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HomeMy WebLinkAboutREVISION - TRUSS PAPERWORKRECEIVED
11111111011111111M Pi4rmitring Department;
k® st; 6ugl� rc�unty .
RE: 75460 - SASSEVILLE
Lumber design values are in accordance with ANSI/TPJ 1 section 6.3
These truss designs rely on lumber values established by others.
R,EV I
Site Information:
Customer Info: PAUL & GAIL SASSEVILLE Project Name:
Lot/Block: Subdivision:
6904 Parke East Blvd.
SASSEVILLE ModelTampa, FL 33610 4115
Address: UNKNOWN �^
City: ST LUCIE COUNTY State: FL �40
Name Address and License # of Structural Engineer of Record, If there is one, for the buildin�[/6,��
Name: License #:
AY ddress: State: CO�hy
General7russ Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions).
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 70 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
I Seal#
Truss Name I
Date
No.
Seal#
Truss Name .
Date
1
IT15902885JAl
12/27/18
18
1 T15902902
1 C8
L18
2
JT16902886JA2
12/27/18
19
1 T15902903
1 D1
8
3
IT15902887IA3
12/27/18
20
1 T1 59029041
D2
4
IT15902888IA4
12/27/18
21
1 T15902905
1 E1
8
5
1 T15902889
1 A5
12/27/18
22
1 T15902906
E2
bL
6
1 T15902890
1 A6
12/27/18
23
1 T15902907
E3
o
t1`e/Z�{r f8
7
1 T15902891
A7
12/27/18
24
1 T15902908
1 E4
8
IT15902892IA8
12/27/18
25
IT15902909
F1
P
IQ;3
9
1 T15902893
1 A9
12/27/18
26
1 T15902910
1 F2
10
1 T15902894
1 AA
12/27/18
27
1 T15902911 :J
F3
12/27/18
11
I T15902895
1 AB
12/27/18
28
1 T15902912
1 F4
12
1 T15902896
1 AC
12/27/18
29
1 T15902913
1 F6
12/27/1 Er 1
13
1 T15902897
1 AD
12/27/18
30
1 T15902914
F7
12/27/18
14
1 T15902898
1 C1
12/27/18
31
1 T15902915
1 F8
14
115
1 T15902899
1 C2
112/27/18
132
1 T15902916
1 F9
112/27/18
116
1 T15902900
1 C3
112/27/18
133
1 T1 5902917
I FA
112/27/18
117
1 T15902901
1 C4
112/27/18
134
1 T15902918
I FB
112/27/18
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The -seal on these truss'component designs is a certification
that the engineer named is licensed in the jurisdictions) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference'purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify lapplicabi lity of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
WING 1 SUBMITTAL REVIEW
[] APPROVED AS NOTED
SUBMIT ❑ REJECTED
REVIEWED FOR DESIGN CONFORMITYAND
FORMANCE CT
ONTRACTORO ISONTREP ONSIIBLEMENTS FOR
ND CORRELATING DIMENSIONS AT JOBSITE
E. CLEARANCE, QUANTITIES, FABRICATION
ND TECHNIQUES OF CONSTRUCTION,
OF HIS WORK WITH ER T D SAND
E U1��li CONTRACT D CUMEN
�1` Date:
Architectonl Inc.
Fort Pierce, FL 34950
�"N � BPS q s�i
N 80
: 53 S T/k E OF
< O P r N.
lit 111,11110%
Thomas A. Albani PE No.39380
MITek USA, Inc. FL Cert i 634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
Albani, Thomas 1 of 2
RE: 175460 - SASSEVILLE / Q56808
Site Information:
Customer Info: PAUL & GAIL SASSEVILLE Project Name: SASSEVILLE Model:
Lot/B;lock: Subdivision:
Address: UNKNOWN
City. !ST LUCIE COUNTY State: FL
No.
Seal#
Truss Name
Date
135
T15902919
1 GR1
12/27/18
136 11
T15902920
1 G R3 .
1 12/27/18
137 �
I T15902921
1 GR4
1 12/27/18
138 !1
T15902922
1 G R5
1 12/27/18
139 11
T15902923
1 GR6
1 12/27/18
140 !1
T15902924
I GRB
1 12/27/18
141 11
T15902925
1 G RC
1 12/27/18 1
142 11T15902926
I GRD
1 12/27/18
143 11
T15902927
1 GRD1
1 12/27/18
144 11
T15902928
1 GRE
1 12/27/18 1
145 11
T15902929
1 GRG
1 12/27/18
146 11
T15902930
1 GRH
1 12/27/18
147 i
I T15902931
1 H
1 12/27/18 1
148 i
I T15902932
1 H 1
1 12/27/18 1
149 !
I T15902933
1 J 1
1 12/27/18
150 1
I T15902934
I J 1 A
1 12/27/18
151 1
I T15902935
I J2
1 12/27/18
152
J T15902936
I J2A
1 12/27/18
153 1
I T15902937
I J3
1 12/27/18
154 1
I T15902938
I J3A
1 12/27/18
155 1
I T15902939
I J4
1 12/27/18
156 j
I T15902940
I J5
1 12/27/18 1
157 11
T15902941
I J5A
1 12/27/18
158 1
I T15902942
I J7
1 12/27/18
159 1
I T15902943
I J7A
1 12/27/18
160 11
T15902944
1 KJ4
1 12/27/18
161
1 T15902945
1 KJ6
1 12/27/18
162
1 T15902946
1 KJ7
1 12/27/18
163
1 T15902947
1 KJE
1 12/27/18
164
1 T15902948
1 MV2
1 12/27/18
165 !
1 T15902949
1 MV4 1
12/27/18
166
1 T15902950
1 MV6 1
12/27/18
167 11
T15902951
1 MV8 1
12/27/18
168 11
T15902952
1 MV10 1
12/27/18
169 11
T15902953
1 MV12 1
12/27/18 1
170 11
T15902954
1 MV13 1
12/27/18
2 of 2
Job
Truss
Truss Type ,
Qty
Ply I
SASSEVILLE / Q56808
T15902885
75460
At
Common
3
1
Job Reference (optional)
chambers I russ, Inc., Fort fierce, FL ts.zvu s Uec o zu 10 Iv0 I ex mousirres, mu. r Fm Liec ei I o;o4:o/ eu 1 o rdyu I
ID:cf451 GWcul fGPiOyu_4LEFz6O73-Ork9n48_POOtCQsDMJt hg8J4AyHsRgsSdRBK6ny4lOe
7-3-8 14.11-4 22-5.4 , 25-9-5 26-6-t5 32-11-4
7-3-8 7-7-13 7.6-0 3-4-1 9-1 6-4-5
4x5 =
6.00 12 4
4x6
14, 13 11 - -- 9
3x6 ill 4x4 = 3x6 = 3xB = 46 3x4 =
Scale=1:59.9
8c')
I4
6
3x5 =
7-3-8
14-11-4
25-9-5
_ 32-11-4
7-3-8
7-7-13
10-10-1
7-1-15 '
Plate Offsets(X Y)—^j3.0-3-0
Edge)
I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.52
Vert(LL)
-0.28 9-11
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.58 9-11
>682
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.62
Horz(CT)
0.05 8
n/a
n/a
BCDL 10.0 j
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.11 9-17
>999
240
Weight: 177lb FT=20%
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x41SP M 30
WEBS
2x4SP
No.3
BRACING-
TOPCHORD
BOT CHORD
WEBS
I
REACTIONS. (lb/size) 14=1213/Mechanical, 8=1213/0-8-0
Max Horz 14=236(LC 11)
Max Uplift 14=-432(LC 12), 8=-429(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1606/857, 2-4=-1359/828, 4-6=-1352/820, 6-7=-2240/1277, 7-8=-2283/1141,
1-14=-1143/683
BOT CHORD 13-14=-205/297, 11-13=-575/1409, 9-11=-744/1661, 8-9=-893/1975
WEBS 2-11= 372/284, 4-11=-381/742, 6-11= 746/492, 6-9= 300/665, 7-9=-257/276,
1-13=-617/1307
Structural wood sheathing directly applied or 4-4-15 oc purlins,
except end verticals.
Rigid ceiling directly applied or 7-4-11 oc bracing.
1 Row at midpt 2-11, 6-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=oft; Cat.
II; Exp B; Encl., GCpi=0.1'8; MWFRS (directional) and'C-C Exterior(2) 0-1-12 to 3-5-4, Interior(1) 3-5-4 to 14-11-4, Exterior(2)
14-11-4 to 18-2-12, Interior(1) 18-2-12 to 32-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
14=432, 8=429.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert6634
6904 Parke East Blvd. Tampa FL 33610
Date:
® WARNING - Vied /y design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIh7473 rev. 10/09/2015 BEFORE USE.
Design valid for use only with MfTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters:and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always requiredjfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Cdleda, DSB-89 and BCSI Building Component
Saloty Inlormatbiravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314,
MiTek°
6904 Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type a
Ply
SASSEVILLE / Q56808
j
ply
T15902886
75460
A2
Hip
1
1
Job Reference (optional)
cnamoers truss, inc f, ron rrerce, M 0.4- 3 UGG o cv . o rvu . en a wuau.va, a iu —1 a ..,.. — ... . U. .
I D:cf451 G W cul fGPiOyu_4LEFz6O73-sl IX?Q9cAKWjgaROwOYwM LsFsMc2AH_os5wteEy4lOd
7-0-2 13.6-4 16-4-4 22-8-11 26-3-3 26 6 15 32-11-4
7-0-2 6-6-2 2-10-0 6-4-6 3-6-8 0-8-12 6-4-5
4x6 =
4x4 =
3 21 4
4x6
Scale = 1:56.5
I
B 1
I,
0
15
14
13,
12
11
10
24
9
3x6 II
4x4 =
4x6
3x4 =
3x4 =
5x6 WB=
3x4 =. 3x5 =
7-0-2
13-6-4
16-4.4
26.3-3
32-11-4
7-0-2
6-6-2
2- N
9-10-15
6-8-1
Plate Offsets (X Y)-=
[8:0-0-0 0-0-41
LOADING (psf) I
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/clef]
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.52
Vert(LL)
-0.39
9-11 >999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.65
Vert(CT)
-0.75
9-11 >528
240
BCLL 0.0
Rep Stress Incr YES
WB
0.63
Horz(CT)
0.05
8 n/a
n/a
BCDL 10.0 j
Code FBC2017ITP12014
Matrix -MS
Wind(LL)
0.19
9-11 >999
240
Weight: 185lb FT=20%
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x4 SP M 30
WEBS
2x4SP No.3
OTHERS
2x4 SP No.3
BRACING-
TOPCHORD
BOT CHORD
WEBS
I
I
REACTIONS. (lb/size) 15=1213/Mechanical, 8=1213/0-8-0
Max Horz 15=217(LC 11)
Max Uplift 15=-432(LC 12), 8=-429(LC 12)
Max Grav 15=1213(LC 1), 8=1221(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1585/89012-3— 1415/928, 3-4=-1193/892, 4-5=-1417/916, 5-7= 2346/1352,
7-8=-2356/1214, 1-15=-1142/709
BOT CHORD 14,-15=-179/272, 12-14=-642/1442, 11-12=-447/1231, 9-11=824/1672, 8-9=-973/2033
WEBS 2-12= 316/248, 3-12=-209/330, 4-1 1=-213/468,5-11=-717/493, 5-9=-312/684,
7-9=-241/277, 1-14=-675/1288
Structural wood sheathing directly applied or 4-5-11 oc purlins,
except end verticals.
Rigid ceiling directly applied or 7-2-2 oc bracing.
1 Row at micipt 2-12, 5-11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=oft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-5-4, Intedor(1) 3-5-4 to 13-6-4, Exterior(2) 13-6-4
to 21-0-2, Interior(1) 21-0-2 to 32-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL= IO.Opsf.
6) Refer to girder(s)l for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
15=432, 8=429. 1
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cert 0634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
�+
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Is alwaysrequiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
MiTek'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUWII Quality Criteria, DS13-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902887
75460
A3
Roof Special
1
.1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:38 2018 Page 1
1 I D:cf451 G W cul fGPiOyu_4LEFz6O73-s11X?Q9cAKWjgaRQwOYwMLsD W MdpAEncs5wteEy4lOd
1
4-0.0 7-4-11 15-2-11 20-7-11 27-9-5 35-11-3 37-11-3
-7-4 3-4-12 3-4.12 7-10-0 5.5-0 7-1-10 B-1-14
Scale = 1:65.9
5x6 =
6.00 12
5x6 =
24 25 265
4x6 = 4x6 =
4x5 = 3x5 = 3x4 = 3x4 = 3x4. ll
7- 7.4-11 15-2-11 20-7-11 27-9-5 35-11-3
•7-4 6-9.7 - 7-10.0 5-5.0 7-1-10 8-1-14
Plate Offsets (X Y)4 [1:0-3-4 0-3-0] [4:0-3-0 0-2-0] [5:0-3-0 0-2-0] [6:0-3-0 0-3-4]
i
LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.50 12-14 >853 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.67 12-14 >642 240
BCLL 0.0 Rep Stress.Incr YES WB 0.77 Horz(CT) 0.11 7 n/a n/a
BCDL 10.0 Code FBC2017/FP12014 Matrix -MS Wind(LL) -0.30 12-14 >999 _ 240 Weight: 192 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc pudins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 �SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing.
1-15: 2x4 SP M 30 WEBS 1 Row at midpt 3-12, 6-11
OTHERS 2x8ISP 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 7=1433/0-8-0, 20=1282/0-7-4
Max Harz 20=-217(LC 12)
Max Uplift 7=594(LC 12), 20=-441(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 15-16=-639/1256, 1-16=-639/1256, 1-2=-243/309, 2-3=-1993/1286, 3-4=-178B/1102,
4-5=-1523/1073, 5-6=-1776/1108, 6-7= 2427/1316
BOT CHORD 14-15=-598/1159, 12-14=-1039/2025, 11-12=-622/1521, 9-11=-1025/2090,
7-9= 1025/2092
WEBS 3-14=-824/550, 3-12=-666/525, 4-12— 171/485, 5-1 1=-213/495,6-11=-763/469,
6-9=0/335, 2-15=-1573/854, 2-14=-673/1282, 1-20— 1557/894
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 15-2-11, Exterior(2) 15-2-11
to 18-9-13, Interior(1) 18-9-13 to 20-7-11, Exterior(2) 20-7-11 to 24-2-13, Interior(1) 24-2-13 to 38-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has Ueen designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL= 10.Opsf.
6) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
7=594,20=441.�
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
8904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
I
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
■'
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
p`
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
pq
I VIA 1T A'"
� °.Il
Is always required, for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Cdtedo, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informatbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job I
Truss
Truss Type
Pity
Ply
SASSEVILLE / Q56808
T15902888
75460
A4
Roof Special
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:39 2018
ID:cf451 GW cul fGPiOyu_4LEFz6O73-LDsvCmAExdeaRjOcUk39vZOPJm?Qvlol5lgQ
7- 5-0-0 9-4-11 17-2-11 8-7-1 24-5-13 29-8-12 35-11-3 Hit11-3
-7.4 4-4-12 4-4-12 7-10-0 1-5-0 5-10-2 5-2-15 6-2-7 2-0-0
5x6 =
5x6 =
6.00 12 4
5
5x6 = 3x4 = 3x6 = 3x4 = 4x6 =
3x4 =
8-11
Scale = 1:65.9
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
-0.21 11-13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.51
Vert(CT)
-0.3611-13
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.53
Horz(CT)
0.12 9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.14 14-16
>999
240
Weight: 215lb FT=20%
LUMBER -
TOP CHORD
2x41SP M 30
BOT CHORD
2x41SP M 30
WEBS
2x4ISP No.3 *Except'
1-17: 2x4 SP M 30
OTHERS
2x8ISP 240OF 2.0E
BRACING-
TOPCHORD
BOT CHORD
WEBS
REACTIONS. (lb/size) 9=1433/0-8-0, 22=1282/0-7-3
Max Harz 22=-257(LC 12)
Max Uplift 9=-593(LC 12), 22=-442(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 17-18=-582/1205, 1-18=-582/1205, 1-2=-219/289, 2-3=-1888/1189, 3-4=-1612/1006,
4-5=-1365/987, 5-6— 1594/1022, 6-8=-2249/1243, 8-9=-2463/1294
BOT CHORD 1d-17= 512/1125, 14-16=-895/1908, 13-14=-487/1365, 11-13=-795/1785,
9-1 1 =-1 026/2150
WEBS 3-16=-684/469, 3-14=-673/512, 4-14=-203/432, 5-13=-365/557, 6-13=-696/434,
6-11=-146/519, 8-11=-301/255, 2-17=-1500/808, 2-16=-559/1149, 1-22=-1337/741
Structural wood sheathing directly applied or 4-5-14 oc purlins,
except end verticals.
Rigid ceiling directly applied or 7-2-15 oc bracing.
1 Row at midpt 3-14, 6-13, 2-17
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordancewith Stabilizer
Installation guide.
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 17-2-11, Exterior(2) 17-2-11
to 22-2-13, Interi6r(1) 22-2-13 to 38-0=0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60 I
3) Provide adequate drainage to prevent water ponding. ,
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Bearing at joint(s) 22 considers parallel.to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
. 9=593, 22=442.
m
c? o
DIv -4
o 6
Thomas A. Albani PE No.39380
MiTek USA, Inc: FL Cert ti634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Vedfy
design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
'
Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
atruss system. Before use, the building designer must verify the applicabllity of design parameters. and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek°
Is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSViPII Quality Cdtedo, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type i
Qty
Ply
/ Q5680B
I
_�
T15902889
75460
A5
Roof Special
1
1
�SASSEVILLE
Job.Reference o tional
Chambers Truss, Inc., Fort Pierce, FL
6-6.8
8.240 s Dec 6 2018 MiTek Industnes, Inc. Thu Dec 27 15:1
ID:cf451 GWculfGPiOyuU4LEFz6O73-eYhbBgSNxQJ6nNHAbLz338sGU2olL
23-3-14 29-5-15 35-11-3
5-4-11 .. 6-2-1 6-5-4
Scale = 1:62.8
.. 6.00 12
5x6 =
Iam C
_
o
4x6 = ; 3x4 11 3x4 = 3x6 = &B = 4x6 =
7- 6-0.11 11-4-11
17-11-3
26-10-5
35-11-3
-7- S-5-7 5-4-0
6-6-8
8-11-2
9-0-14
Plate Offsets (X Y)'--
[1:0-5-7 0-3-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.49
Vert(LL)
-0.22 10-12
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.52
Vert(CT)
-0.39 10-12
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.92
Horz(CT)
0.14 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.11 10-12
>999
240
Weight: 2801b FT=20%
LUMBER- I BRACING -
TOP CHORD 2x4 SP M 30 *Except* TOP CHORD
14 2x6 SP No.2
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3 *Except* WEBS
1-116: 2x4 SP M 30
OTHERS 2x8 SP 240OF 2.0E
I
REACTIONS. (lb�size) 8=1433/0-8-0; 21=1282/0-7-3
Max Horz 21=-295(LC 12)
Max Uplift 8=-591(LC 12), 21=-444(LC 12)
Max Grav 8=1449(LC 18), 21=1282(LC 1),
I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1! 22=-185/292, 22-23=-185/292, 2-23=-185/292, 2-24=-1780/1116, 3-24=-1778/1116,
31-25=-1587/970, 4-25=-1525/983, 4-26— 1490/990, 5-26=-1549/972, 5-6=-2212/1224,
6-7=-2323/1212, 7-27=-2470/1272, 8-27=-2520/1252, 16-17= 531/1189, 1-17=-531/1189
BOT CHORD 15-16=-449/11.46, 14-15=-449/1146, 14-28=-771/1764, 13-28=-771/1764, 12-13=-771/1764,
12-29= 717/1695, 11-29= 717/1695; 11-30=-717/1695, 10-30=-717/1695,
811 10=-1006/2186
WEBS 2L14= 464/901, 3-14=-552/380, 3-12=-608/477, 4-12= 586/1102, 5-12=-671/439,
5 10=-198/594, 7-10=-345/296, 2-16— 1538/757, 1-21— 1300/728
Structural wood sheathing directly applied or 4-6-6 oc purlins, except
end verticals.
