erector, Add
onal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
POWER-P[N . -
fabrication, q
Safety Informi
ality, control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
i ion available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Job
Truss
Truss Type
City
Ply
Graze - Datilio
T4157624
69876
III
V12
VALLEY
1
1
Job Reference (optional)
Chambers Tru Inc., Fort Pierce FI. 34982
7.250 s May 11 2011 MiTek Industries, Inc. Tug Aug 23 16:00:57 2011 Pag
• ID:eHHWMVTUOwYAf6RrdhWWzFyl?8W-HkELEs2v?kARU6FMjU4xj11olLpx2gSKbn cBwykx
6-0-0
12-0-0
6-0-0
6-0-0
+
Scale = 1:19A
4x6 =
i
2
I
5.00 F12
3
'1
4
3x4 2x3 II
3x4
12-0-0
12-0-0
i
LOADIN '(psf)
SPACING 2-0-0
CSI
DEFL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.38
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.31
Vert(rL) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.05
HOrz(TL) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2007lrP12002
(Matrix)
Weight: 38 lb FT = 0%
LUMBE BRACING
TOP CH RD 2 X 4 SYP No.3 TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CH RD 2 X 4 SYP No.3 BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHER 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTI ° NS (lb/size) 1=158/12-0-0 (min. 0-1-8), 3=158/12-0-0 (min. 0-1-8), 4--164/12-0-0 (min. 0-1-8)
Max Horz 1=42(LC 5)
Max Upliftl= 83(LC 5), 3=-90(LC 6), 4=-172(LC 5)
Max Gmvl=167(LC 7), 3=167(LC 8), 4--464(LC 1)
FORCE (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS i 2-4=308/179
NOTES!
1) Unb anced roof live loads have been considered for this design.
2) Win ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DO 1.33 plate grip DOL=1.33
3) Gab requires continuous bottom chord bearing.
4) This russ has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
. '
17
5) Th 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
bet en the bottom chord and any other members.
Pro de
PS
't—Ib • • • • • • e ��i
6 mechanical connection b others of truss to bearing late capable of withstanding 100 lb uplift at'oint s 1, 3 except `00
)4=12 (Y ) 9P aP 9 P 1 () PU— )
♦`���•��GENS�••"9A�ii
• [[��J mil
LOAD' ASE(S) Standard
,--
♦
* N6 39380
`5 ATE
I
�
e O• a
e, N AL
e ee�►iiitie®.� 4.
FL Cert. 6634
August 23,201
CrynpandREADNOM ON THISAAl7)lNCLUDEDM7EKREPERP.NCEPAGEMR-74T3 rea. 10-US BEFORE USE.d
for use only with MiTek connectors.111is design Is based only upon parameters shown, and is for an Individual building component.
ty of design paromenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown
T�rfbO
l support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of theMiTek"
dditional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component
mation available from Truss Plate Institute, 781 N. Lee Sheet Suite 312, Alexandria VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
M 4 4
Job Truss
Truss Type
Qty
Ply
Graze - Datilio
14
T4157625
69876 V16
VALLEY
1
1
Job Reference (optional)
Chambers Tr 's Inc., Fort Pierce FI. 34982
7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 2315:00:58'2011 Pag
ID:eHHW MVTUOwYAf6RrdhW WzFyl?8W-IwojRC3Xm2l l5GgZHCbAGzZOGID6n7ZTpRkAjNykx
8-0-0
16.0-0 I
B-OO
8-0-0
Scale = 1:25.5
4x4 =
3
5.00 F12
2x3 11
2x3 11
2
4
5
8 7
;SM ' 2x3 I I 2x3 I I
6
2x3 11 3x4
16-0-0
16-0-0
LOADIN (pSO
SPACING 2-0-0
CSI
DEFL in
(loc) I/defl Ud
PLATES GRIP
TCLL i 20.0
Plates Increase 1.25
TC 0.17
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.06
Vert(fL) n/a
n/a 999
BCLL j 0.0 '
Rep Stress Incr YES
WB 0.06
Horz(TL) 0.00
5 n/a n/a
BCDL 10.0
Code FBC2007frPI2002
(Matrix)
Weight: 55 lb FT = O%
LUMBE BRACING
TOP CH RD 2 X 4 SYP No.3 TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CH RD 2 X 4 SYP M 30 BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHER 2 X 4 SYP No.3
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTI ° INS All bearings 16-0-0.
b) - Max Horz 1=-58(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-194(LC 5), 6=-194(LC 6)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=280(LC 1), 8=310(LC 7), 6=310(LC 8)
FORCE (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES'
1) Unb anced 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=12ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL 11.33 plate grip DOL=1.33
3) Gabl requires continuous bottom chord bearing.
4) This ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • Thi 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
betw en the bottom chord and any other members. `w�n,, S
6) Prov a mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb)
plate
8=1 6=194.