Rigid ceiling directly applied or 7-3-14 oc bracing.
1 Row at midpt 3-12, 5-12, 2-16
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=42psf; BCDL=3.Opsf; h=18ft; B=45ft; L=3611; eave=5ft; Cat.
11; Exp B; Encl., iGCpi=0.18- MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 17-11-3, Exterior(2) 17-11-3 to
21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has bleen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss haslbeen designed for a live load of,20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint 8 and 444 lb uplift at Thomas A. Albin! PE No.39380
joint 21.
MiTek USA, Inc. FL Cert 0634
LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
I
® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
*
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Ms'%k'
is always requlred� for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS117Plt Quality Criteria, DSB-89 and BCSI Bulding Component
6904 Parke East Blvd.
Safety Infonnatbiavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type e
Qty
Ply
SASSEVILLE / Q56808
T15902890
75460
A6
Roof Special
1
1
Job Reference o tional
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:41 2018 Page 1
I D:cf451 G W cut fGPiOyu_4LEFz6O73-HczfdRBVTFVlh1 A_b86d_UhhZgaNZs2Y39XFZy4lOa
7- 2-8-11 %-11 13-4-11 17-11-3 23-3-14 22.5-15 35-11-3 37-11-3
7-4 2-1-7 5-4-0 5.4-0 4-6-8 5-4-11 6-2-1 6-5-4 2-0-0
I
6.00
6xl2
23
19
5x6 =
3z4 II 4x4 = 4x8 = 3x6 = 3x4 II 3x8 = 4x6 =
Scale = 1:68.2
-7-� 2-8-11
11 13-4-11
17-11-3
20-8-11
26-11 5
35-11-3
7-4 7
%.0
5-4-0
4.6-8
2-9-8
6-1-10
9.0-14
Plate Offsets (X Y) [1:0-10-4 0-0-12] [2:0-6-0 0-2-81
I
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.87
Vert(LL)
-0.22 11-13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.53
Vert(CT)
-0.40 11-13
>999
240
BCLL 0.0
Rep Stress Inca YES
WB
0.94
Horz(CT)
0.13 9
n/a
n/a
BCDL 10.0 !
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.11 11-13
>999
240
Weight: 2461b FT=20%
LUMBER- BRACING -
TOP CHORD 2x41SP M 30 *Except* TOPCHORD
1-2:I2x6 SP No.2
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3
OTHERS
2x8!SP 240OF 2.0E
REACTIONS.
(Ib/size) 9=1433/0-8-0, 23=1282/0-7-3
Max Hors 23=-294(LC 12)
Me IX Uplift 9=-591(LC 12), 23=-444(LC 12)
Max 9=1462(LC 18), 23=1282(LC 1)
BOT CHORD
WEBS
Structural wood sheathing directly applied or 4-6-4 ocpurlins,
except end verticals.
Rigid ceiling directly applied or 7-3-3 oc bracing.
1 Row at midpt 4-16, 5-13, 6-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-609/571, 2-3=-1262/882, 3-4=-1262/882, 4-5=-1583/1018, 5-6= 1576/1004,
6-8= 2353/1242, 8-9=-2550/1289
BOT CHORD ld-17= 74/522, 14-16=-681/1613, 13-14=-682/1611, 11-13=-735/1700, 9-11=-1021/2213
WEBS 2- 1 7=-1 067/340, 2-16=-651/1220, 3-16= 326/289, 4-16=-678/332, 4-13=-554/454,
5-13=-649/1152, 6-13= 676/446, 6-11=-196/596, 8-11= 343/294, 1-17=-368/1230,
1-23=-1291/763
I
I
NOTES-
1) Unbalanced roof+live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 6-3-13, Interior(1) 6-3-13 to 17-11-3, Exterior(2)
17-11-3 to 21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1I.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing at joint(s) 23 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=591, 23=444.
I
Thomas A. Albani PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek`
Is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 Quality Criteria, DSB-89 and SCSI Bullding Component
6904 Parke East Blvd.
Safety Informafbnovailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type i Qty
Ply
SASSEVILLE / Q56808
T15902891
75460
A7
Roof Special 1
1
Job Reference (optional)
Chambers Truss, Ind., Fort Pierce, FL
0-7-4, 4-8-11
6xl2
23
19
ID:cf451 GV
5-4-11 17-11-3
5-4-0 2-6-8 5-4-1
5x6 =
6.001 F12 5x8 = —A i i 5x12 =
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:43 2018 Page 1
fGPiOyu_4LEFz6O73-D?5Q27DI?s9OwLKNjZB53PZ9zNL3rUYL?NeeKRy4lOY
29-5-15 35.11-3 37-11-3
fi-2-1 4
3x4 3x4 = 4x8 = 3x6 = 3x4 11 3x8 = 4x6. _
5-4-0 ' 2-6-6
Scale = 1:67.6
m O
010 -4
m
LOADING (psf)
TCLL 20.0
TCDL 7.0 1
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI.
TC 0.37
BC 0.53
WB 0.87
Matrix -MS
DEFL. in (loc) i/defl Ud
Vert(LL) -0.21 11-13 >999 360
Vert(CT) -0.38 11-13 >999 240
Horz(CT) 0.13 9 n/a n/a
Wind(LL) 0.10 11-13 >999 240
PLATES GRIP
MT20 244/190
Weight: 257lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 *Except* TOP CHORD
Structural wood sheathing directly applied or 4-5-12 oc purlins,
1-2: 2x6 SP No.2
except end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD
Rigid ceiling directly applied or 7-2-7. oc bracing.
WEBS 2x4 SP No.3 *Except* WEBS
1 Row at midpt 4-16, 4-13, 5-13, 6-13
1-18: 2x4 SP M 30
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2X81SP 240OF 2.0E
be installed during_ truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 9=1433/0-8-0, 23=1282/0-7-3
Max Harz 23= 294(LC 12)
Max Uplift 9=-591(LC 12), 23=-444(LC 12)
Max Grav 9=1463(LC 18), 23=1282(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-867/670, 2-3=-1302/930, 3-4=-1302/930, 4-5= 1599/1055, 5-6=-1625/1016,
6-8=-2398/1264, 8-9=-2595/1311
BOT CHORD 16-17=-178/747, 14-16=-597/1486, 13-14=-597/1485, 11-13=-755/1742, 9-11=-1040/2253
WEBS 1) 7= 401/1058, 2-17=-738/339, 2-16=-525/1025, 3-16=-328/293, 4-16=-494/216,
4-13=-539/457, 5-13=-709/1209, 6-13=-674/448, 6-11— 195/593, 8-11=-344/294,
1-23=-1298/781
NOTES-
1) Unbalanced roofl live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=,45ft; L=36ft; eave=5ft; Cat.
11; Exp B; Encl., 6Cpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 4-8-11, Exterior(2) 4-8-11 to
8-3-13, Interior(1� 8-3-13 to 17-11-3, Exterior(2) 17-11-3 to 21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between.tFie bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
9=591, 23=444.
1 Thomas A. Albani PE No.38380
MiTek USA, Inc. FL Cert6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27.2018
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI1-7473 rev. 1WO312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quo' B1ryy Cdteda, DSB-89 and Ill Budding Component
Safety Infannatk7inavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
MiTek`
6904 Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type City
Ply
SASSEVILLE / Q56808
T15902892
75460
A8
Roof Special 1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:44 2018 Page 1
ID:cf451 G W cut fG PiOyu_4LEFz6O73-hBfoFTENmAHtYVvZHHfKcc6JpnhzaxKU E1 NBsty41 OX
0 7- 6-6.3 11-10-3 17-2-3 17-11 3 23-3-14 22.5-15 29• -14 35.11-3 37-11-3
-7.-4 5-10-15 5-4-0 5-4-0 9- 5-4-11 6-2-1 0- -15 6-4-5 2-6-0
I
Scale = 1:69.4
6x1f
22
18
5x6
6.00 12 5x8 = 3x4 II 5x12 =
9x4 11 3x4 —_ 3x6 = 3x8 =
4x6 =
3x8 =
Or7-p 6.6-3 11-1%3 17-2-3
26-10-5 35-11-3
0-7-4 5-10-15 5-4-0 5-4-0
9-8-2 9-0.14
Plate Offsets (X,Y)-= [1:0-10-4,0-0-121, [2:0-6-0,0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.43
Vert(LL)
-0.24 11-13 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.55 -
Vert(CT)
-0.44 11-13 >975 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.83
Horz(CT)
0.15 9 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.10 11-13 >999 240
Weight: 255lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 ASP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins,
1-2: 2x6 SP No.2
except end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-1 oc bracing.
WEBS 2x4ISP No.3 *Except* WEBS
1 Row at micipt 2-16, 3-14, 4-14, 4-13, 5-13, 6-13
1-17,: 2x4 SP M 30
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x8ISP 240OF 2.0E
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. .(Ib/size) 9=1433/0-8-0, 22=1282/0-7-3
Maz Hor4 22=-294(LC 12)
Maz Uplift 9=-591(LC 12), 22=-444(LC 12)
Max Grav 9=1513(LC 18), 22=1282(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1028/737, 2-3=-1303/939, 3-4=-1303/939, 4-5=-1609/1054, 5-6=-1645/1003,
6-8= 2469/1273, 8-9=-2666/1320
BOT CHORD 14-16=-215/880, 13-14=-504/1408, 11-13=-762/1796, 9-11=-1049/2316
WEBS 11 6=-369/1013, 2-16=-559/284, 2-14=-430/862, 3-14=-338/293, 4-14=-398/122,
4-13=-477/396, 5-13=-648/1111, 6-13=-682/444, 6-11— 195/609, 8-11=-344/296,
1-22=-1303/778
NOTES-
1) Unbalanced roof1live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-4-2, Interior(1) 4-4-2 to 6-6-3, Exterior(2) 6-6-3 to
10-1-5, Interior(lj 10-1-5 to 17-11-3, Exterior(2) 17-11-3 to 21-6-5, Interior(1) 21-6-5 to 38-0-0 zone;C-C for members and forces &
MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of'20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
9=591, 22=444. i
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Ver/ly deslgn parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for on individual building component, not
�*
a truss system. Before use; the building designer must verify the applicability of design parameters.and properly Incorporate this design Into the overall
■■�•YY■■i
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
��T®k°
Is always requlredifor stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria, DSB-89 and SCSI BuIlding Component
6904 Parke East Blvd.
Safety Informatlohavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Ply
SASSEVILLE / Q56808
'Ply
T15902893
75460
A9
Roof Special
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:45 2018 Page 1
I D:cf451 G W cui fGPiOyu_4LEFz6O73-9NDATpF?XTPk9eUmq_AZ8geVZB1 W JN?eTh710Ky4lOW
0,-7-4' 4-6-3 9-10-3 15.2-3 17-11-3 23-3-14 _29-5-15 29.5-14 35-11-3 37-11-3,
7-4! 3-10-15 5-4-0 5-4,0 2-9-0 5-4-11 6-2-1 0-d.15 6-4-5
6-nn R-9- 5x8 =
6xl2
23
19
5x6 =
5x12 =
3x4 11 3x4 = 4x8 = 3x6 = 3x4 11 3x8 = 4x6 =
Scale = 1:67.6
7- 4-6-3 9-10-3 15-2-3 17-11-3
26-10-5 35-11-3
7-4' 3-10-15 5-4-0. 5-4-0 2-9-0
8-11-1 9-0-15
Plate Offsets (X Y)-= [1:0-10-4 0-0-12] [2:0-6-0 0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.36
Vert(LL)
-0.21 11-13 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.53
Vert(CT)
-0.38 11-13 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.87
Horz(CT)
0.13 9 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.10 11-13 >999 240
Weight: 265lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 'Except* TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins,
1-2:I24 SP No.2
except end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing.
WEBS 2x4�SP No.3 *Except* WEBS
1 Row at midpt 4-16, 5-13, 6-13
1-18: 2x4 SP M 30
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x8 iSP 240OF 2.0E
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 9=1433/0-8-0, 23=1282/0-7-3
Max Horz 23=-294(LC 12)
Max Uplift 9= 591(LC 12), 23=-444(LC 12)
Max Grav 9=1479(LC 18), 23=1282(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-842/661, 2-3=-1296/930, 3-4=-1296/930, 4-5=-1594/1054, 5-6=-1616/1016,
6-8= 2390/1264, 8-9=-2586/1311
BOT CHORD 16-1 7=-1 75/726, 14-16=-609/1493, 13-14=-609/1492, 11-13=-755/1734, 9-11 =-1 041/2246
WEBS 1-17=406/1063, 2-17=-760/349, 2-16=-536/1039, 3-16=-328/293, 4-16=-511/226,
4-13=-540/458, 5-13= 705/1201, 6-13=-674/448, 6-11=-195/593, 8-11=-344/294,
1-23=-1297/784
NOTES-
1) Unbalanced roof1live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 8-1-5, Interior(1) 8-1-5 to 17-11-3, Exterior(2) 17-1113
to 21-6-5, Interior 1) 21-6-5 to 38-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between.the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7), Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=591,23=444.�
Thomas A. Alban! PE No.39360
MiTek USA, Inc. FL Cart 6634
I
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
I
® WARNING - Vert /y design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIP7473 rev. 1WO312015 BEFORE USE.
'
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters:and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek°
is always requlred1for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the .
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Gualny Crttedo, DSB49 and SCSI Building Component
6904 Parke East Blvd.
Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902894
75460
AA
Roof Special
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:46 2018 Page 1
1 ID:cf451 GWcul fGPiOyu_4LEFz6O73-danYg9FdHnXbno3yOihohl BhTaOC2gcniLslwmy4lOV
2-6-3 3-7-4 8-4-12 13-2-3 17-11-3 23-3-14 29-5-15 35-11-3
2-6-3 1-1-1 4-9-8 4-9-6 5-4-11 6-2-1 6-5-4
5x6 =
6.001
4x5
Scale: 3/16°=l'
17 16 14 13
3x5 =
3x6 = 3x8 =
3x6 =
I
3-7-4
2-6-3 3-73 e-4-12 13-2-3 17-11-3
26-10-5 35-11-3
2-6-3 1-1-0 4-9-6 4-9-8 4-9-0
6-11-2 9-0-14
0-0-1
Plate Offsets (X Y)-= [2:0-6-0 0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.29
Vert(LL)
-0.18 11-13 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.50
Vert(CT)
-0.32 11-13 >999 240
BCLL 0.0
Rep Stresslncr YES
WB 0.85
Horz(CT)
0.02 10 n/a n/a
BCDL 10.0
Code FBC2017[TP12014
Matrix -MS
Wind(LL)
0.11 11-23 >999 240
Weight: 237lb FT=20%
LUMBER- BRACING -
Structural directly 4-10-5
TOP CHORD 2x4ISP M 30 TOP CHORD
BOT CHORD. 2x4ISP M 30 -Except-
wood sheathing applied or oc purlins,
except end verticals.
3-17,: 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4ISP No.3 WEBS
1 Row at midpt 5-13, 7-13
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. Al, bearings 3-7-3 except (jt=length) 10=0-8-0.
(lb) - Max Horz 20=-221(1-C 12)
Max Uplift All uplift 100 lb or less at joint(s) 19 except 20=-672(LC 1), 18=-657(LC
12), 10=-401(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 20 except 18=1822(LC 1),
18=1822(LC 1), 19=385(LC 1), 10=1138(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-286/651, 2-3=-297/711, 3-4� 293/709, 4-5=-937/706, 5-6=-1104/769,
6-7=-1093/769, 7-9=-1895/1060, 9-10=-2084/1118, 1-20=-310/692
BOT CHORD 19-20=-187/273, 18-19=-652/555, 14-16=-90/420, 13-14=-366/935, 11-13=-561/1301,
10-11=-88B/1818
WEBS 2-18=-471/260, 5-14=-656/407, 6-13— 423/719, 7-13=-688/454, 7-11=-252/622,
9-1 1=-361/340,1-19=-729/389, 4-14=-469/887, 16-18=-118/519, 4-18=-1388/888
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-sec6nd gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=36ft; eave=5ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-5, Interior(1) 6-1-5 to 17-11-3, Exterior(2)
17-11-3 to 21-6-5, Interior(1) 21-6-5 to 35-11-3 zone;C-C for members and forces & MWFRS for reactions shown' Lumber DOL=1.60
plate grip, ,DOL=1I.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x4 MT20 unless otherwise indicated.
5) This truss has been designed for 10.0 psf bottom chord live load nonooncurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 100 lb uplift at joint(s) 19 except (jt=lb)
20=672, 18=657110=401. Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MR`EK REFERANCE PAGE 01-7473 rev. 10/0312015 BEFORE USE,
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and_is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
IVIT
ake
MiTek'..
Is always requlredjfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .
.
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd..
Safetv Inloenatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314,
Tampa, FL 33610
Job
Truss
Truss Type _ c
Qty
Ply
SASSEVILLE / Q56808
i
T15902895
75460
AB
Roof Special
1
1
Job Reference (optional)
Chambers I russ, Inc., tort fierce, I-L a.zvU s Uec o eU 10 rvn i eK mausrries, mu. i nu ueU cr , dLdC.YI cU, o rdge ,
ID:cf451 GW cut fGPiOyu_4LEFz6O73-6mLwuVGG25fSPydByPD1 DFkh6_kJnFdxw?crTCy4lOU
-7- 3-10-12 6-10-11 8-2-3 14-11-3 20-9-0 26.6-14 32-11-3
7- 3-3.6 3-0-0 1-3.8 6-9-0 5-9-13 5-9-13 6-4-5
4x5 =
6.00 F12
5
3x4 11 3x8 = 3x6 =
6xB =
6-10-11 8-2-3, 14-11-3 1 24-3-14 32-11-3
FS1111
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
-0.24 10-12
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.51
Vert(CT)
-0.43 10-12
>904
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.99
Horz(CT)
0.10 9
n/a
n/a
BCDL
10.0
Code FBC2017lrP12014
Matrix -MS
Wind(LL)
0.11 10-20
>999
240
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30
TOP CHORD
BOT CHORD
2x4 SP M 30 *Except*
3-14: 2x4 SP No.3
BOT CHORD
WEBS
2x41SP No.3
WEBS
OTHERS 2x81SP 240OF 2.0E
REACTIONS. (lb/size) 9=1207/0-8-0, 21=1174/0-7-3
Max Horz 21=-229(LC 12)
Max Uplift 9=-431(LC 12), 21=-415(LC 12)
Max Grav 9=1233(LC 18), 21=1174(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 16-17=-549/1104, 1-17=-549/1104, 2-3= 1744/1016, 3-4=-1705/999, 4-5=-1349/839,
5-6=-1313/850, 6-8=-2150/1164, 8-9=-2308/1197
BOT CHORD 15-16=-368/1070, 12-13=-561/1303, 10-12=-658/1517, 9-10=-959/2016
WEBS 13-15=-1091/2596, 4-15=551/1519, 4-13=-2208/1016, 4-12=-325/276, 5-12=-437/868,
6-12=-685/447, 6-10=-253/623,'8-10=-330/318, 2-15=-530/1077, 2-16=-1349/749,
1-21=-1196/655
Scale: 3/16"=1'
0
v
do
9 0)
I4
6
PLATES GRIP
MT20 244/190'
Weight:.205lb FT=20%
Structural wood sheathing directly applied or 4-7-7 oc purlins,
except end verticals.
Rigid ceiling -directly applied or 6-0-0 oc bracing.
1 Row at midpt 4-13, 4-12, 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1.) Unbalanced roof1live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=10psf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 3-10-12, Interior(1) 3-10-12 to 14-11-3, Exterior(2)
14-11-3 to 18-2-11, Interior(1) 18-2-11 to 32-11-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding..
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live lead 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.e bottom chord and any other members, with BCDL = 1 O.Opsf.
6) Bearing at joint(s) 21 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify
capacity of bean 6 g surface.
7) Provide mechanical connection (by others) of truss_to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=431, 21=415. 1
I
j
Thomas A. Albani PE N6.39380
MiTek USA, Inc. FL Cert.6634
6904 Parke East Blvd. Tampa FL33610
Date:
December 27,2018
® WARNING - Verlty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10103/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
�"
a:truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW.
Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
.
fabrication, stora0e, delivery, erection and bracing of trusses and truss systems,'seeANSVIPll Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610 . .
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
s
T15902896
75460
AC
Roof Special
1
1
Job Reference (optional)
cnamoers truss, Inc., ron rierce, rL o.zwu s uec o zu 10 1vu reK uluusulea, ❑K:. 1 nu uea u 1 o.ocvo LV 1 o rdya 1
ID:cf451 GWculfGPiOyu_4LEFz6O73-ayvJ5gHupOnJO6CLW7kGmSGtt03PWij49fLP?fy4lOT
5.7- 6-2-3 6-10- 1 10-9-4 14-11-3 20-3.14 26-6-1 32-11-3
7- 5-6-15 -8- 3-10-8 4-1-15 5-4.11 6-2-3 6-5-2
I
Scale = 1:60.2
4x4 =
6.00 F12 5
14 13 - 12 3x4 = 3x4 =
3x6
3x4 13x5 = 3x8 = =
Plate Offsets (X,Y)-� [1:0-3-12,Edgel, [2:03-0,Edgel, [15:0-4-12,0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.87
Vert(LL) -0.22 10-12 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.39 10-12 >993 240
BCLL 0.0
Rep Stress Incr . YES
WB 1.00
Horz(CT) 0.06 9 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL) 0.13 14 >999 240
Weight: 207lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 *Except*
3-14: 2x4 SP No.3 BOT CHORD
WEBS 2x4 SP No.3 WEBS
OTHERS 2x8 SP 240OF 2.0E
REACTIONS. (lb/size) 9=1207/0-8-0, 21=1174/0-7-3
Max Horz 21=193(LC 11)
Max Uplift 9=-433(LC 12), 21=-412(LC 12)
Max Grav 9=1209(LC 18), 21=1174(LC 1.)'
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2461/1406, 2-3=-2327/1321, 3-4=-2350/1384, 4-5— 1276/868, 5-6=1297/B57,
6-8=-2054/1143,8-9=-2243/1201
BOT CHORD 15-16=-19/324, 12-13=-500/1247, 10-12=-640/1488, 9-10=-963/1967
WEBS 1-15=-1242/2382, 2-15=-1202/746, 5-12=-540/881, 4-13= 593/270, 4-12= 349/302,
13-15= 537/1361, 4-15=-703/1363, 6-12— 684/452, 6-10=-246/618, 8-10=-357/335,
1-21=-1255/681
Structural wood sheathing directly applied or 4-4-8 ocpurlins,
except end verticals.
Rigid ceiling directly applied or 7-4-1 oc bracing.
1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance' with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roofilive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-0-8, Interior(1) 4-0-8 to 14-11-3, Exterior(2) 14-11-3
to 18-2-11, Interior(1) 18-2-11 to 32-11-3 zone;C-C for members and forces & MWFRS for reactions- shown; Lumber DOL=1.60 plate
grip DOL=1.60 I .
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom' chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of beari g surface:
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=433, 21=412.
I
i
I
I
Thomas A. Albani PE No.39380
MiTek USA, Iric: FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
rloramhcr 97 ini A
WARNING- Venfy design parameters and READ NOTES ON.THIS AND INCLUDED WEEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
_
Design valid for use only with NllTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
�*
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of -individual truss web and/or chord members only. Additional temporary and permanent bracing.
M iTek°
Is always requiredlfor stability and to prevent collapse with possible personal Injury and: property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPIi Quality Criteria, DSB-69 and BCSI Building Camponant
6904 Parke East Blvd.
safety Informatbhovoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job I
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
'
T15902897
75460
AD
Roof Special
1
1
Job Reference (optional)
Chambers l russ, Inc., Fort Fierce, FL tl.z4u s uec b zU1 o nai I eK rnausmes, inc. i nu Lieu a 13:3L:4y eu 1 o rage 1
ID:cf451 GWculfGPiOyu_4LEFz6O73-28ShJAIWaivAeGnX3gFVJgpBioPhFBJEOJ5yX5y410S
7- 4-2-3 6-10-11 10-9-4 14-11-3 20-3-14 26-6-1 32-11-3
-7- 3-6-15 2-8.8 3-10-8 4-1-15 5-4-11 6-2-3 6-5-2
4x4 =
Scale = 1:60.7
0
v
m
9 m
Ia
6
14 13 12 3x4 = 3x4 =
3x4 13x5 = 3x8 = 3x6 =
-7- 1 4-2-3 10-9-4 14-11-3 23-10-6 32-11-3
%1.2-11
-7- 3-6-15 2-8-8 3-10-8 4-1-15 8-11-3 9-0-13
Plate Offsets (X Y)-'- f 1:0-3-8 0-5-4] r16:0-3-8 0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Weil Ud
PLATES GRIP
TCLL 20:0
Plate Grip DOL 1.25
TC 0.29.
Vert(LL) -0.20 10-12 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.51
Vert(CT) -0.36 10-12 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.85
Horz(CT) 0.03 9 n/a n/a _
BCDL 10.0
Code, FBC2017fTP12014
Matrix -MS
Wind(ILL) 0.11 10-20 >999 240
Weight: 206 lb FT = 20%
LUMBER-
I - -
1SP
BRACING -
TOP CHORD
2x4
M 30 *Except*
TOP CHORD
Structural wood sheathing directly applied or 4-8-0 ocpurlins,
1-2:12x8
SP 240OF 2.0E
except end verticals.
BOT CHORD
2x4
!SP M 30 *Except*
BOT. CHORD
Rigid ceiling directly'applied or 7-0-13 oc bracing.
3-1
: 2x4 SP No.3
WEBS
1 Row at midpt 6-12
WEBS
2x41SP
No.3
MiTek recommends that Stabilizers and required cross bracing
1
be installed during truss erection, in accordance with Stabilizer
,
Installation guide.
REACTIONS. (lb/size) 1=1191/0-7-3, 9=1191/0-8-0
Max Harz 1=208(LC 11)
Max Uplift.l=-415(LC 12), 9=-430(LC 12)
Mai Grav 1=1191(LC 1), 9=1192(LC 18)
FORCES. (lb) - MAX. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2089/1251, 2-3=-2205/1251, 3-4= 2198/1331, 4-5=-1239/853, 5-6=-1260/843,
6-8=-2018/1129, 8-9= 2207/1187
BOT CHORD 15-16= 1088/2161, 12-13=-480/1195, 10-12= 628/1455, 9-10=-951/1935
WEBS 1-16=-1117/2228, 2-16=-896/511, 2-15=-262/243, 5-12=-527/848, 4-13= 571/262,
4-12= 317/287, 13-15= 522/1302; 4-15=-658/1225, 6-12=-684/452, 6-10=-246/618,
8-10=-357/335
NOTES- I
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-0 to 4-2-3, Interior(1) 4-2-3 to 14-11-3, Exterior(2) 14-11-3
to 18-2-11; Interior(l)
r(1) 18-2-11 to 32-11-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate. .
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has.8een 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 ttie bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) except Qt=lb)
1=415, 9=430.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
I
I
Thomas A. Alban! PE N6.39380
MiTek USA, Ific. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® -WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. fW03(20f5 BEFORE USE.
Design valid for use
only with MiTek® connectors. This design Is based only upon parameters shown, -and is for an individual building component, not
�s
a truss system. Before
use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing
Indicated is to prevent.buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .
MiTek"
is always requiredlfor
stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the
fabrication, storage;
delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd,
Safety Informationovallable
from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type ,
Qty
Ply
SASSEVILLE / Q56808
T15902898
75460
C1
Half Hip
1
1
Job Reference (optional)
cnamoers i russ, me., ron rleree, r•L 0.e'4u 5 Uec 0 Za 10 IVII I UK Inuu5tneS, Inc. I I Ia Udc Lr 10;04;%V 4U 10 rdye I
I D:m5Qw_AcDzoW W FtUk733JIfyoEyK-28ShJAl W aivAeGnX3gFVJgp8loRCFH4EOJ5yX5y4l OS
-2-0-0 6-3-6 9-0-0 16-8-0 24-4-0
2-0.0 6-3-6 2-8-10 7-8-0 7-8-0
4x8 =
4
2x3 �I
16 17 18 5
Scale = 1:44.5
3x5 =
19 6
3x5 = 3x4 = uxtu = Jx0 II
9-0-0
16-8-0
_
24-4-U
9-0-0
7-8-0
7-8-0
Plate Offsets (X Y)-=
[2:0-0-0 0-0-4] [4:0=5-4 0-2-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defi
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48,
Vert(LL)
-0.13 10-13
>999
360 .
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.42
Vert(CT)
-0.27 10-13
>999
240
BCLL 0.0
Rep Stress Incr YES
WB. 0.48
Horz(CT)
0.03 7
n/a
n/a
BCDL 10.0
Code. FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.06 10-13
>999
240
Weight: 1271b FT= 20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4�SP No.3
BRACING-
TOPCHORD
BOT CHORD
WEBS
i
REACTIONS. (lb/size) 7=890/Mechanical, 2=1,011/0-8-0
Max Harz 2=248(LC 12)
Max Uplift 7=-351(LC 9), 2=-417(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3_ 1511/848, 3-4=-13.11/716, 4-5=-1103/668, 5-6=-1103/668, 6-7=-821/560
BOT CHORD 2-10=-929/1307, 8-10=-736/1145
WEBS 3-10= 271/287, 4-1 0=- 168/431, 5-8=-477/416; 6-8=-763/1258
Structural wood sheathing directly applied or 5-7-6 oc puriins,
except end verticals.
Rigid ceiling directly applied or 7-6-15 oc bracing.
1 Row at midpt 4-8, 6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced.roofIlive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0
to 13-2-15, Interior(1) 13-2-15 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60 1
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s)I for truss to truss connections.
7) Provide mechan cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
7=351, 2=417.
Thomas A. Albani PE No.39380
MiTek USA, Inc: FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
i
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev, 1WO312015 BEFORE USE.
Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, land is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicabllity of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent.buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
MiTek°.. -
fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB49 and SCSI Bu9ding Component
6904 Parke East Blvd..
SafetV Intonnationavailoble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610 .
Job i
Truss
Truss Type a
Qty
Ply
SASSEVILLE / Q56808
I
T15902899
75460
C2
Half Hip
1
1
Job Reference (optional)
Chambers I russ, Inc., rOn Vierce, t-L
i
4x8 =
3
tf.z4u s uec b ZU I b IVII I eK Inausines, mc. I nu Uee z/ i o;je:ou eu i o rage r
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-W L03W W IBL01 OGQMjdXmkrtMIQCoL_dYNczgW4Xy4lOR
17-8-0 24-4-0
6.8-0 6.6-0
Scale=1:41.7
2x3 11 3x4 =
16 4 17 18 5
3x4 = 2x3 11 3x6 = 3x4 = 3x10 =
3x6 11
I
5-9-4 11-0-0 17-8-0 24-4-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.05 10-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.10 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT), 0.03 6 n/a n/a
BCDL 10.0 j Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.05 10-13 >999 240 Weight: 135lb FT=20%
i
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing.
WEBS 1 Row at midpt 3-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=895/0-8-0, 0=895/Mechanical
Max Horz 1=224(LC 12)
Max Uplift 1=-292(LC 12), 6= 352(LC 9)
FORCES. (lb) - M x. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2— 1620/845, 2-3=-1169/659, 3-4=-827/515, 4-5=-827/515, 5-6=-837/576
BOT CHORD 1-10=-992/1414, 8-10=-992/1414; 7-8=-667/992
WEBS 2-8=-508/374; 3-8- 144/398, 4-7=-418/365, 5-7=-665/1067
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7710; Vult=165mph (3-second. gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior 1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to
15-2-15, Intedor(i1) 15-2-15 to 24-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tfje bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
1=292, 6=352.
i
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING- Verify design parameters and READ NOTES ON: THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1W03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required1for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality CrBedo, DS13-89 and SCSI Building Component
Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
IVi iTek°
6904 Parke East Blvd.
Tampa, FIL 33610 . .
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902900
75460
C3
Half Hip
1
1
Job Reference (optional)
Chambers I fuss, Inc., port Pierce, I-L b.z4u s uec b zu10 Nu I eK mausmes, inc. i nu uec zr io:JZ:b I eu I a rage i
I D:cf451 G W cui fG PiOyu_4LEFz6O73-_XaRjsJm6J9ttZxvBFHzO5uQDb72j5?W rda3czy4lOQ
6-8-8 12-10-8 18-7.4 24-4-0
6-8.8 6.2-0 5-8-12 5-8-12
4x8 = Scale=1:44.0
2x3 I I 3x4 =
3 16 17 18 4 19 5•
1 Y1
0
10 a 8 zu 7 z1
6
3x4 = 2x3 II 3x6 = 3x4 = 3x8 = 3x6 II
6-8.8 12-10-8 18-7-4 24-4-0
6-8.8 6-2-0 5-8-12 5-8-12
[3:0-5-4,0-2-01
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc).
I/defl
Ud
PLATES, GRIP
TCLL 20:0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.06 10-13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.33
Vert(CT)
-0.12 10-13
>999
240
BCLL 0.0. * j
Rep Stress Incr
YES
WB 0.84,
Horc(CT)
0.03 6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.07 10-13'
>999
240
Weight: 142lb FT=20%
LUMBER-
-
BRACING -
TOP CHORD
2x41SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-6-15 oc purlins,
BOT CHORD
2x4 ASP M 30
except end verticals.
WEBS
2x4 IS No.3
BOT CHORD
Rigid ceiling directly applied or 7-4-13 oc bracing.
WEBS
1 Row at midpt 3-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
i
Installation guide.
REACTIONS. (lb/size) 1=895/Mechanical, 6=895/Mechanical
Max Horz 1=263(LC 12)
Max Uplift 1=-282(LC 12), 6=-353(LC 12)
Max Grav 1=895(LC 1), 6=927(LC 17)
FORCES. (lb) -MAX. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1578/772, 2-3=-1028/555, 3-4=-630/403, 4-5=-630/403, 5-6=-845/589
BOT CHORD 1-10=-961/1410; 8-10=-961/1410, 7-8=-583/879
WEBS 2-10=0/280, 2-8=-614/433, 3-8=-168/456, 3-7=-377/273, 4-7=-349/314, 5-7= 610/953
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and. C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-8, Exterior(2) 12-10-8
to 17-1-7, Interioi(1) 17-1-7 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL='1.60 plate
grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Refer to girder(s)l for truss to truss connections.
6) Provide. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift,at joint(s) except (jt=lb)
1=282, 6=353.
i
I
I
I
Thomas A. Alban! PE No.39360
MiTek USA, Inc: FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
bate:
i
® WARNING - Verify design parameters and READ NOTES OMTN/S AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE.
�ee
Design valid for use only with NliTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
p�E3
a.truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing.
`•Y■■i
MiTek"
Is always requlredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _
fabrication; storage; delivery, erection and bracing of trusses and truss systems, seeANSVrPII Quality Cdlerla, DSB-89 and BCSI BuDding Component
6904 Parke East Blvd.
Safety Informatblravailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job !
Truss
Truss Type ,
Qty
Ply
SASSEVILLE / Q56808
T15902901
75460.
C4
Common
3
1
j
I
Job Reference (optional)
cnamoers 1 russ, Inc., ron rlerce, rL Me'#U s Uec b eU 1 a IVII 1 UK IHUU5QIe5, 111U. 1 I IU UBU cr 1 J:JL:aL LU 10 rdge 1
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-Sj8pxCKOtdHkViW6lyoCwlRjU?TTShkg4HJc8Qy4IOP
6-4-4 12-2-0 17-11-12 24-4-0
6-4-4 5-9.12 5-9-12 6-4-4
4x4 = Scale = 1:42.4
1 3
5 m
I4
a
a 1 19 vu b
3x4 = 3x4 = 3x6 = 3x4 = 3x4 =
I
1
U I i 1
6-3-6
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25 ..
TC 0.25
Vert(LL)
-0.11
6-8
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
.1.25
BC 0.38
Vert(CT)
-0.20
8-11
>999
240
BCLL 0.0 j
Rep Stress Incr
YES
WB 0.29
Horz(CT)
0.04
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.08
6-14
>999
240
Weight: 108 Ib . FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc puriins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer .
Installation quide.
REACTIONS. (lb/Size) 1=900/Mechanical, 5=900/Mechanical
Max Harz 1=-163(LC 10)
Mai Uplift 1=-320(LC 12), 5=-320(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ill or less except when shown.
TOP CHORD 1-2=-1574/858, 2-3=-1416/848, 3-4=-1416/848, 4-5— 1574/858
BOT CHORD 1-8=-663/1415, 6-8=-332/902, 5-6=-663/1374
WEBS 3-6=-288/617,4-6=-349/334,3-8=-288/617,2-8=-349/334 .
NOTES-
1) Unbalanced roof live loads have been considered for. this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24f; eave=4ft; Cat.
II; Exp B; Encl., 6Cpi=0.18; MWFRS (directional) and C-C Exterior(?) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to-12-2-0, Exterior(2) 12-2-0 to.
15-2-0, Interior(l) 15-2-0 to 24-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plategrip.
DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live. load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tale bottom chord and any other members, with BCDL = 10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb)
1=320, 5=320.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
®'WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1WOZ2015 BEFORE USE.
Design valid for use only with N1ITek®connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
�*
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
MiTek°
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Qua1By Criteria, DSB-89 and SCSI Buadinp Component
6904 Parke East Blvd.
Safety Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
i
Job
Truss
Truss Type
JQty
Ply
SASSEVILLE / Q56808
T15902902
75460
C8
Roof Special
1
.1
Job Reference (optional)
L;nambers I russ, Inc., hOn Fierce, t-L d.'L4U S UeC ti zul d MI i eK InousineS, Inc. I nu uec zt 73:32:bz Zulu rage 7
ID:cf451 GWculfGPiOyu_4LEFz6O73-Sj8pxCKOtdHkVjW6lyoCwlRib?U_SaBg4HJc8Qy4lOP
6.4-4 12-2-0 1 -10.0 18-4-0 24-4-0
6-4-4 5-9-12 -8- 5.6-0 6-0-0
i
Scale = 1:43.9
4x4 =
412 = 3x4 'Il
3
10 9 8 7
3x4 = 2x3'II- 3x6 = 3x8 = _ 6x8 =
6-4-4 12-10-0
6-4-4 6-5-12
18.4-0
5-6-0
i
LOADING (psf) I
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Well Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.31
Vert(LL)
-0.04 10-13 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.28.