�9�°ice'
,
• �� G'E'N S�
LOAD ASE(S) Standard
``e���0
i
k . P"40 39380
,I :
ATEAl
S �
to [its,
n
FL Cert. 6634
August 23,201
� WARU10NG - Verifij dmign paramrlers and READ NOTES ON THIS AND INCLUDED 1 UTEK REFERENCE PAGE d111-7473 rea. 10-'08 BEFORE USE.
esign valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.
f
plicability, of design poramenters and proper Incorporation of component is responsibility of bulding designer -not hiss designer. Bracing shown
for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the
MiTek*
rector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
•aw�aru.ew�ewu-
bricafion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
afety Information available from Thus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610-4115
6.9876
a N i
Truss Truss Type Qty Ply Graze - Datilio
T4157626
V4 VALLEY 1 1
Job Reference (optional)
bars Truss I a., Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Tue Aug 23 15:00:59 2011 PagE 1
ID:eHHWMVTUOwYAf6RrdhWWzFyl?BW-E6M5fY49XLQ9jQPlrv6PpA6D?9XWWanc25TjGp sl
200 400
2-0-0 2-0.0
3x6 = Scale = 1:7.6
5.00 F12 2
1
3x4
3x4
3
LOADING (psf)
SPACING
2-0-0
CSI
DEFL in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plates Increase
1.25
TC 0.05
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber Increase
1.25
BC 0.11
Vert(fL) n/a
n/a 999
BOLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(TL) 0.00
3 n/a n/a
BODL 10.0
Code FBC2007/TP12002
(Matrix)
Weight: 10 lb FT = 0%
LUMBER
BRACING
TOP CHORD 2 X 4 $YP No.3
,
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2 X 4
YP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS (Ib/siz 1=94/4-0-0 (min. 0-1-8), 3=94/4-0-0 (min. 0-1-8)
Max H rz 1=10(LC 5)
Max U ' liftl=-41(LC 5), 3=-41(LC 6)
FORCES (lb) - Max. omp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof livloads have been considered for this design.
2) Wind: ASCE 7-05; ,I Omph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber
DOL=1.33 plate gn I DOL=1.33
3) Gable requires cunt I bottom chord bearing.
4) This truss has been esigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) `This truss h b d d f I' I d f
as ee esigne or a ive oa o 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ++ 1111
between the bottom' hard and any other members. ��IIy41
♦♦o
6) Provide mechanical' onnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. ,♦O�P.S• A. ,q<
LOAD CASE(S) Stan and ,��� ••. ��G E N S� »q�is�i
* : 0 39380_--
•f Z
�I ATE
0
- FL Cert. 6634
August 23,201
® IAARMNG - Vertfij ign p-ra t— and READ N07ES ON THIS AND INCLUDED AUTEK REFERENCE PAGE W1-7473 ran. 10-US BEFORE USE.
Design valid for useon l MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component.
NE
Applicability of design ramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown
s for lateral supportof i ividual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
MiTek'
erector. Addifional pe anent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingK-
fabricallon, quail ty con I, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component
Safety Informaflon avail le from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314.
Blvd. s e Eat .
Tampa, 6904 Parke
33Blvd 5
y '%8.
Job Truss Truss Type Oty Ply Groza - Datilio
T4157627
6_9876 V8 VALLEY 1 1
Job Reference (optional)
Chambers Truss I c., Fort Pierce Fl. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Aug 23 15:00:59 2011 Pag
ID:eHHWMVTUOwYAf6RrdhWWzFyl?BW-E6M5fY49XLQgjOPlrv6PpA6A69WUWaKc25TjGpylo
4-OO 8-0-0
4-0-0 4-0-0
Scale = 1:14.7
4x4 =
2
5.00 12
a
3x4
4
2x3 11
(psf)
SPACING 2-0-0
CSI
DEFL
in (loc)
I/defl
Ud
20.0 i
Plates Increase 1.25
TC 0.23
Vert(LL)
n/a
n/a
999
7.0
Lumber Increase 1.25
BC 0.18
Vert(fL)
n/a
n/a
999
0.0 '
Rep Stress Incr YES
WB 0.03
Horz(TL)
0.00 3
n/a
n/a
10.0
Code FBC2007/TP12002
(Matrix)
LUMBER
TOP CHORD 2 X 4 4P No.3
BOT CHORD 2 X 4 S� P No.3
OTHERS 2 X 4 SjP No.3
REACTIONS (Ib/size)�'I
Max Hobl
Max Up[
FORCES (lb) - Max. C
NOTES
1) Unbalanced roof live)J
2) Wind: ASCE 7-05; 14
DOL=1.33 plate grip 1
3) Gable requires contin
4) This truss has been d
5) • This truss has been
between the bottom c
6) Provide mechanical c
LOAD CASE(S) Standa
I
i
3x4
3
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 0%
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
1=118/8-0-0 (min. 0-1-8), 3=118/8-0-0 (min. 0-1-8), 4=248/8-0-0 (min. 0-1-8)
1=26(LC 5)
1=-67(LC 5), 3=-72(LC 6), 4=-75(LC 5)
mp./Max. Ten. - All forces 250 (lb) or less except when shown.