Vert(CT)
. -0.09 10-13 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.71
Horz(CT)
0.02 7 n/a n/a
BCDL 10.0
Code FBC2017rr.P12014
Matrix -MS
Wind(LL)
0.06 10-13 >999 240
Weight: 117lb- FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4ISP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 9-0-9 oc bracing.,
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=659/Mechanical, 6=199/Mechan.ical, 7=967/Mechanical
Max Horz 1=235(LC 12)
Max Uplift 1=-193(LC 12), 6=-127(LC 9), 7=-433(LC 12)
Max Grav 1=659(LC 1), 6=199(LC 22), 7=967(LC 1)
FORCES. (lb) - M I x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1078/462, 2-3=-536/246, 3-4=-453/282, 5-7= 463/396
BOT CHORD 1-110=-626/929, 8-10= 626/929, 7-8=-268/420
WEBS 2-10=0/268, 2-8=-597/403, 4-8=-151/277, 47=-623/402
NOTES-
1) Unbalanced root
2) Wind: ASCE 7-1
II; Exp B; Encl., 1
15-10-0, Interiorl
grip DOL=1.60
3) Provide adequat
4) This truss has bl
5) * This truss has
will fit between tl
6) Refer togirder(s
7) Provide mechan
1=193, 6=127, 7
8) Hanger(s) or oth
connection devic
LOAD CASE(S)
1) Dead + Roof Li
Uniform Loads
Vert: 1
Concentrated L
Vert: 1
ive loads have been considered for this design.
1; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
Cpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-2-0, Exterior(2) 12-2-0 to
15-10-0 to 24-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
drainage to prevent water ponding.
an designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
bottom chord and any other members.
for truss to truss connections.
;al connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
433.
r connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such
e(s) is the responsibility of others.
(balanced): Lumber Increase=1.25, Plate Increase=1.25
-54, 3-4=-54, 4-5=-54, 5-6==54, 7-11= 20
Js (lb)
75 20=-75
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 97 201 A
® WARNING- yer),fy design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE
R*
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek*
is always requlred1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
_
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPil Quality Criteria. DSB49 and BCSI Building Component
6904 Parke East Blvd..
Safety Infonnatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
I
Tampa, FL 33610
Job
Truss
Truss Type
Oty
Ply
SASSEVILLE / 056808
T15902903
75460
D1
Half Hip
1
1
Job Reference (optional)
chambers I russ, Inc., hon tierce, FL t1.z4U S uec 6 zui tl MI I eK Industries, Inc. I nu.uec z/ l J:Jz:bd zul b rage 1
ID:cf451 GWculfGPiOyu_4LEFz6O73-wwiC8YLOexPb7t5IIgKRTWztzPpGB8cpJx3Agsy4lOO
-2-0-0 6-3-6 9-0-0 14-1-12
2-0-0 6-3.6 2-8-10 5-1-12
4x4 = Scale = 1:31.2
3x4 =
4 13 14 5
1
9-0-0 14.1-12
9-0-0 5-1-12
Plate Offsets (X,Y) [2:0-0-4,0-0-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.12 7-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.25 7-10 >669 240
BCLL 0,0 Rep Stress Incr . YES WB 0.32 . Horz(CT) : . 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.05 7-10 >999 240 Weight: 75lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP 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) 6=510/0-3-8, 2=638/0-8-0
Max Harz 2=248(LC 12)
Max Uplift 6=-204(LC 12), 2=-275(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3= 690/371, 3-4=-483/289, 4-5=-386/292, 5-6=-486/409
BOT CHORD 2-7=-514/576
WEBS 3-7=-294/319, 5-7=-386/514
NOTES-
1) Unbalanced roof) live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second. gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2). 2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0
to 13-2-15, Interior(1) 13-2-15 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60 ! .
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads:
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
6=204, 2=275.
i
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
Ilcrcmhcr 97 9f11 R
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
.
MiTek"
is always required) for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
:. .
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPl1 Quality Criteria. DSB-89'and SCSI Building Component
Safety Informatloniavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd. .
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902904
75460 j
D2
Half Hip
1
1
Job Reference (optional)
unamoers I russ, Inc.,
I
I
I
i
j
tort coerce, FL ts.z4u s uec 1) zU16 MI I eK Inausines, Inc. .r nu uec zr-rs:Jzv :Jeu ju rage 1
I D:cf451 G W cul fGPiOyu_4LEFz6O73-06GaMuMfPEXSk1 gUsN rgOj W 39pB2waezXboj Dly4lON
-2
.0 7-2-5 11-0-0 14-1-12
2-0-0 7-2-5 3-9.12 3-1-12
48 =
4
3x4 I
5
Scale = 1:37.0
7-2-5 3-9-12 3-1-12
Plate Offsets (X,Y)' [4:0-5-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL .1.25 TC 0.24 Vert(LL) -0.05 8-11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.12 8-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wihd(LL) 0.05 8-11 >999 240 Weight 84lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP 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=638/0-8-0, 6=510/0-3-8
Max Horz 2=289(LC 12)
Max Uplift 2= 267 (LC 12), 6=-218(LC 12)'
FORCES. (lb) - M x. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-705/270, 3-4=-300/153
BOT CHORD 2-8=-463/576, 7-8=-463/576
WEBS 3-8=0/268, 3-7=-503/380, 4-7= 221/373, 4-6=-449/391
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat..
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-1173.to 11-0-0, Exterior(2)
11-0-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60.
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load ofr20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -
will fit between.ttie bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift:at joint(s) except (jt=lb)
2=26116=218. j
I
I
Thomas A. Albani PE No.39380
MiTek USA, Inc: FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date: -
December 27,2018
®'WARNING - Verify design parameters and READ NOTES ON THISAND INCLUDED MEEK REFERANCE PAGEMIP7473 rev. 1010312015 BEFORE USE.
*
Design valid for use only with MiT06 connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
always required' for stability and to prevent collapse with possible personal injury and.property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIP11 Quality Cdteda, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatbiwvolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610 .
Job i
Truss
Truss Type
Qty
Ply
SASSEVILLE•/ Q56808
T15902905
75460
E1
HIP
1
1
Job: Reference (optional)
LinamoerS I russ, Inc., rOrr rlerce, t-L 0.e4U 5 uec o 4U 1 o IVII I UK IMU5UIUS, Ir1U. 111U uec Gr I0:04;00 LU 10 rnye 1
ID:m5Qw AcDzoWWFtUk733JIfyoEyK-tlgyZEMHAYfJMBFhQ5MvYx3CPDVoftU6mFYHlly4IOM
2-0-0 6-3-8 9.0-0 14-0-0 16-4-0 21-0.0 27=4-0 30-0-0 32-0-0
2-0-0 6-3-8 .2-8-7 5-0-0 2-4-0 4-8-0 6-4-0 2-8-0 2
I
Scale=1:56.7
1 4x8 =
3x6 = 3x4 11
4 26 5 6 27
4x8 =
7
9
co 9
01,
3x6 = 6x10 = 3x4 II 3x4 II 3x4 =
4x4 3x4 =
i
9-0-0 14-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
:DEFL.
in (loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TIC0.34
Vert(LL)
0.30 16-20
>552
240
TCDL 7.0
Lumber DOL
1.25
BC 0.34
Vert(CT)
-0.27 8-12
>701
240
BCLL 0.0. * 1
Rep Stress [nor
YES
WB 1.00
Horz(CT)
0.09 9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER- BRACING-
2-8-0
PLATES GRIP
MT20 244/190
Weight: 160 lb FT = 20%
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
6-1 8-11: 2x4 SP No.3 10-0-0 oc bracing: 8-11,9-11.
WEBS 2x41SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing
5 15: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=143/0-8-0, 9=280/0-8-0, 15=2022/0-8-0
Max Horz 2=-157(LC 10)
Max Uplift 2=-397(LC 12), 9=-231(LC 12), 15=-791(LC 12)
Max Grev 2=341(LC 21), 9=284(LC22), 15=2022(LC 1)
FORCES. (lb) - M x. Comp./Max. Ten. = All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-36/772, 3-4=0/869, 4-5=-663/1486, 5-6=-639/1347, 6-7=-637/1343, 7-8=-221/521
BOT CHORD 2-� 6=-720/0, 15-16=-816/141, 12-13=-419/385, 8-12= 430/388
WEBS 3-� 6=-293/423, 4-16= 786/432, 5-15=-474/283, 13-15=-1582/1035, 5-13=-96/278,
7- 3— 1193/691, 7-12=-12/294, 4-15=-1222%1118
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat.
ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 9-0-0, Exterior(2) 9-0-0
to 13-2-15, Interior(1) 13-2-15 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 32-0-13 zone; porch left exposed;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1:60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tlje bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of_withstanding 100 lb uplift at joint(s) except (jt=lb)
2=39719=231, 15=791.
Thomas A. Albani PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
WARNING - Verlfy
design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10103,2015 BEFORE USE.
*
Design valid for use
only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before
use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteda, DSB49 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnationavalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
i
Job I
Truss
Truss Type
Ply
Ply
SASSEVILLE / Q56808
T15902906
75460
E2
HIP
1
1
Job Reference (option al
Chambers Truss, Inc., Port Pierce, FL 8.240 5 Ueu 6 20 I6 IVII1 eK Ir WO5rr1e5, 11IG. I I u Dec GI 13:34:5u Gu la rage 1
ID:m5Qw AcDzoWWFtUk733JIfyoEyK-LVNKnaNvxsnA_Lpt_ot858bi0cmBORNF?vHgHBy410L
-2-0-0 7-2-4 11-0-0 14-0-0 16.4-0 , 19-1 21-10-1 27.4-0 30-0-0 32-0.0 ,
r 2-0-0 7-2-4 3-9-11 3-0-0 2-4.0 2-8-0 2-10-1 5-5-15 2-8.0 i 2.0-0
Scale = 1:56.7
48 =
3x6 = 3x5 = 48 =
4 5 2930 6 7
m
0
0
]m o
o
3x6 = 6x10 =
2x3 11
--1
7-22 400-0 0-0 2110 27-4-0 30-0-0
44-00
2 23.0 -
7.-4 2-85-5-15Plate
Offsets (X Y)-- [2:0-0-4 0-0-0] [4:0-5-4 0-2-0] [7:0-5-0 0-2-0] [9:0-5-8 0-1-3] [10:0-2-10 0-1-81 [15:0-8-4 0-3-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Vert(LL) -0.24 9-13 >790 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.59
Vert(CT) -0.47 9-13 >411 240
BCLL 0.0 *
Rep Stress Incr . YES
WB 0.57
Hore(CT) 0.18 10 n/a n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix -MS
Wind(LL) 0.22 9-13 >886 240
Weight: 177lb FT=20%
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x4 SP M 30 *Except*
9-12: 2x4 SP No.3
WEBS
2x41SP No.3 *Except*
5-17: 2x6 SP No.2
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=326/0-8-0, 10=44010-8-0, 17=1679/0-8-0
Max Horz 2=-185(LC 10)
Max Uplift 2=-453(LC 12), 10= 280(LC 12), 17=-686(LC 12)
Max Grav 2=463(LC 21), 10=445(LC 22), 17=1679(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-321/792, 3-4=0/579, 4-5— 178/775, 5-6=-34/445, 6-7=0/378, 7-8=-18/391,
8-9=-277/276
BOT CHORD 2-20=-540/222, 18-20= 540/222, 17-18=-564/183, 16-17= 334/185, 6-15=-569/346,
14,-15=410/345
WEBS 3-20=-406/278, 3-18=-498/805, 4-18=-651/346, 5-17=-639/351, 15-17=-535/387,
5-15=-328/798, 8-14=-838/531, 4-17=785/734, 8-13=-134/417
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 11-0-0, Exterior(2)
11-0-0 to 15-2-15, Interior(1) 15-2-15 to 19-0-0, Exterior(2) 19-0-0 to 23-2=15, Interior(1) 23-2-15 to 32-0-13 zone; porch left
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 3x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL _ 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=453, 10=280, 17=686.
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
WARNING. Veri%y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
'/'�'
Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an Individual bullding component not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
i.���[�
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MIT®��
Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Cua1By CrBarla, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infoenatbrtavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type r
Qty
Ply
SASSEVILLE / Q56808
T15902907
75460
E3
HIP
1
1
Jab Reference (optional)
unamoers I ruse, Ing., tort merge, t-L - b.24u S uec ti 2u16 MI I eK maustnes, Inc. I nu uec 2/ 13:S2:S/ 2u16 Pagel
I D:m5Qw_AcDzoW W FtUk733JIfyoEyK-phxi_vOXi9w1 bUO3XW ONdM8XdO9K7uXPDZI Npdy410K
2-0-0 8-4-10 13-0-0 16-4-0 1 -0 0 21-8-6 27-4-0 30.0-0 32-0-0
2-0-0 8-4-10 4-7-6 3-4-0 8- 4-8-6 5-7-10 2-8-0 2-0-0
Scale = 1:57.7
m
0
4x5 = 3x4 1
5x6 = 3x6
6.00 12 5 6 7 8
3x6 = ' 3x4 = 3x6 = 3x4 13x4 I I 3x4 =
3x5 = 2x3 11
2-8-0 5-4-6 5-7-10
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
-0.13.11-16
>999
360
TCDL
7:0
Lumber DOL
1.25
BC 0.40
Vert(CT)
-0.25 11-16
>765
240
BCLL
0.0 *
Rep Stress Incr
YES
W B . 0.51
Horz(CT)
0.08 12
n/a
n/a
BCDL
10.0
Code FBC20171TP12014
Matrix -MS
Wind(LL)
0.28 21-25
>602
240
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4ISP M 30 *Except* BOT CHORD
7-18,11-14: 2x4 SIP No.3
WEBS 2x4ISP No.3 *Except*
6-19: 2x6 SP No.2
I
REACTIONS. (lb/size) 2=218/0-8-0, 12=345/0-8-0, 19=1882/0-8-0
Max Horz 2=-213(LC 10) .
Max' Uplift 2=-430(LC 12), 12=-260(LC 12), 19=729(LC 12)
Max Gram 2=422(LC 21), 12=346(LC 22), 19=1882(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-f=-181/697, 4-5=-173/925, 5-6=-120/833, 6-7=-95/679, 7-8=-87/665, 8-9=-176/759
BOT CHORD 2-21=-689/87, 20-21 689/87, 19-20=-887/522, 7-17=-531/255
WEBS 4-21=-529/365, 4-20— 667/1004, 5-20=-293/0, 17-19— 923/524, 6-17=-68/433,
9-17=-657/434, 9-16=-2/296, 6-19=-687/427
PLATES. GRIP
MT20 244/190
Weight: 176lb FT=20%
Structural wood sheathing directly applied or 6-0-0 oc purlins
Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 11-14,12-14.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES- '
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 13-0-0, Exterion(2)
13-0-0 to 21-2-15, Interior(1) 21-2-15 to 32-0-13 zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0t=1b)
2=430, 12=260, 19=729.
Thomas A. Albani PE N6.39380
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
December 27,2018
I
AIL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1"312015 BEFORE USE.
°
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing.
MiTek°.
Is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIP11 Quality Cdtedo, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job I
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
I
T15902908
75460
E4
ROOF SPECIAL
3
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:32:58 2018 Page 1
I D:cf451 GW cul fGPiOyu_4LEFz6O73-HtV5BFP9TT2uDezG5DvcAZhj3QX9sJiYSDmxM3y4lOJ
i -2-0-0 7-7-11 14-0-0 15-0116-4-0 21-8-6 27-4-0 30-0-0 32-0-0
2-0-0 7-7-17 6-4-5 1-0-0 1-4-0 5-4-6 5-7-10 2-8-0
0
3x8 =
3x8 3x4 II
6.00 12 9 7
3x41 = 3x6 = 6x10 = 3x4 11 3x4 11 3x4 =
2x3 11
7-7-11 14-0-0 16-4-0 21-8-6 27-4-0 30.0-1
7-7-11 6-4-5 2-4.0 5-4-6 5-7-10 2-8-0
Scale = 1:58.2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/dell Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
-0.12 10-14 >999 360
MT20 244/190
TCDL
7.0
Lumber DOL
1.25
BC 0.30
Vert(CT)
-0.22 10-14 >854 240
BCLL
0.0
Rep Stress Incr
YES
WB 0.65
Horz(CT)
0.08 11 n/a n/a
BCDL
10.0 j
Code FBC2017ITP12014
Matrix -MS
Wind(LL)
0.19 19-22 >891 240
Weighf.171 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4�SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 ocpurlins.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
7-16,10-13: 2x4 SP No.3
10-0-0 oc bracing: 10-13,11-13.
WEBS
2x4�SP No.3 `Except*
MiTek recommends that Stabilizers and required cross bracing
5-17: 2x6 SP No.2
be installed during truss erection, in accordance with Stabilizer
WEDGE
i
Installation guide..
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=168/0-8-0, 11=302/0-8-0, 17=1975/0-8-0
Max Harz 2=-241(LC 10)
Max Uplift 2=-395(LC 12), 11=-229(LC 12), 17=-796(LC 12)
Max Grav 2=402(LC 21), 11=313(LC 22), 17=1975(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-168/749, 3-5=-316/1077, 5-6=-115/631, 6-7=-146/685, 7-8=-295/888,
8-10= 138/369
BOTCHORD 2-19=-746/84; 17-19=-746/84, 7-15=-544/300, 14-15= 309/281, 10-14=-313/283
WEBS 3-19=-463/315, 3-17=-613/950, 15-17=-983/653, 8-15=-586/336, 8-14=0/291,
5-17=-1172/427, 5-15=-113/507
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=30ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Extedor(2)
15-0-0 to 18-0-0,; Intedor(1) 18-0-0 to 32-0-13 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=395, 11=229, 17=796.
Thomas A. Alban! PE No.39380
MiTek USA, Inc, FL Cert 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE.
'
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
Lei
a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
M ffek°
is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII CualHy Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnatbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902909
75460
F1
ROOF SPECIAL
1
1
Jab Reference (optional)
L,namoers I russ, Inc., rOn rlerce, M t3.z4u s UeC 6 zU1U MI I eK Inausines, mc. I nu uec z/ 1C1:3z:by ZU1d rage i
I D:cf451 G W cut fG PiOyu_4LEFz6O73-143TPbPnEnA1 roYSfwQrjnDmGglAbm_ihs W U uW y4101
-2-001 2-8-0 4-1-4 8-3-10 13.8-0 15-0.015-8-
2-0-0 2.8-0 1-5.5 4-2-6 5-4-6 1-4-0 -8-
4x6 =
3x4 11 '
3x4 11 8 9
I9
Scale=1:47.0
J%4 11 dx0 — 3xb I I
2-8-0 4-1-4 8-3-10 13-6-0 15-8-2
2-8-0 1-5.5 4-2-6 5-4-6 2-0-2
Plate Offsets (X,Y) ,- [2:0-1-12,0-1-81, [3:0-5-11,Edgel, [3:0-10-6,0-0-011 [14:02-4,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL). -0.25 15 >756 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.47 15 >393 240
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) : 0.36: 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.29 15 >636 240 Weight: 108lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x41SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins,
1-5: 2x4 SP M 31 except end verticals.
. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-13 oc bracing.
3-15 7-11:
No.3 7-11:2x4 SP No.3
WEBS 2x4 SMiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
WEDGE Installationguide.
Left: 2x4 SP M 30
REACTIONS. (Ib/size) 2=695/0-8-0, 10=563/Mechanical
Max Horz 2=358(LC 12)
Max Uplift 2= 255(LC 12), 10= 265(LC 12)
Max Grav 2=695(LC 1), 10=567(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 3-�7=-369/0, 3-4=-1875/891, 4-6=-872/302, 8-9=-275/215, 9-10=-578/449
BOT CHORD 3-15= 136/253, 3-14=-1183/1842, 13-14=-1193/1859, 12-13=-502/763, 11-12=-656/526,
7-j12=-327/375
WEBS 6-13=-125/404, 6-12=-707/446, 8-11=-583/756, 4-14=-151/325, 4-13=-1130/713
NOTES-
1 ) Unbalanced TOO live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-01 Exterior(2)
15-0-0 to 15-6-6 2one;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-O.tall by 2-0-0 wide
will fit between tF'e bottom chord and any other members.
5) Refer to girders) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=255, 10=265.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610.
Date;
December 27,2018
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev, 1010312015 BEFORE USE.
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
��
a.Truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall
building design..Bracing IndicatedIsto prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
Welk"
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB-69 and BCSI Buading Component
6904 Parke East Blvd.
safety Informatlofwvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
,
Tampa, FL 33610
Job
Truss
Truss Type
Qty '
Ply
SASSEVILLE / Q56808
T15902910
75460
F2
Common
6
.1
Job Reference (optional)
GnamDers I russ, Inc., t-on coerce, t-L 8.240 s Uec 6 2U18 MI I ex Industries, Inc. I nu Ued 27 13:32:59 2018 Page 1
ID:cf451 GWcui fGPiOyu_4LEFz6O73-143TPbPnEnAIroYSfwQrjnDtlgsZbsmihsW UuWy4lOI
-2-0-0 8-3-7 15-0-0 15-8-
2-0-0 8-3-7 6-8-9 -8-
3x6 =
3x4 II
ann5 6
J
Scale = 1:46.0
3x4 =
B-3-7
B-3-7
'Lx3 II
15-8-2
7-4-11
Plate Offsets (X,Y)-r
[3:0-3-0,Edge], [5:0-3-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.41
Vert(LL),
-0.08
8-11
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.85
Vert(CT)
-0.18
8-11
>999
240
BCLL 0.0
Rep Stress Incr . YES
WB 0.27
Horz(CT)
0.01
7
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.08
8-11
>999
240
Weight:81 lb FT=20%
LUMBER- i BRACING -
TOP CHORD 2x4ISP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4,SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
I
REACTIONS. .(lb/size) 2=694/0-8-0, 7=567/Mechanical
Max Horz 2=358(LC 12)
Max Uplift 2— 255(LC 12), 7=-264(LC 12)
Max Grav 2=694(LC 1), 7=572(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-790/178
BOT CHORD 2-8L 431/654, 7-8=-431/654
WEBS 4-8=0/361, 4-7=-739/482
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Exterior(2)
15-0-0 to 15-6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tfje bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=25517=264.
i
I
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
I
® WARNING - Ven fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev, 1e/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
�"
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required1for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the
MiTek'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMSVIPII Quality Criteria, DSB$9 and BCSI BuBding Component
6904 Parke East Blvd.
Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902911
75460
F3
Common
1
1
Job Reference (optional)
Vnamoers I russ, Inc., sort Fierce, FL 8.240 s Uec 6 2018 MI I eK Industries, Inc. I hu uec 27 13:33:00 2018 rage 1
ID:cf451 G W cul fG PiOyu_4LEFz6O73-DGdrexQP_41cSy7eDey4F_m1 GECoKJOrwW F1 Qyy4lOH
-2.0-0 8-3-7 15-0-0 15-8-
2-0-0 8-3-7 6-8-9 8-
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4'SP M 30
BOT CHORD 2x4ISP M 30
WEBS 2x4ISP No.3
2x3 II
3x4 =
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017/TP12014
CSI.
TC 0.46
BC 0.35
W B 0.27
Matrix -MS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT).
Wind(LL)
BRACING -
TOP CHORE
BOT CHORE
WEBS
3x6 =
3x4 II
R_nn f-19 5 6
in
(loc)
I/defl
Ud
-0.08
8-11
>999
360
-0.18
8-11
>999
240
0.01
7
n/a
n/a
0.07
8-11
>999
240
Scale = 1:46.5
PLATES GRIP
MT20 244/190
Weight: 81 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 ocpurlins,
.except end verticals. .
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 6-7, 4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=694/0-8-0, 7=567/Mechanical
Max Horz 2=370(LC 12)
Max Uplift 2=-250(LC 12), 7=-269(LC 12)
Max Grav 2=694(LC 1), 7=576(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten_ . - All forces 250 (lb) or less except when shown.
TOP CHORD 2 4=-790/165
BOTCHORD 2-8=-455/654, 7-8=-455/654
WEBS 4-I=0/361, 4-7=-741/508
NOTES-
1) Unbalanced roofl live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
li; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-CExterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-0-0, Exterior(2)
15-0-0 to 15-6-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load. of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s), for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 'except Qt=lb)
2=25017=269.
i
Thomas A. Albani PE No.39380
MiTek USA, Inc, FL Cert 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
'WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE P_ AGE MX7473 rev. 1WO312015 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a;truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek*
is always requlredifor stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems,'seeANSVfPII Quality Criteria, DSB-89 and BCSI Buading Component
6904 Parke East Blvd.
Safety Infonnationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Ip.
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
i
T15902912
75460
F4
Common
2
1
Job Reference (optional)
chambers I russ, Inc., I-.ort Pierce, rL
I
I Q
0
8.240 s Uec 6 2018 MI I ek Industries, Inc. I hu Uec 27 13:33:01 2018 Page 1
ID:cf451 GWcul fGPiOyu_4LEFz6O73-hSBDgHR210QT46igmLTJoCJESdY13mE?8A?byOy4IOG
2-070 8-3-7 1 7-4-10
3x4 11
annF19- 5
Scale = 1:46.7
1
3x4 =
'
8-3-7
8-3-7
zxa i i
15-8.2
7-4-10
oxcs —
Plate Offsets (X,Y) ;-
[4:0-0-0,0-1-121, [4:0-2-0 0-3-41
I
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.37
Vert(LL)
-0.08
7-10
>999
360
MT20 244/190 '
TCDL 7.0
Lumber DOL 1.25
BC
0.35
VeR(CT)
-0..18
7-10
>999
240
BCLL 0,0 .*
Rep Stress Incr , YES
WB
0.28
Horz(CT) .
0.01
6
n/a
n/a
BCDL 10.0
Code: FBC2017fTP12014
Matrix
-MS
Wind(LL)
0.08
7-10
>999
240
Weight: 82lb FT=20%
LUMBER-
i . BRACING-
TOP'CHORD 2x4
SP M 30 TOP CHORD
BOT CHORD 2x4
SP M 30
WEBS 21SP
No.3 BOT CHORD
WEBS
REACTIONS. (lb/ i ize) 2=694/0-8-0, 6=567/Mechanical
Max Horz 2=380(LC 12)
Max Uplift 2= 245(LC 12), 6=-274(LC 12)
Mai Grav 2=694(LC 1), 6=582(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-791/137
BOT CHORD 2-7=-427/655; 6-7=-427/655
WEBS 3-7=0/362,,3-6=-746/483
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 5-6, 3-6 -
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.20sf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 15-6-6 zone;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other'members.
4) Refer to girder(s); for truss to truss connections.
5) Provide mechanical connection (by others) of truss. to bearing plate capable of withstanding:100 lb uplift at joint(s) except (jt=lb)
2=245, 6=274.
I
i
Thomas X Albani PE No.39380
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
December 27,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev. 101031201E BEFORE USE.
"
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required1for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Cdtedo, DSB49 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatbrravailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902913
75460
F.6
Half Hip
1
1
I
Job Reference (optional)
kAWITIaers I Russ, Inc., run. rierce, rL a.Z4U s UeC u ZUl6 MI I eK mausines, Inc. I nu uec Zr i J:J3:ui zuib rage 1
ID:cf451 GW cul fGPiOyu_4LEFz6O73-hSBDgHR210QT46igmLTJoCJCkdY13mG?8A?byOy410G
2-0-0 8-3-7 14-10.8 5-8-
2-.04) B-3-7 6.7-1 9-1
3x6 =
3x4 11
a nnv 5 6
Scale = 1:46.2
2x3 11 6xB =
3x4 =
B-3-7 15-8-2
B-3-7 7-4-11
Plate Offsets (X,Y)-.- [3:0-3-0,Edgel, [5:0-3-0;0-2-01
I
LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.08 8-11 >999 360 MT20 244/190
TCDL 7:0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.18 8-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT), 0.01 7 n/a n/a . -
BCDL 10.0 i Code FBC2017fTPI2014 Matrix -MS Wind(LL) 0.07 8-11 >999 240 Weight:81 lb FT=20`/0
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2X4,SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS...(lb/size) 2=694/0-8-0, 7=567/Mechanical
Max Horz 2=367(LC 12)
Ma z Uplift_2=-251(LC 12), 7=-268(LC 12)
Max Grav 2=694(LC 1), 7=575(LC 17)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2 4=-790/171
BOT CHORD 2-8=-457/654, 7-8=-457/654
WEBS 4-8=0/361, 4-7=-740/509
NOTES-
1) Unbalanced roof) live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., 6Cpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 14-10-8, Exterior(2)
14-10-8 to 15-6-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s)I for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 'except Qt=lb)
2=25117=268.
i
I
Thomas A. Albani PE NoI9380
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
j December 27,2018
® -WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
!'
Design valid for use
only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before
use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing
is always requiredlfor
Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
MiTek'
fabrication, storage,
Safety Informofbrwvaliabie
delivery, erection and bracing of trusses and truss systems, seeANSVIPII Oua1By Cdtorlo, DS13-89'and SCSI Buildhfp Component
from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .
6904 Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902914
75460
F7
Half Hip
1
1
Job Reference (optional)
chambers I russ, Inc.,
I
tort VierCe, rL - 6.24U s Uec 6 2U16 MI I eK Industries, Inc. I nu uec 21 13:33:U2 ZU18 rage 1
ID:cf451 GW cul fG PiOyu_4LEFz6C 73-9f1b1 dSgW iYKi GH1 K3_YKPrR81 vzo8?BNgk8Vry4lOF
-2.0.0 6.5-0 12-10.8 15-%
2-0-0 6-5-0 6-5.8 29-10
4x8 = Scale = 1:40.0
3x4 11
5 6
aav — --- '. -- 5x6 =
6-5-0 12-10-8 15-8-2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
.1.25
TC 0.24
Vert(LL)
-0.03
8-9
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.24
Vert(CT)
-0.08
8-9
>999
240
-
BCLL 0.0
Rep Stress Incr,
YES
WB 0.63
Horz(CT)
0.01
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
-0.03
9-12
>999
240
Weight: 96lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-1 cc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=694/0-8-0, 7=567/Mechanical
Max Harz 2=327(LC 12)
Max Uplift 2=-269(LC 12), 7=-250(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-884/307, 4-5=-316/85
BOT CHORD 2-9=-555/755, 8-9=-555/755
WEBS 4-9=0/282, 4-8=-614/432, 5-8— 152/410, 5-7=-557/450
I
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 12-10-8, Exterior(2)
12-10-8 to 15-6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pondirig.
4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss haslieen 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.tlie bottom chord and any other members.
6) Refer to girder(s)' for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=269, 7=250.
I
i
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cart 6834
6904 Parke East Blvd. Tampa FL 33610,
Date:
December 27,2018
I
WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
--
Design valid for use only with lV 71 ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
atruss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated'is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always requiredifor stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIRPl1 Quality CrBerla, DS111-89 and Ill Building Component
6904 Parke East Blvd.
Safety Infom7atlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
i.
Job
Truss
Truss Type +
Qty
Ply
SASSEVILLE / Q56808
T15902915
75460
F8
Roof Special
1
1
Job Reference (optional)
unamDers I russ, Inc., t-on tierce, FL 6.z4U s uec 6 2u16 MI I eK Industries, Inc. I nU uec z/ 13:33:US zUl6 rage 1
ID:cf451 GWcui fGPiOyu_4LEFz6O73-erJ_FzTIH?gAJPsDumVntd0buRFDXakHcUUi1 Hy4lOE
-2-0-0 6-4-4 12-0.0 13-1-8 15-8-2
2-0.0 6-4-4 5-.7-12 1-1-B 2-6-10
I
4x4 = Scale = 1:37.7
I
4 4x12 = 3x4 II
n
m
2x3 II 3x8 =
6-4.4 13-1-8
r
5 x6 =
15-8-2
6-4-4 6.9-4
2-6-10
i
LOADING (psf) 1
SPACING- 2-0-0
CSI.
DEFL. in (loc) Well Ud
PLATES" GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.24
Vert(LL) -0.03 8-9 >999 360
MT20 244/190
TCDL 7.0 -
Lumber DOL 1.25
BC : 0.24
Vert(CT) -0.07 8-9 >999 240
BCLL 0.0
Rep Stress [nor YES
WB 0.60
Horz(CT) 0.01 - 7 n/a n/a '
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL) 0.03 9-12 >999 24Q
Weight: 100lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4
SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4
SP M 30 except end verticals.
WEBS 2x4ISP
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) 7=567/Mechanical, 2=694/0-8-0
Max Horz 2=286(LC 12) '
Max Uplift 7=-234(LC 12), 2=-285(LC 12)
FORCES. (lb) - Max. Comp:/Max. Ten. -All forces 250.(Ib) or less except when shown..
TOP CHORD 2-3=-881/333, 3-4=-328/135
BOT CHORD 2-9=-512/743, 8-9=-512/743
WEBS 3-9=0/281, 3-8=-584/380, 5-8=-222/352, 5-7= 541/365
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust).Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 12-0-0, Exterior(2)
12-0-0 to 13-1-8,I Interior(1) 13-1-8 to 15-.6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=11.60
3) Provide adequate drainage to prevent water ponding:
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between.tl4e bottom chord and any other members.
6) Refer to girder(s), for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
7=234, 2=285.
I
i
Thomas A. Albani PE No.39380
j
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
I
December 27,2018
Q WARNING- Venjly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE:
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
�
a:truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design..Bracing Indicated Is to prevent buckling of individual truss web and/or chord members,only. Additional temporary and permanent bracing
MiTek°
is always requiredifor stability and to prevent collapse with possible personal injury and:property damage. For general guidance regarding the , .
fabrication, storode, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality CrBeda, DSB-89 and BCSI Building Component
6904 Parke East Blvd. .
Safety Inforrrratlohavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
{
Tampa, FL 33610
i
Job
Truss
Truss Type
City
Ply
SASSEVILLE / Q56808
'
T15902916
75460
F9
Common
1
1
Job Reference (optional)
l:namoers I russ, Inc., t-on tierce, I-L a.24u S uec 6 zu1 tt MI I eK InausineS, Inc. I nu uec z/ T:7:33:UJ zul d rage 1
I D:cf451 GW cu1 fG PiOyu_4LEFz6O73-erJ_FzTIH?gAJPsDumVntdOa3RDnXcvHcUUi 1 Hy4IOE
-2-0.0 6-3-4 12-0-0 15-8-2
2.0.0 6-3-4 5.8-12 3.8-2
4x4 =
4 13 14
2
Scale = 1:37.7
7-11-14 15-8-2
7-11-14 7-8-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.10 -6-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.16 6-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) -0.03 7-10 >999 240 Weight: 84lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4l SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4l SP M 30 except end verticals.
WEBS 2x4l SIP 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=694/0-8-0, 6=567/Mechanical
Max Harz 2=236(LC 12)
Max Uplift 2=-301(LC 12), 6=-219(LC 12)
Max Grav 2=694(LC 1), 6=576(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-860/413, 3-4=-713/417
BOT CHORD 2 7= 494/775, 175/266
WEBS 3-7=-333/325, 4-7=-283/621, 4-6=-493/341
NOTES-
1) Unbalanced root) live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Oat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 12-0-0, Exterior(2)
12-0-0 to 15-0-0, Interior(1) 15-0-0 to 15-6-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 11
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb)
2=301, 6=219.
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M11-7473 rev. 101012016 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the opplicablllty of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek".
Is always recuired1for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPII Quality CtBerla, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Salty Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite,312, Alexandria, VA 22314.
i
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
SASSEVILLE / Q56808
T15902917
75460
FA
Hip
1
1
Jab Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:04 2018 Page 1
ID:cf451 GW cut fGPiOyu_4LEFz6O73-61 sMSJTw2Jol xZRP5000Qgxmdrbi G4tRg8DFZjy410D
12-1-8
-2-0-0 6-6-14 11-10-B 12A�0
2-0-0 6-6-14 5-3-10 01 3-6-10
0.1-6
44 = Scale=1:37.6
4 14
— — 12-1-6 I
6-6-14 11-10-8 12ryf 15-B-2 ,
6-6-14 5-3-10 01 3-6-10
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.24
Vert(LL) -0.04
8-11 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.23.
Vert(CT) -0.08
8-11 >999 240
BCLL 0.0
Rep Stresslncr YES
WB 0.41
Horz(CT) 0.01
6 n/a n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix -MS
Wind(LL) 0.03
8-11 >999 240
Weight: 89lb :. FT=20%
LUMBER-
BRACING-
-
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30
�SP
except end verticals.
WEBS 2x4 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=694/0-8-0, 6=567/Mechanical
Max Harz 2=236(LC 12)
Max Uplift 2=-301(LC 12), 6=-219(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-864/421, 3-4=-377/247, 5-6=-537/419, 4-5=-338/267
BOT CHORD 2-8=-509/7261 7-8=-509/726
WEBS 3-I=0/262, 3-7=-542/386, 5-7=-273/416
NOTES-
1) Unbalanced roofl live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-1.1-3 to 12-0-0, Exterior(2)
12-0-0 to 15-6-6 ione;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads:
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=301, 6=219. ,
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev, 10103/2015 BEFORE USE.
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek`
Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Qua] My Criteria, DSB-89 and BCSI Building Component
Safety Infonnatichovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.,
Tampa, FL 33610
Job
Truss
Truss Type ,
City
Ply
SASSEVILLE / Q56808
T15902918
75460
FB
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:05 2018 Page 1
ID:cf451 GW cu1 fGPiOyu_4LEFz6O73-aDQkffUYpdwuZj?c?BXFy2TwfFu4?Z6a3ozo59y4lOC
-2-0-0 5.8-7 9.10-B 14-1-8 15-8-2_ ,
r 2-0.0 5.8-7 4-2-1 4-3-0 1-6-10
4x4 =
9-10-8
5x6 =
3x4 11
Scale=1:34.2
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.29
BC 0.41
WB 0.28
Matrix -MS
DEFL. in
Vert(LL) -0.16
Vert(CT) -0.34
Horz(CT) 0.01
Wind(LL) -0.04
(loc) I/deft Ud
8-11 >999 360
8-11 >555 240
7 n/a n/a
8-11 >999 240
PLATES GRIP
MT20 244/190
Weight: 89lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4ISP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4iSP M 30
except end verticals.
WEBS 2x4ISP No.3
BOT CHORD
Rigid ceiling directly applied or 9-5-1 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=694/0-8-0, 7=567/Mechanical
Max Harz 2=236(LC 12)
Max Uplift 2=-301'(LC 12), 7=-219(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when showri',
TOP CHORD 2-3=-832/500, 3-4=-550/339, 4-5=-435/363
BOT CHORD 2-8= 606/716
WEBS 3-I=-345/344, 5-8=-307/453, 5-7=-543/428
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3to 9-10-8, Exterior(2)
9-10-8 to 15-6-6 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s), for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=30117=219.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. 10/0312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
��
a truss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing.