have been considered for this design.
i (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=12tt; Cat. II; Exp B; enclosed; MWFRS (low-rise); Lumber
1.33
bottom chord bearing.
ted for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
tned 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
and any other members.
ction (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4.
i
Wo 39380�--
� • T
ATE
11lSS
0 N AX-E�0
���1111
FL Cert. 6634
August 23,201
Q WARNING-Verlfij alai parana,te and REdD N07ES ON THYS AND INCLODED MITEK REPERENCE PAGE WT 7473 rr.10-'08REPOREUSE.
Design valid for use only MTek connectors. Thus design Is based only upon parameters shown, and is for an Individual building component.
Applicab lily of design por enters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of indivr�dual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
MiTek"
erector. Additional permar'ent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, Porage. delivery, erection and bracing, corwilt ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component
P,w .—P —. -
Safety Information ovailabl Ifrom Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Symbols
Numbering System
General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y
Failure to Follow Could Cause Property
offsets are indicated.
Dimensions are in ft-in-sixteenths.
6-4-8 1 dimensions shown in ff-in-sixteenths
(Drawings not to scale)
Damage or Personal Injury
Apply plates to both sides of truss
and fully embed teeth.
1. Additional stability bracing for truss system, e.g.
diagonal or x-bracing, is always required, See BCSI.
O 1/1 dr
2. Truss bracing must be designed by an engineer, For
1 2 3
TOP CHORDS
wide truss spacing, Individual lateral braces themselves
may require bracing, or alternative T. I, or Eliminator
T
CI-2 C2-3
bracing should be considered.
WEBS 4
3. Never exceed the design loading shown and never
stack inadequately braced
of
u �''� 3 ��� 3
materials on trusses.
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate
U pp h =
designer, erection supervisor, property owner and
plates 0-'h6' from outside
o- 3 (�
all other interested parties.
edge of truss.
a0
5. Cut members to bear tightly against each other.
cz-a co-z c5-�
�
6. Place plates on each face of truss at each
BOTTOM CHORDS
This symbol indicates the
8 7 6 5
joint and embed fully. Knots and wane at joint
required direction of slots in
locations are regulated by ANSIM 1.
Connector plates.
7. Design assumes trusses will be suitably protected from
"Plate location details available in MiTek 20/20
the environment in accord with ANSUTPI 1.
software or Upon request.
8 Unless se noted, moisture of lumber
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
.content
hexceed
all not 19% at tim of fabrication
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
PLATE SIZE
THE LEFT.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
The first dimension is the late
p
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
10. Camber is a non-structural consideration and is the
width measured perpendicular
4 x 4
responsibility of truss fabricator. General practice is to
to slots. Second dimension is
camber for dead load deflection.
the length parallel to slots.
11. Plate type, size, orientation and location dimensions
LATERAL BRACING LOCATION
PRODUCT CODE APPROVALS
indicated are minimum plating requirements.
ICC-ES Reports:
12. Lumber used shall be of the species and size, and
Indicated by symbol shown and/or
ESR-1311, ESR-1352, ER-5243, 9604B,
in all respects, equal to or better than that
specified.
by text in the bracing section of the
95-43, 96-31, 9667A
13. Top chords must be sheathed or puriins provided at
output. Use T, I or Eliminator bracing
NER-487, NER-561
spacing indicated on design.
if Indicated.
95110, 84-32, 96-67, ER-3907, 9432A
14. Bottom chords require lateral bracing at 10 ft. spacing,
BEARING
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
Indicates location where bearings
(supports) occur. Icons vary but
16. Do not cut or alter truss member or plate without prior
reaction section indicates joint
© 2006 MiTek@ All Rights Reserved
approval of an engineer.
I• ,®
number where bearings occur.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacce table -
envIron entail - rraan�e—rts
Industry Standards:
engineer before use.
- - - SI9P44===ix uhoM @CI Ica Ion for Metal
19. Review all portions of this design (front, back, words
Plate Connected Wood Truss Construction.
and pictures) before use. Reviewing pictures alone
DSB-89: Design Standard for Bracing.
MiTek
is not sufficient.
BCSI: Building Component Safety Information,
20. Design assumes manufacture in accordance. with--
Guide to Good Practice for Handling,
p17'WER T© pE RFC7RM,.N _ _ _ — _ _
__ _ ANSVTPI t Quality Criteria. -
`
Installing & Bracing of Metal Plate
—
Connected -Wood Trusses.
MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08