MiTek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria, DSB-89 and SCSI Bu9ding Component
6904 Parke East Blvd..
Safety Infonnatlortovaiiabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902919
75460
GR1
Common Girder
1
1
Job Reference (optional)
t;namoers I russ, Inc., tort Fierce, FL 8.240 s Uec 6 2018 Mi I ek Industries, Inc. I nu',Uec 27 13:33:06 2018 Fage 1
I ID:cf451 GWculfGPiOyu_4LEFz6O73-2Q_6t_VAaw2lAtaoZv2UVF06keABkymklSiMecy4lOB
4.6-4 8-3-8 12-2-0 16-0-8 19-9.12 24-4.0
4-6-4 3-9-4 3.10-8 3-101 3-9-4 4-6-4
4x4 =
4
Scale = 1:42.9
9
44 = 3x4 = HUS26 3x4 = 4x6 = 3x8 — 3x4 = 4x4 =
i
3x4 =
6-9-11 12-2-0 17-6-4 24-4.0
6-9-11 5-4-5 5.4-4 6-9.12
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL
2 I.0
Plate Grip DOL
1.25
TC 0.20
Vert(LL)
-0.09 11-13
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0,16 11-13
>999
240
BCLL
0,0
Rep Stress Incr,
NO
WB 0.51
HOrz(CT)
0.05 7
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL)
0.09 11-13
>999_
240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
i
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. (lb/size) 1=1312/Mechanical, 7=1029/Mechanical
Max Harz 1=-163(LC 23)
Max Uplift 1= 521(LC 8), 7=-383(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2505/1029,2-3=-2342/982,3-4=-1357/604,4-5=-1357/604,5-6=-1807/720,
6 7— 1962/763
BOT CHORD 1 1 1 =-869/2226, 9-11_ 618/1747, 8-9=-480/1465, 7-8=-628/1732
WEBS 4-9=-417/968, 5-9=-443/226, 5-8=-90/343, 3-9=-846/426, 3-11=-371/895
I
PLATES GRIP
MT20 244/190
Weight: 143 lb FT = 20
Structural wood sheathing directly applied or 4-5-12 oc purlins
Rigid ceiling directly applied or 7-8-4 oc bracing:
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roofl live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second; gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s)' for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
1 =521, 7=383.. 1
7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 5-11-4 from the left end to connect
trusses) to back1face.of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
9) In the. LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4L 54, 4-7=-54, 1-7=-20.
Concentrated Loads (lb)
Vert: 16-549(B)
Thomas A. Albani PE No.39380
MiTek USA, Inc: FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
'WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE UIP7473 rev. 1010312015 BEFORE USE:
"
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always requlred)for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI Buading Component '
6904 Parke East Blvd. ,
Safety Informatichavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
city
Ply
SASSEVILLE / Q56808
A
T15902920
75460
GR3
HIP GIRDER
1
2
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:07 2018 Page 1
ID:cf451 G W cul fG PiOyu_4LEFz6O73-W cYU4KW oLEAcol9_7caj 1 TZAj2XsTLptX6SvA2y4lOA
2-0-0 4-2-2 7-9-12 12-0-0 16-2-4 18-11-14 . 23-11-4
2-0-0 4-2-2 3.7-10 4-2-4 4 4-11-6
410 =
2x3 11 7x8 MT1 BHS
17
Scale=1:44.7
Iv.
0
3x6 11 ""-- 5x8 = . 10x10 3x10 11 "---- -"-'- "" '-..S
THDH28-2 HUS26 HUS26
HUS26
12-0-0 16-2-4 18-11-14 23-11-4
4-2-2
LOADING (pso
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress ]nor NO
Code FBC2017/TPI2014
CSI.
TC 0.70
BC 0.58
WB 0.78
Matrix -MS
DEFL. in floc) I/dell L/d
Vert(LL) -0.19 9 >999 360
Vert(CT) -0.35 9 >823 240
Horz(CT) • 0.08 7 n/a n/a
Wind(LL) 0.21 9 >999 240
PLATES GRIP
MT20 244/1.90
MT18HS 244/100
Weight: 307lb FT=20%
LUMBER- 1 BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins.
BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4�SP No.3 `Except
3-12,4-10,5-9: 2x4 SP M 30
REACTIONS. (lb/size) 7=8451/0-7-4, 2=3642/0-8-0
Max Horz 2=127(LC 24)
Max Uplift 7=-3342(LC 8), 2=-1526(LC 8)
FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-7567/3025, 3-4=-9645/3980, 4-5=-9645/3980, 5-6=-13448/5527, 6-7=-15953/6407
BOT CHORD 2-12=-2597/6686, 10-12=-2599/6701, 9-10=-4930/12306, 8-9=-5668/14246,
7-8=-5668/14246
WEBS 3-12=-66/428, 3-1 0=-1 695/4105, 5-10=-3650/1724, 5-9=-3383/8264, 6-9= 2911/1116,
6-8=-965/2718 ,
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-5 2x4 - 1 row at 0-2-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage -to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ` This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
7=3342, 2=1526J
10) Use LISP THDH28-2 (With 36-16d nails into Girder & 10-16d nails into Truss) or equivalent at 15-9-10 from the left end to connect
truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.
Thomas A o.38380
Alban! P E N
11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 16-7-12
from the left end to 22-7-12 to connect truss(es) to front face of bottom chord.
MiTek USA, Inc. FL Cort 8834
12) Fill all nail holes where hanger is in contact with lumber.
8904 Parke East Blvd. Tampa FL 33610
P
Date:
LOAD CASE(S) Standard
December 27,2018
Continued on Daae 2
0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1WO312015 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, .and Is for an Individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing.
MiTek'
is always requiredjfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII GuallCdteda, DSB-89 and BCSI Bullding Component
6904 Parke East Blvd.
Safety Informatlohovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902920
7546.0
GR3
HIP GIRDER
1
2.
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
I
LOAD CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5= 54, 5-7=-54, 2-7= 20
Concentrated Loads (Ib)
Vert: 9=15437(F) 14=-1193(F) 18=-1193(F) 19=-1193(F) 20=-1193(F)
I
I
I
I
I
I
i
i
I
I
I
I
I
I
I_
i
I
8.240 s Uec 6 2018 MI I eK industries, Inc. I hu'UeC 27 13:33:07 2018 Rage 2
ID:cf451 G W cut fG PiOyu_4LEFz6O73-W cYU4KW oLEAco19_7caj 1 TZAj2XsTLptX6SvA2y4]OA
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the over
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required:for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _
MiTek°
fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPll Quality Criteria, DSB49 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610 ,
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902921
75460.
GR4
Roof Special Girder
1
2
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 Mi I ek Industries, Inc. I hu Dec 27 13:33:09 2018 Page 1
ID:cf451 GW cul fGPiOyu_4LEFz6O73-S7gFVOX3trQK2KJNE1 cB7ueXQs94xG4A_QxOExy4108
5-0-2 8-9-12 12-7-6 17-3-2 118.10.6, 23-5-8 28-0-10 32-11-4
5-0.2 3-9-10 3-9-10 4-7-12 1-7-4 4-7-2 4-7-2 4-10-10
5 12 MT18HS 11
HUS26
6.00 F12
44 =
48 =
4 21 5
Scale = 1:61.4
5x12 = 2x3 11 5x6 = 6x8 =
6x8 = 3x4 =5x6 = 3x8 = HUS26 4x5 = 3x4 II 5x6 = 5x8 = HUS26 6xB =HUS26 3x6 11
HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26
3-9-10
3-9-10
12
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.62
Vert(LL)
0.16 12 14
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.79
Vert(CT)
-0.29 12-14
>999
240
BCLL
0.0..*
Rep Stress Incr
NO
WB 0.73
Horz(CT)
0.07 10
n/a
n/a
BCDL
10.0
Code FBC20177TPI2014
Matrix -MS
Wind(LL)
0.19 12-14
>999
240
LUMBER- BRACING -
TOP CHORD 2x4 ISP M 30 TOP CHORD
BOT CHORD 2x6 ASP No.2
WEBS 2x4ISP No.3 *Except* BOT CHORD
9-10: 2x6 SP No.2, 1-19,8-12,9-11: 2x4 SP M 30
REACTIONS. (lb/lize) 20=5457/Mechanical, 10=5705/0-6-0
Max Horz 20=122(LC 25)
Max Uplift 20=-2368(LC 8), 10=-2658(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-20=-501,8/2215, 1-2=5789/2532, 23=-6882/3086, 3-4=-6347/2935, 4-5=-5678/2675,
. 5-6=-6557/3069, 6-7=-5426/2527; 7-8=-5426/2527, 8-9=-3314/1543, 9-10=-5056/2367
BOT CHORD 18-19= 2714/5915, 16-18=-2845/6136, 15-16=-2771/5944, 14-15=-2994/6422,
12-14=-3001/6437, 11-12=-1543/3314
WEBS 1-19= 3292/7526, 2-19=-3489/1636, 2-18=-201/366, 3-18=-274l797; 3-16=-948/403,
4-16=-1185/2610, 5-16=-646/281, 5-15=-1456/3137, 6-15=-2221/1034,_6-14=-317/721,
6-12=-1848/864; 7-12=-298/174, 8-12=-1796/3853, 8-11=-3450/1643, 9-11=-2749/5908
32-11-4
PLATES GRIP
MT20 244/190
MT18HS 244/190
W eight:-596 lb FT = 20
Structural wood sheathing directly applied or 5-11-3 ocpurlins,
except end verticals. .
Rigid ceiling directly applied or 9-2-1 oc bracing. -
NOTES-
1) 2-ply truss to be Connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc,.2x6 - 2 rows staggered at 079-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Co.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to: all plies, except if noted as front (F). or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as.(F) or (B), unless otherwise indicated.
3) Unbalanced roof Ilive loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128rriph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=33ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.1;8; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Refer to girder(s)ifor truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Thomas A. Albani PE No.39330
20=2368, 10=2658. ek USA, Inc: FL Cert 6634
11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-b-0 oc max. starting at 1-10-8 MiMiTT 6904 ParkEt Blvd. Tampa FL 33610
from the left end to 31-10-8 to connect truss(es) to front face of bottom chord. e asv. am P
12) Fill all nail holes where hanger is in contact with lumber. Date:
December 27,2018
Q WARNING - Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE.
'
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing
MOW,
Is always required for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSViPII Quality Criteria, DSS-89 and SCSI Building Component
6904 Parke East Blvd,
Safety Infoanatloi ovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902921
75460
GR4
Roof Special Girder
1
2
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:09 2018 Page 2
ID:cf451 GWcui fGPiOyu_4LEFz6O73-S?gFVOX3trQK2KJNE1 cB7ueXQs94xG4A_QxOExy4108
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 2-4=-54, 4-5=-54, 5-6=-54, 6-9=-54, 10-20=-20
Concentrated Loads (lb)
Vert: 17=-547(F) 11= 547(F)'22=-547(F) 23= 547(F) 24= 547(F) 25= 547(F) 26=-547(F) 27=-547(F) 28= 547(F) 29=-547(F) 30=-547(F) 31= 547(F) 32=-547(F)
33=-547(F) 34=-547(F) 35=-544(F)
0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
c.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing
Is always required1for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Cuall1ty Criteria, DSB-89 and BCSI BuBding Component
Safety Informatlohovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
p�A
IVI!Tek'
6904 Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
I
-
T15902922
75460
GR5
Hip Girder
1
1
Job Reference (optional)
l:namoerS I russ, Inc., tort Pierce, t-L - a.24u s uec 6 2u1 B MI I ex Inausines, Inc. I nu.Uec 2/ 13:33:1 u 2u16 rage 1
ID:cf451 G W cul fGPiOyu_4LEFz6O73-xBEdj MYhe9YBfUuZok7Qf5BoNGarghpJD4gZnNy4107
4-9-8 5-8-14, B-9-7 13-3-8 18-4-12 22-8-8 24-4-0
4-9-8 -1 t-6 3-0-10 4-6-1 5.1-4 4.3-12
48 =
4 16
2x3 11 4x8 =
517 6 3x4
13 12 11 10 9 B
3x6 = - 4x6 3x8 11
3x4 = 3x4 = 4x8 = 4x4 =
HUS26
5-8-14 13-3-8 18-4-12 22-8-8 24-4-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.23.
Vert(LL)
0.06
11
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.60
Vert(CT)
0.1.3
11-13
>999
240
BCLL
0.0
Rep Stress Incr
NO
WB 0.89,
HOrz(CT)
0.03
8
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.06
11
'>999
240
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
WEBS
i
i
REACTIONS. (lb/size) 1=1039/Mechanical, 8=1354/Mechanical
Max Horz 1=239(4C 8)
Mai Uplift 1=-359(1_C 8), 8=-571(LC 8)
FORCES. (lb) - MI x. Comp./Max. Ten. All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1985/675, 2-3=-1966/763, 3-4=-1299/522, 4-5=-1014/469, 5-6=-1014/469,
6-7=-374/166, 7-8=-1310/555
BOT CHORD 1 13=-771/1725, 11-13=-659/1436, 10-11=-476/1121, 9-10=-119/290
WEBS 3-i13=-196/508, 3-11=-462/256, 4-11=-133/471, 4-10=-412/235, 5-10=-296/209,
6-f10=-583/1327, 6-9=-1076/495, 7-9=475/1145
NOTES-
1) Unbalanced roof
2) Wind: ASCE 7-1
II; Exp B; Encl.,
3) Provide adequal
4) This truss has bi
5) " This truss has
will fit between tl
6) Refer togirder(s
7) Provide mechan
1=35918=571.
8) Use USP HUS21
truss(es)to back
9) Fill all nail holes
10) In the LOAD C,
LOAD CASE(S)
1) Dead + Roof ,Ll
Uniform Loads
Vert: 1
Scale=.1:46.0
m
N 6
f0
PLATES GRIP
MT20 244/190'
Weight: 183 lb FT = 20%
Structural wood sheathing directly applied or 5-0-7 oc purlins,
except end verticals.
Rigid ceiling directly applied or 8-2-12 oc bracing.
1 Row at.micipt 7-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
live loads have been considered for this design.
l; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
iCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
drainage to prevent water ponding.
an designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
bottom chord and any other members.
for truss to truss connections.
;al connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b)
(With 14-16d nails into Girder & 6-16d nails into. Truss) or. equivalent at 18-4-12 from the left end to connect
face of bottom chord.
✓here hanger is in contact with lumber.
SE(S). section, loads applied to the face of the truss are noted as front (F) or back (B).
ndard
(balanced): Lumber Increase=1.25, Plate Increase=1.25
. .
4-6=-54, 6-7=-54, 1-8=-20
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing.
MIT®kp:
is always requiredifor stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding The
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and BCSI Buading Component
6904 Parke East Blvd.,
Safety Infannationavoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
i
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902922
75460
GR5
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
LOAD CASES) Standard
Concentrated Loads (lb)
Vert:10T-608(B)
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:10 2018 Page 2
Ib:cf451 G W cut fGPiOyu_4LEFz6O73-xBEdjMYhe9YBfU uZok7Of5BoNGarghpJD4gZnNy4107
h
i
I
i
I
® WARNING - Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE.
"
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
�•
a, truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. •Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
always requiredlfor stability and to prevent -collapse with possible personal Injury and.property damage. For general guidance regarding the
MOW
fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVTpl1 Qua] BByy Cdtado, DSB-69 and BCSI Building Component
Safety Inlonnatlohavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Bivd.
Tampa, FL 33610 "
I
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902923
75460
GR6
Flat Girder
1
1
Job Reference (optional)
Chambers l russ, Inc., Fort Pierce, FL
1 3x4 =
3x4 114
3-8-0
8.240 s Dec 6 2018 MI I ek Industries, Inc. I hu Uec 27 13:33:11 2018 Page 1
ID:cf451 GW cut fG PiOyu_4LEFz6O73-P Nn?wiZJPTg2HeTl MSefCJj?_fgEPLOTRkQ7Jpy4106
2 3x4 11
5 3
HUS26
3-8-0
4x4 =
Scale = 1:12.8
I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATESGRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.11
Vert(LL) -0.03
3-4 >999 360
MT20 244/190
TCDL 7.0 I
Lumber DOL
1.25
BC 0.87
Vert(CT) -0.05
3-4 >866 240
BCLL 0.0
Rep Stress Incr
NO
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
i
Code FBC2017/TP12014
Matrix -MP
Wind(LL) 0.03
3-4 >999 240
Weight: 23lb - FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 3-8-0 oc purlins,
BOT CHORD 2x6 SP No.2
except end verticals.
WEBS 2x4ISP No.3
BOT CHORD
Rigid ceiling directly applied or 7-9-12 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
- Installation guide.
REACTIONS. (lb/size) 4=569/Mechanical, 3=628/Mechanical
Max Uplift 4=-262(LC 4), 3=-290(LC 4)
FORCES. (lb) - Max. Comp./.Max: Ten. -All forces 250 (lb) :or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tF'e bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
4=262,3=290.
7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 1-11-4 from the left end to connect
truss(es) to front face of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2= 54, 3-4=-20
Concentrated Loads (lb)
Vert: 5= j947(F)
i
Thomas A. Albani PE No.39360
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always requiredifor stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality Criteria, DSB-89 and SCSI Building Component
Safety Informatlonovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
MiTek'
6904 Parke East Blvd.
Tampa, FL 33610
I
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
r
T15902924
75460
GRB
Hip Girder
1
2
Job Reference (optional)
cnamoers I russ, inp., r-on vierce, rL
P CHORD MUST BE BRACED BY END JACKS,
OF DIAPHRAGM, ON PROPERLY CONNECTED
RLINS AS SPECIFIED.
6.00 F12
2
3x6
5x10 = . 6
3
33
0 28 34
5x12 i 3x4 II
7
C.z4u s Uea 6 zu-iis MI I eK Inausines, Inc. I nu uec z/ id:SJ:14 Gut is rage 1
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-pyT8rbBhO3d86BK1 aCMpxLlbttFcXWvBienwBy410:
1-0 13-0-0 , 15-0-0 1.5-8-717-0-0. 19-0-0 , 21-3-0. 25-11-4
5x8 MT18HS=
12
Im% i \�
17
rJ I I3116
35 27 36 26 37 38 25 39
5x8 MT18HS= 3x10 II
7x8 =
Scale = 1:52.7
5x10
20 3x6
21
2
co
23 a
rn
Io
40 24 41
6x8 = 3x12
5-6-9 14-8-4
LOADING (psf) j
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES
GRIP
TCLL 20.0 j
Plate Grip DOL
1.25
TC 0.98
Vert(LL)
-0.32 25-27 >976 360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.79
Vert(CT)
-0.59 25-27 >530 240
MT18HS
244/190
BCLL 0.0
Rep Stress Incr
NO
W B 0.72
Horz(CT)
0.13 23 n/a n/a
BCDL 10.0
Code; FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.39 27-28 >798 240
Weight: 382lb
FT=20%
LUMBER- j
BRACING -
TOP CHORD 2x4IS0 M 30 *Except*
TOP CHORD
Structural wood sheathing directly applied or 3-7-0 oc purlins.
3-13,13-22:2x4 SP M 31
Except:
BOT CHORD 2x61SP 240OF 2.0E
1 Row at midpt 3-9
WEBS 2x4ISP No.3
BOT CHORD
Rigid ceiling directly applied or 8-10-10 oc bracing.
WEDGE
JOINTS
1 Brace at Jt(s): 9, 16, 13, 19
Right: 2x4.SP No.31
I
REACTIONS. (Ib/size) 2=5555/0-8-0, 23=7132/0-7-4
Max Harz 2=200(LC 7)
Max Uplift 2=-2750(LC 8), 23=-2876(LC 8)
FORCES. (lb) - MI x. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-12932/6364, 3-6=-3676/1548, 6-7=-3600/1552, 7-10=-3435/1519, 10-12=-3257/1492,
35=-11741/5670, 5-8=-11741/5670, 8-9=-11741/5670, 9-11=-11741/5670,
11-13=-11741/5670, 13-15=-11721/5661, 15-16=-11721/5661, 16-18=-9027/3789,
18-19=-9027/3789, 19-22=-9022/3786, 12-14=-3308/1517, 14-17=-3430/1518,
17-20= 3584/1545, 20-22=-3656/1540, 22-23=-13568/5611
BOT CHORD 2-28=-5715/11702, 27-28==5621/11558, 25-27=-6248/14849, 24-25=-6248/14849,
23-24— 4986/12162
WEBS 3-28= 1051/1588, 3-27=-1358/3621, 9-27=-702/1636, 16-27=-808/136, 16-25=-771/2500,
16-24=-2930/1375, 22-24— 1448/3775, 12-13— 874/1912, 10-11=-139/284, 7-8=-118/254
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3') nails as follows:
Top chords connected as follows: 2x4 - 1 row. at 0-4-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at. 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (0) face in the LOAD CASE(S) section. Ply to
ply connections liave been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roofllive loads have been considered for this design.
4) Wind: ASCE 7=10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=26ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Limber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are 0o plates unless otherwise indicated.
7) All plates are 2x3 MT20 unless otherwise indicated.
1
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Thomas A. Albani PE N6.39360
9) ' This truss has Been designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide
MiTek USA, Inc: FL Cert 6634
will fit between the bottom chord and any other members.
6904 Parke East Blvd, Tampa FL 33610
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
Date:
2=2750, 23=2876.
Jd t did representation does not depict the size or the orientation of the urlin alon the to and/or bottom chord.
December 27,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
�+
atruss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord. members only. Additional temporary and permanent bracing
i�n
AiTek"
Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems,'seeANSVIPII Guallty Criteria, DSB.89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnatbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i
Tampa, FL 33610
I
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902924
75460
GRB
Hip Girder
1
2
Job Reference (optional)
unamOers I russ, Inc., Fort Ylerce, f-L - 8.24U S Uec 8 2u1 ti MI I eK InoustrleS, mc. I nu Uec 2/ 13:38:14 2U18 rage 2
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-pyT8YjbBhO3d86BK1 aCMpxLlbttFcXWv8ienw8y4lO3
NOTES-
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 85 lb up at 4-9-0, 93 lb down and 93 lb up at 5-1-5,
93 lb down and193 lb up at 7-1-13, 93 lb down and 93 lb up at 9-1-13, 93 lb down and 93 lb up at 11-1-13, 93 lb down and 81 lb up at 13-0-0, 93 lb down and 93 lb up at
15-1-13, 93 lb down and 93 lb up at 17-1-13, and 93 lb down and 93 lb up at 19-1-13, and 148 lb down and 178 lb up at 21-1-4 on top chord, and 150 lb down and 94 lb
up at 4-9-0, 461lb down at 5-1-13, 1845 lb down and 1429 lb up at 7-0-12, 46 lb down at .7-1-13, 870 lb down and 371 Ib up at 9-0-12, 46 lb down at 9-1-13, 875 lb
down and 372 lb up at 11-0-12, 46 lb down at 11-1-13, 875 lb down and 373 lb up at 13-0-12, 46 lb down at 13-1-13, 880 lb down and 340 lb up at 15-0-19, 46 lb down
at 15-1-13, 880 lb down and 340 lb up at 17-0-12, 46 lb down at 17-1-13, 880 lb down and 340 lb up at 19-0-12, 46 lb down at 19-1-13, 46 lb down at 20-11-13, 1009
lb down and 403 lb up at 21-0-12, 150 lb down and 94 lb up at 21-3-0, and 639 lb down and 213 lb up at 23-0-12, and 1019 lb down and 379 lb up at 24-10-4 on bottom
chord. The des i ign/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber In6rease=1.25, Plate Increase=125
Uniform Loads (plf)
Vert: 1-3=-54, 3-12=-54,12-22=-54, 22-23=-54, 2-23=-20
Concentrated Loads (lb)
Vert: 12�-46(F) 3=-46(F) 28=-128(F) 24=-1137(F=-128, B=-1009) 22=-52(F).14=-46(F) 17= 46(F) 20=-46(F) 1 0=-46(F) 7=-46(F) 6=-46(F) 32=-1019(B) 33=-5(F)
34=-1874(F=-29, B=-1845) 35=-899(F=-29, B=-870) 36=-903(F=-29, B- 875) 37=-903(F= 29, B=-875) 38=-909(F=-29, B=-880) 39=-909(F=-29, B=-880)
40- 909(F=-29, B=-880) 41=-639(B)
,
i
WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK 14EFERANCE PAGE MI1.7473 rev. 10/0"015 BEFORE USE:
"
Design valid for use only with MITek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing .
Is always requiredifor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
M ITek"
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIFII Quality CrItedo, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Inilormatlobovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
SASSEVILLE / 056808
T15902925
75460
GRC
Half Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:15 2018 Page 1
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-H91 W m3cgShBTmFmXbHjbM9uafHFmLwp2MMOKSay4102
-2-0-0 3-9.4 7-0-0 11.4-14 15-8.0 19.11-2 24.4-0
2-0-0 3-9.4 3-2-12 4.4-14 4-3-2 4-3-2 4.4-14
i
Scale=1:44.5
2x3 II
5x6 =
3x4 = 3x6 = 3x5 =
3 18 19 4 20 21 22 5 6 23 7 24
25
5x6 =
3xb = [XJ 11 JX4 — 4xtl = 0xb — JXb I I
3-9-4 7-0-0
11-4-14
15-8-0
19.11-2 24-4-0
3-2-12
.
4-4-14
4-3-2
4-3-2 4-4-14
Plate Offsets KY) ..
[2:Edge,0-0-41, [3:0-6-0,0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) .
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
. 0.57
Vert(LL) 0.25 12-14
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.68
Vert(CT) -0.26 11-12
>999
240
BCLL 0.0. ' i
Rep Stress Incr. . NO
WB
0.97
Horz(CT) 0.07 9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 132lb FT=20%
LUMBER -
TOP CHORD 2x4ISP M 30
BOT CHORD 2x41SP M 30
WEBS 2x4ISP No.3
BRACING-
" TOPCHORD
BOT CHORD
WEBS
I
REACTIONS.. (Ib/size) 9=1865/Mechanical, 2=1827/0-8-0
Max Horz 2=207(LC 8)
Max Uplift 9=-1409(LC 5), 2=-1322(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3310/2465, 3-4=-3425/2656, 4-5— 3093/2368, 5-7=-3093/2368, 7-8— 1987/1523,
8-9=-1791/1371
BOT CHORD 2-'114=-2251/2886, 12-14=-2268/2908, 11-12=-2656/3425, 10-11=-1523/1987
WEBS 3-� 4=-434/637, 3-12= 528/664, 4-11=-432/374, 5-11= 436/326, 7-11=-1114/1441,
7-10=-1413/1085, 8-10— 1957/2553
Structural wood sheathing directly applied or 3-5-13 oc purlins,
except end verticals.
Rigid ceiling directly applied or 4-6-0 oc bracing.
1 Row at midpt 8-10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASIDE 7-1P; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s)' for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b)
9=1409, 2=1322i
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 247 lb up at
7-0-0; 111 lb down and 141 lb up at 8-3-4, 111 lb down and 141 lb up at 10-3-4, 111 lb down and 141 lb up at 12-3-4, 111 lb down
and 141 Ib up at 1 14-3-4,.118 lb down and 141 lb up at 16-3-4, 118 lb,down and 141 lb up at .18-3-4, and 118 lb down and 141 lb up
at 20-3-4, and 118 lb down and 141 lb up at 22-3-4 on top chord, and 330 lb down and:426 lb up at 7-0-0, 84 lb down and 102 lb
up at 8-3-4, 84 Ib down and 102 lb up at 10-3-4, 84 lb down and 102 lb up at 12-3-4, 84 lb down and 102 lb up at 14-3-4, 84 lb
down and 102 lblup at 16-3-4, 84 lb down and 102 lb up at 18-3-4, and 84 lb down and 102 lb up at 20-3-4, and 84 lb down and
102 lb up at 22-3=4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the, LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Thomas A. Albani PE No.39380
MiTek USA, Inc: FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610.
Date:
December 27,2018
® -WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/0312015 BEFORE USE.
"
Design valid for use only with MlTelk@ connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ,
��T®k°
Is always required1for stability and to prevent collapse with possible personal injury.and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVVII Qualify Cdtedo, DSB-89 and BCSI BuOding Component
6904 Parke East Blvd.
Safety Infoenatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
`
T15902925
75460
GRC
Half Hip Girder
1
1
Job Reference (optional)
L;namOers I russ, Inc., hon Pierce, PL 8.240 s Dec 6 2018 Mi I eK Industries, Inc. I hu Dec 27 13:33:15 2018 Page 2
I D:m5Qw_AcDzoW W FtUk733JIfyoEyK-H91 W m3cgShBTmFmXbHjbM9uafHFmLwp2MMOKSay4l O2
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-8= 54, 9-15= 20
Concentrated Loads (lb)
Vert.,3=i132(F) 6=-106(F) 13=-61(F) 14=-330(F) 18=-106(F)19=-106(F) 20=-106(F) 21=-106(F) 23=-106(F) 24=-106(F) 25=-106(F) 26=-61(F) 27=-61(F) 28=-61(F)
29=-61(F) 30— 61(F) 31— 61(F) 32=-61(F)
I
®'WARNING - Veri fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1WO312015 BEFORE USE:
'
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
M!Tek'
is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the
fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 QualBy Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonovoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
i
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
'
T15902926
75460
GRID
Half Hip Girder
1
1
Job Reference (optional)
cnamoers i russ, inc., ron rierce, rL
i
1
t1.z411 S Uec b zU1 b MI i eK Inausmes, Inc. I nu uec zr 1 0:JJ:1 b zU1 b rage 1
I D:cf451 GW cui fG PiOyu_4LEFz6O73-1 LbuzPdSD?JKNPLj9? EgvMQoXgfe4VvCbO7u_1 y4l O1
2-0-01 3.9-4 3-2-12 3.6-14
I
4x8 = 2x3 11
3 12 4 13
3.6-14
I
3-9.4 7-0.0 10-6-14 14-1-12
Scale = 1:26.9
3x5
14 5
Plate Offsets (X,Y) .- [3:0-5-4,0-2-01
LOADING (psf) I
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.37
Vert(LL) -0.06
8-11 >999 360
MT20 244/190
TCDL 7.0 j
Lumber DOL 1.25
BC 0.35
Vert(CT) -0.13
8-11 >999 240
BCLL 0.0
Rep Stress Incr . NO
WB 0.47
Horz(CT) 0.02
6 n/a n/a
'>999
BCDL 10.0
Code FBC2017[rP12014
Matrix -MS
Wind(LL) 0.06
8-11 240
Weight:.75 lb FT = 20%
i
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-6-15 oc purlins,
BOT CHORD 2x4 SP M 30
except end verticals. .
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 7-6-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=1275/0-3-8, 2=970/0-8-0
Mal Harz 2=207(LC 25)
Max Uplift 6=-998(LC 5), 2=-654(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1423/991, 3-4=-875/694, 4-5=-875/694, 5-6=-1187/938
BOT CHORD 2-8=-934/1201, 7-8=-950/1222
WEBS 3-8=-396/592, 3-7=-489/365, 4-7=-422/318, 5-7=-980/1234
NOTES-
1) Unbalanced roof) live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust). Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.. . :
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
6=998, 2=654.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 246 lb up at
7-0-0, 119 lb down and.141lb up at 9-0-12, 119 lb down and 141 lb up at 11-0-12, and 118 lb down and 140 lb up at 13-0-12, and
135 lb down and 1133 lb up at 14-0-0 on top chord, and 330 lb down and 426 lb up at 7-0-0, 84 lb down and 102 lb up at 9-0-12,
and 84 lb down and 102 lb up at 11-0-12, and 86 lb down and 102 lb up at 13-0-12 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section,.loads applied to the face of the truss are noted as front (F) or back (B). . . . . .
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-d=-54, 3-5=-54, 6-9=-20
Concentrated Loads (lb)
Vert: 8= I330(B) 3=-132(B) 5=-135(B) 12=-106(B) 13— 106(B) 14— 107(B) 15=-61(B) 16=-61(B) 17— 61(B)
Thomas A. Albani PE N619380
MiTek USA, Inc: FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters showri, and is for an Individual building component, not
a.truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required) for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
MiTek`
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-B9 and SCSI BuShcng Component
6904 Parke East Blvd.
Safety Intonnatlonavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902927
75460
GRD1
Half Hip Girder
1
2
Jab Reference (optional)
cnambers I russ, Inc.,
horn Vierce, F-L - 8.24U S Uec 6 2u18 MI I eK Industries, Inc. I nu-Uec 2/ 13:33:1 / 2u18 rage 1
ID:cf451 G W cul fG Pi Oyu_4LEFz6O73-DX9GBId4_J RB?Zwvi i13Raz??4tXpwoLggtRXTy4lOO
3-8-4 7-8-4 11-5=0 14.1-12
3-8.4 4-0-1 3-8-12 2-8-12
NAILED
4x6 = 3x4 Scale = 1:39.4
4 5
3x8 = HUS26 J HUS26 V HUS26 6
3x8 11 6x8 = 4x5 = 6x8 =
HUS26 HUS26 HUS26
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.20
Vert(LL) . -0.07:
8-9 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT) -0.12
8-9 >999 240
BCLL 0.0 '
Rep Stresslncr NO
WB 0.62
Horz(CT) 0.03
6 n/a n/a
BCDL 10.0
Code FBC2017[TP12014
Matrix -MS
Wind(LL) 0.07
8-9 >99.9 240
Weight:.211 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x41SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x61SP No.2
except end verticals.
WEBS 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
5-6:12x6 SP No.2
REACTIONS. (Ib/size) 1=3346/0-8-0, 6=3976/0-3-8
Maz Horz 1=233(LC 8)
Maz Uplift 1=-1177(LC 8), 6=-1651,(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6285/2243, 2-3=-3976/1451, 3-4=-1444/545
BOT CHORD 1-9=-2200/5622, 8-9=-2200/5622, 7-8=-1411/3527, 6-7=-547/1329
WEBS 2-9=-582/1751, 2-8=-2296/865, 3=8=-1144/3142, 3-7=-3195/1256, 4-7=-1262/3264,
.4-6=-3194/1314
NOTES-
1) NA
2) 2-ply truss to be connected together with 10d (0.131 "&') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x(3 - 2 rows staggered at 0-8-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections Piave been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
4) Unbalanced roofllive loads have been considered for this design.
5) Wind: ASCE.7-1p; Vult=165mph (3-second gust) Vasd=128mph: TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 131=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tlje bottom chord and any other members.
9) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
1=1177,6=1651!
10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 3-9-8 oc max. starting at 1-6-12
from the left end to 13-4-4 to connect truss(es) to front face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
12) 'NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe Halls per NDS guidlines.
Thomas A. Albani PE No.39380
MiTek USA, Inc; FL Cert 6634
LOAD CASE(S) Stl ndard
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
'on i ued on oacre 2
0 WARNING - VenYy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'M11-7473 rev. 10/03(2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, note
a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing.
MiTek'
Is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN51/TPll Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnafbnovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
i
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902927
75460 i
GRD1
Half Hip Girder
1
2
Job Reference (optional)
L;namoers I russ, Inc., t-on coerce, rL o.z4u s uec b zu1 b mr 1 eK inausmes, inc. i nu uec zr I o:3j: i r zu i o rage z
I D:cf451 G W cul fGPiOyu_4LEFz6O73-DX9GBId4_J RB?Zwviil3Raz??4tXpwoLggtRXTy4l OO
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-5=-54, 1-6=-20
Concentrated Loads (lb)
Vert: 9=-880(F) 8=-880(F) 4- 145(F) 12=-875(F) 13=-880(F) 14= 1292(F) 15=-1339(F)
i
Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
M iTek°
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPll GuolBy Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnatlonavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job I
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902928
75460
GRE
HIP GIRDER
1
1
Job Reference (optional)
unamoers I russ, Inc., t-ort Fierce, t-L
b 24u s uec 6 2u-itl MI I eK mausines, inc. I nu uec z/ l'J:JJ:I u zul d rage i
Scale = 1:55.8
4x5 = 3x4 = 2x3 II 3x4 = 45 =
3 19 4 20 21 5 22 23 24 6 25 26 7
3x4 = 3x4 = 5x10 = 3x4 = 3x4 =
I
i
7.0-0 10-6-6 14.0-0 18-5-10 23.0-0 30-0-0
7-0-0 3-6-6 3-5-10 4-5-10 4-6.-6 7-0-0
Plate Offsets (X,Y) [11:0-5-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL . 1.25 TC 0.32 Vert(LL) -0.32 10-11 >594 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.21 10-11 >918 240
BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 8 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight:.146 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 Sp M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc'purlins.
BOT CHORD 2x4ISP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4ISP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing
5-11: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/lize) 2=788/0-8-0, 11=2235/0-8-0, 8=612/0-8-0
Max Harz 2=129(LC 7)
Max Uplift 2=-687(LC 8), 11=-1779(LC 8), 8=-391(LC 8)
Max Grav 2=795(LC 17), 11=2235(LC 1), 8=750(LC 37)
FORCES. (lb) - M x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown'.
TOP CHORD 2-3=-1068/897, 3-4=-883/858, 4-5=-456/661, 5-6= 456/661, 6-7=-834/405,
7-8— 981/402
BOT CHORD 2-12=-693/883, 11-12=-254/301, 10-11=-40/363, 8-10=-222/794
WEBS 5-11=-431/316, 4-12=-736/855, 4-11=-1347/1099, 6-10=-245/582, 6-11=-1236/805
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=165mph (3-second. gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 13=45ft; L=30ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between thIe bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=687, 11=1779,18=391.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 248 lb up at
7-0-0, 111 lb down and 141 lb up at 8-1.1-4, 111 lb down and 141 lb up at 10-11-4, 111 lb down and 141 lb up at 12-11-4, 112 lb
down and 132 lb Jup at 14-11-4, 112 lb down and 132 lb up at 16-11-4, 112 lb down and 132 lb up at 18-11-4, and 112 lb down and
132 lb up at 20-1, 1-4, and 237 lb down and 242 lb up at 23-0-0 on top chord, and 330 lb down and 355 lb up at 7-0-0, 84 lb down
and 73 lb up at 8-11-4, 84 lb down and 73 lb up at 1.0-11-4, 84 lb down and 73 lb up at 12-11-4, 56 lb down and 72 lb up at
14-11-4, 55 Ib down and 72 lb up at 16-11-4, 55 lb down and 72 lb up at 18-11-4, and 55 lb down and 72 lb up at 20-11-4, and 123
lb down and 112 lb up at :22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard Thomas A. Albani PE No.39380
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
n,...,--...t.,.. n-7 nni 0
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always required ifor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
MiTek'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPIl Quality Cdieda, DSB-89 and BCSI Building Component
6904 Parke East Blvd.,
Safety InfonnaWhovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
�
T15902928
75460
GRE
HIP GIRDER
1
1
I
Job Reference (optional)
Gnamaers I cuss, Inc., - - t-on Fierce, t-L tf.z4u s uec u zui is rvu I eK mausines, inc. i nu uec zi 13::7.7: i e 4u I i3 rage z
w ID:m5Q_AcDzoW W FtUk733JIfyoEyK-AwG1 cRfKWwhvEt4lg7nXW?21cugnHo9eH_MYbMy410_
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-3=-54, 3-7=-54, 7-9=-54, 13-16= 20
Concentrated Loads (lb) .
Vert: 3=11 32(B) 7=-72(B)12=-330(B)10=55(B)19— 106(B)20— 106(B)21=-106(13)22=-96(B)24=-96(B)25=-96(B)26— 96(B) 27=-61(B) 28=-61(B)29=-61(13)
30=43(B) 31=43(B) 32=43(B) 33=43(B)
I .
I
I
I
i
I
I
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not
❑ truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design..Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing.
Is always requlredlfor stability and to prevent collapse with possible personal Injury and.property damage, For general guidance regarding the ..
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Qualify Cdteda, DSB49 and BCSI BuBding Component
Safety Infonnaflonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
�"
MIT®k"
.
6904 Parke East Blvd.
Tampa, FL 33610
i
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE /' Q56808
T15902929
75460
GRG
Hip Girder
1
1
Job Reference (optional)
uhamberS I russ, Inc., I ort tierce, rL tl.24u s uec b ZurG mr r eK mausmes, inc. i nu uec zr 13:JJ:eu zu I o rage i
ID:cf451 GWcul fGPiOyu_4LEFz6073-e6gPpngyHEpmsl fUOrJm3CbQXH_KOKxoW e556oy41Nz
3.8-8 6-11.4 11-11-4 16-11-4 20-2-0 23-11.4 25.11-4
3-8-8 3-2-12 5-0-0 .. 5-0.0 3-2-12 3-9-4 2-0-0
Scale = 1:42.8
5x8 =
2 17 18
2x3 11 5x8 _
19 3 20 21 4
3x5 = 2x3 II .... 3x8 = 2x3 II 3x5 =
1-4
5-0.0
IT
o'
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.57
Vert(LL) 0.25 7-8 >999 240
MT20 244/190
TCDL 7.0 I
Lumber DOL 1.25
BC 0.55
Vert(CT) -0.25 8-10 >999 240
BCLL 0.0
Rep Stress Incr . NO
WB 0.40
Horz(CT) . 0.09 5 n/a n/a
BCDL 10.0
Code FBC2017[TP12014
Matrix -MS
Weight: 109lb FT=20%
LUMBER- BRACING -
TOP CHORD- 2x4
SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins.
BOT CHORD 2x4
SP M 30 BOT CHORD Rigid ceiling directly applied or 5-0-15 oc bracing.
WEBS 2x4lSP
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=1677/0-7-4, 5=1794/0-8-0
Max Horz 1=-116(LC 23)
Max Uplift 1=-1186(LC 8), 5=-1305(LC 8)
FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown. "
TOP CHORD 1-2=-3242/2442, 2-3=-3420/2705, 3-4=-3420/2705, 4-5=-3240/2430
BOT CHORD 1-' 0=-2025/2826, 8-10=-2043/2847, 7-8= 2031/2845, 5-7=-2014/2824
WEBS 2-10=-421/622, 2-8=-602/793, 3-8= 602/444, 4-8=-603/783, 4-7= 412/628
NOTES-
1) Unbalanced roofllive loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph'(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) *.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tt'e bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb)
1=1186, 5=1305i
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 Ib down and 246 Ib up at
6-11-4, 113 Ib down and 141 Ib up at 9-0-0, 111 Ib down and 141 Ib up at 11-0-0, 111 Ib down and 141 Ib up at 12-10-8, and 111 Ib
down and 141 lblup at 14-10-8, and 179 Ib down and 246 Ib up at 16-11-4 on top chord, and 330 Ib down and 426 Ib up at 6-11-4,
84 Ib down and 1102 Ib up at 9-0-0, 84 lb down and 102 Ib up at 11-0-0, 84 Ib down and 102 Ib up at 12-10-8, and 84 Ib down and
102 Ib up at. 14=10-8, and 330 Ib down and 426 Ib up at 16-10-8 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S).section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125
Uniform Loads (plf)
Thomas A. Albani PE No.39380
Vert: 1-21 -54, 2-4=-54, 4-6=-54; 11-14= 20
MiTek USA, Inc. FL Cert 6634
6004 Parke East Biyd. Tampa FL 33610
Data:
December 27,2018
'ontinued o
® WARNING - Verity
design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use
only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design..Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Is always requiredlfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
MiTek`
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type a
City
Ply
SASSEVILLE % Q56808
T15902929
75460
GRG
Hip Girder.
1
1
Doti Reference (optional)
L:namDers I cuss, Inc., rori rlerce, rL 0.49V s uec O LU 1 O IVII 1'CP IIIUUSI b, III I I IU UGU L/ lu.uu.cu cu i o rage c
ID:cf451 GWcul fGPiOyu_4LEFz6O73-eBgPpngyHEpmsl fUOrJm3CbQXH_KOKxoW e556oy4INz
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert:2=1132(F) 4=-132(F) 10=-330(F) 7=-330(F) 18=-106(F) 19=-106(F) 20=-106(F) 21=-106(F) 22=-61(F) 23=-61(F) 24=-61(F) 25=-61(F)
i
i
I
i
I
I
I
I
i
i
i
i
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for on Individual building component, not
�
a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
Bracing
p.
building design. Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
iTek"
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANStMI1 Quality Cdfeda, DSB.89 and SCSI Building Component
6904 Parke East Blvd.
Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610 .
I
Job
Truss
Truss Type ,
Qty •
Ply
SASSEVILLE / Q56808
T15902930
75460
GRH
HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc.,
Fort Fierce, I-L
8.24U s uec b zU18 MITex industries, Inc. Thu Dec zr 1 a:sszl 2018 rage 1
I D:cf451
G W cui fG PiOyu_4LEFz6O73-6lOnO7ga2XxdUAEgxYq?cQ8ffhLKlmMxl I rffEy41 Ny
-2-0.0
3-6-0
B-4-9
13-1-7
18-0-0
21-6-0 23-6-0
2-0.0
3-6-0
4-10-9
4-8-13
4-10-9
3-6-0 2-0-0
I
I
Scale = 1:42.0
NAILED
NAILED
NAILED
4x8 =
NAILED
NAILED
NAILED 2x3 II
NAILED 3x4 = NAILED
NAILED 4x8 =
6.00 12
3
2021
22
4 23
24
5 25 26 27
28 6
�} 2
7 w
�1
I�,
a
0
8 6
1
13
29
30
12 31 11
32
10 33
'34 9
x4
= 2x3 II
NAILED
NAILED 3x10 = 4x6 =
3x4 = NAILED
2x3 II
NAILED
NAILED
NAILED NAILED
NAILED
I
i
I
NAILED
3-6-0
8-4-9
13-1-7
18-0-0
21-6-0
3.6-0
4-10-9
4-8-13
4-10-9
3-6-0
Plate Offsets (X Y) -
[3:0-5-4,0-2-01, [6:0-5-4,0-2-01
I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.29
Vert(LL)
0.22 10-12 >999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.44
Vert(CT) -0.25 10-12 >999
240
BCLL 0.0
Rep Stress [nor
NO
WB
0.46
HOrz(CT)
0.05. 7 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 102lb FT=20%
LUMBER- I BRACING -
TOP CHORD2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
I
REACTIONS. (lb/size) 2=975/0-8-0, 7=980/0-8-0
Max Horz 2=-75(LC 30)
Max Uplift 2=-727(LC 8), 7=-728(LC 8)
Max Grav 2=993(LC 36), 7=1008(LC 37)
FORCES. (lb) - M x. Comp./Max. Ten. All forces 250 (lb) or less except when shown:
TOP CHORD 2-3=-1746/1086, 3-4= 2549/1748, 4-5=-2549/1748, 5=6=-2560/1751, 6-7=-1780/1097
BOT CHORD 2-' 3=-908/1570, 12-13=-916/1582, 10-12=-1652/2592, 9-10=-930/1595, 7-9=-923/1582
WEBS 3-12=-806/1199, 4-12=-299/179, 5-10= 301/174, 6-10=-805/1193
Structural wood sheathing directly applied or 4-4-14 oc purlins.
Rigid ceiling directly applied or 5-8-8 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=72717=728.
7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)
LOAD CASE(S)
1) Dead + Roof L
Uniform Loads
Vert: 1
Concentrated I
Vert:
(balanced): Lumber Increase=1.25, Plate Increase=1.25
If)
= 54, 3-6=-54, 6-8= 54, 14-17=-20
Ids (lb)
3(F) 6=-6(F) 13=4(F) 5— 11(F) 10= 8(F) 9=4(F) 20= 11(F) 22=-11(F) 23=-1'1(F) 24=-11(F) 26=-11(F) 28=-11(F)
30=-8(F) 31=-8(F) 32= 8(F) 33=-B(F) 34=-8(F)
Thomas A. Alban! PE No:39380
MiTek USA, Inc. FL Cert 6634
6004 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 1WO312015 BEFORE USE.
"
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
atruss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required1for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
MiTek'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Guallty Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Informatbnovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610 .
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902931
75460 1
H
HALF HIP
1
1
Job Reference (optional)
c:hamoers I russ, Inc.,
i
I
I
j
tort tierce, rL o.zvu s uec o zu 10 IVII I eK Inausmes, inc. i nu uec u I d:00:4Z Zu 10 raye I
ID:cf451 GWculfGPiOyu_4LEFz6O73-aVy9EThDpr3U5KptVGLEBdgpl5hOUIQ4zxaCBgy4INx
2-0.0 5-6.0
2-0-0 5-6-0 1-0-4
0
4x4 =
3x4 11
3 4
6-6-4
Scale = 1:22.3
Plate Offsets (X Y)=
[2:0-0-12 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Lid
PLATES GRIP
TCLL 20.0 1
Plate Grip DOL 1.25
TC 0.37
Vert(LL)
0.21
5-8
>361
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.39
Vert(CT)
-0.1.1
5-8
>692
240
BCLL 0.0
Rep Stress Incr . YES
WB 0.08
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 32 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP 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/I ize) 5=218/0-6-4, 2=365/0-8-0
Max Horz 2=177(LC 12)
Max Uplift 5=-179(LC 12), 2=-286(LC 12)
FORCES. (lb) - M I x. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
WEBS 3-5=-136/284
NOTES- 1
1) Unbalanced roofl live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat..
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(?)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 5-6-0, Extedor(2) 5-6-0
to 6-4-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60 I
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanilcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
5=179, 2=286.
i
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6834
6904 Parke East Blvd. Tampa FL 33610
1 Date:
December 27,2018
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated,is To prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required1for stability and To prevent collapse with possible personal injury and property damage. For general guidance regarding The
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUVII Quality Cdtoda, DSB49 and SCSI BuIlding Component
Safety Informationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314,
i
MiTek`
6904 Parke East Blvd..
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
SASSEVILLE / Q56808
4
T15902932
75460
H1
MONOPITCH
1
1
Job Reference (optional)
Chambers I russ, Inc., Fort Fierce, I-L
i
i
2-0.0
6.z4u S UeC b zul tj MI I eK InaUSmeS, Inc. I nu Uec zi i o:sJ:zz zul is rage i
ID:cf451 G W cul fGPiOyu_4LEFz6O73-aVy9EThDpr3U5KptVGLEBdgof5hl UJk4zxaCBgy41Nx
6-6-4
3x4 11
3
Scale = 1:24.5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES: GRIP
TCLL 20.0
Plate Grip DOL
..1.25
TC 0.40
Vert(LL)
0.23
4-7
>331
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
-b.12
4-7
>628
240
BCLL 0.0
Rep Stress Incr .
YES
WB 0.00
Horz(CT),
-0.00
2
n/a
n/a
BCDL 10.0
i
Code FBC2017ITP12014
Matrix -MP
Weight: 29 lb FT = 20%
1
LUMBER-
BRACING -
TOP CHORD 2x4ISP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins,
BOT CHORD 2x41SP M 30 except end verticals.
WEBS 2x4ISP 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/'size) 4=218/0-6-4, 2=365/078-0
Max Horz 2=194(LC 12)
Maz Uplift 4=-187(LC 12), 2=-278(LC 12)
FORCES. (lb) - M I x. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 3-4— 151/280
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and. C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-4-8 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) *This truss has been designed for 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 the bottom chord and any other members.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
4=187, 2=278.
l
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL33610
Date:
December 27,2018
Q WARNING - Verify design parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 Quality Criterh, DSB-89 and BCSI Bullding Component
6904 Parke East Blvd.
Safety Infomratlohovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
i
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
I
t
T15902933
75460
J1
JACK -OPEN
18
1
Job Reference (optional)
Unambers I russ, Inc.,
I
t-on Fierce, rL - tS.z4u s UeC 6 zU1 b MI I eK Inauslnes, inc. Intl uec zr 1J:JJ:z3 zul tS rage 1
ID:cf451 GWculfGPiOyu_4LEFz6O73-2hWXRoira9BLjUO33zsThrDujV59Dm_ECbKlj7y4INw
-2-0-0 1-0-0
2-0-0 1.0-0
Scale = 1:9.5
0
Plate Offsets (X Y) ,- [2:Edge,0-0-4]
I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL) 0.00
7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.16
Vert(CT) 0.00
7 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horc(CT), 0.00
4 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Wind(LL) -0.00
7 >999 240
Weight: 7lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 ocpurlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
I
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=-30/Mechanical, 2=265/0-8-0, 4=-50/Mechanical
Max Harz 2=84(LC 12)
ZUplift 3=-30(LC 1), 2=-266(LC.12), 4=-50(LC 1)
Grav 3=50(LC 12), 2=265(LC 1), 4=78(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C. Exterior(2) zone; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between ttie bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb)
2=266.
Thomas A. Alban! PE N6.39380
MiTek USA, Inc: FL Cert 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
®WARNING - Ver),fy desigd parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with Mtfek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
_ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Cdferla, DSB-89 and BCSI Butiding Component
6904 Parke East Blvd.
Safety Informatlanavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902934
75460
J1A
Jack -Open
2
1
i
Job Reference o tional
Chambers Truss, Inc., Fort Pierce, FL
I
I
8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:24 2018 Page 1
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-Wt4wf8jTLSJCLeyFdgNiD2mE7vTayDENRF3JFZy4INv
1-0-0
1-0-0
Scale = 1:7.0
3x4 =
1-0-0
1-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.01
Vert(LL) -0.00
6 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.02
Vert(CT) -0.00
6 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2017fTPI2014
Matrix -MP
Wind(LL) 0.00
6 >999 240
Weight: 3lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc puffins.
BOT CHORD 2x4ISP 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) 1=37/0-8-0, 2=20/Mechanical, 3=16/Mechanical
Max Harz 1=20(LC 12)
Max Uplift 1= 7(LC 12), 2=-13(LC 12), 3=-5(LC 12)
Max' Grav 1=37(LC 1), 2=21(LC 17), 3=16(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
I
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has Been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between ttie bottom chord and any other members.
4) Refer to girder(s), for truss to truss connections..
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3.
I
Thomas A. Albani PE No.36380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
nerennhar 97 9f11 R
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
r
MiTek'
Is always requlredifor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTP11 Quality Cdtodo, DSB-89 and BCSI BuOding Component
6904 Parke East Blvd.
Safety Infonnatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
Tampa, FL 33610
Job i
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
* `
T15902935
75460
J2
Jack -Open
1
1
Job Reference (optional)
uriambers I russ, Inc., fort Fierce, hL
ill
3x4 =
d.Z4U S Uec b ZUlts MI I eK Inausines, Inc. I nu Uec Z/ i o:U3:Z4 ZU7 t5 rage i
ID:cf451 GWculfGPiOyu_4LEFz6O73-Wt4wfBjTLSJCLeyFdgNiD2mBOvQMyDENRF3JFZy4INv
3.0-0
3.0-0
Scale: 1 °=l'
LOADING (psf) i
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATESGRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.21
Vert(LL)
-0.00
3-6
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.23 :
Vert(CT)
-0.01
3-6
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Wind(LL)
0.01.
3-6
>999
240
Weight: 10lb . FT=20%
LUMBER- BRACING -
TOP CHORD 2x41SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4�SP 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) 1=109/0-8-0, 2=69/Mechanical, 3=40/Mechanical
Max Horz 1=60(LC 12)
Max Uplift 1=-23(LC 12), 2=-49(LC 12), 3=-6(LC 12)
Ma'x Grav 1=109(LC 1), 2=71(LC 17), 3=52(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s), for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 1, 2, 3.
Thomas A. Albani PE No.38380
MiTek USA, Inc: FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with Mfrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing.
MiTek'
Is always requiredjfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see/WSVIPII Quality Cdteda, DSB-89 and III Building Component
6904 Parke East Blvd.
Safety Infonnatlonavalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
i
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
I
� �
T75902936
75460
J2A
Jack -Open.
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Fierce, FL
I
I
I 1
i
b.24U S Uec 6 ZU11:3 MI I eK Inausrrles, Inc. I nu Uec x1 1 d:SS:Zb ZUl is Fage 1
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-_4elsUk56mR3yoXSAOuxmGlMplmingTXgvpso?y41Nu
2-11-4
2-11-4
Scale:l"=1' .
3x4 =
2-11-4
2-11-4
I
LOADING (psf) I
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TOLL 20.0
Plate Grip DOL
1.25
TO 0.21
Vert(LL)
-0.00
3-6
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.22
Vert(CT)
-0.01
3-6
>999
240
BOLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Wind(LL)
0.01
3-6
>999
240
Weight: 9lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4ISP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4;SP 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) 1=106/0-7-4, 2=68/Mechanical, 3=39/Mechanical
Max Harz 1=58(LC 12)
Max Uplift 1=-22(LC 12), 2=-49(LC 12), 3=-5(LC 12)
Max Grav 1=106(LC 1), 2=70(LC 17), 3=52(LC 3)
FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown.
i
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has.been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)�for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1,. 2, 3.
i
Thomas A. Albani PE No.39380
MiTekUSA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
r)nnomhor 07 001 A'
® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f0/0312015 BEFORE USE.
Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and Is for on Individual building component, not
a truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek°
is always requiredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses'ond truss systems, seeANSIMIt Quality Criteria. DSB-89 and SCSI BuBding Component
6904 Parke East Blvd.
Safety Informatlooavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
I
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
x
T15902937
75460
J3
JACK -OPEN
18
1
Jab Reference (optional)
unambers I russ, Inc.,
Fort Fierce, FL 8.24U S Uec 6 2U18 MI I eK Industries, Inc. I nu Uec 2/ 13:33:2b 2U18 rage 1
ID:cf451 GWculfGPiOyu_4LEFz6O73-_4elsUk56mR3yoXSAOuxmGIECImBhgTXgvpso?y41Nu
-2-0-0 3-0-0
2-0-0 3-0-0
6
Scale = 1:14.6
Plate Offsets (X,Y) [2:Edge,0-0-41
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) . I/dell. Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC . 0.76
Vert(LL) -0.00
4-7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.19
Vert(CT) -0.01
4-7 >999 240
BCLL 0.0
Rep Stress Incr .
YES
WB 0.00.
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
i
Code FBC2017/TP12014
Matrix -MP
Wind(LL) 0.01
4=7 >999. 240
Weight: 13lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP 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. (III size) 3=50/Mechanical, 2=259/0-8-0, 4=19/Mechanical
Mai Horz 2=124(LC 12)
Max Uplift 3=-34(LC 9), 2=-226(LC 12), 4=-30(LC 9)
Max Grav 3=50(LC 1), 2=259(LC 1), 4=47(LC 3)
FORCES. (lb) - MI x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 2-11-4 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in' all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit, between the bottom chord and any other members.
4) Refer to girder(s), for truss, to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb)
2=226.
I
I
i
Thomas A. Albani PE No.36380
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
'WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'MIF7473 rev. 1010312015 BEFORE USE.
°
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
l
I VlT
ek°
MiTek'
is always requlred1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIAPll Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Salaty Inlorrnatlonavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
SASSEVILLE / Q56808
I
`
T15902938
75460
J3A
Jack -Open
7
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:26 2018 Page 1
ID:cf451 GW cui fGPiOyu_4LEFz6O73-TGBg4gkjt4Zway6ek5PAJTrPyi67Q7jguZYQKSy4INt
-2-0-0 3-6.0
2-0-0
1 1
Scale = 1:15.8
3-6.0
Plate Offsets (X Y)-- [2:0-0-8 Edge]
I
LOADING (psf) i
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL) -0.01
4-7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.21
Vert(CT) -0.01
4-7 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2017[rP12014
,
Matrix -MP
Wind(LL) -0.01
4-7 >999 240
Weight: 15lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-6-0 oc purlins.
BOT CHORD 2x4 SP 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) 3=65/Mechanical, 2=272/0-8-0, 4=28/Mechanical
Max Horz 2=134(LC 12)
Max Uplift 3=-38(LC 12), 2=-180(LC 12)
Max Grav 3=70(LC 17), 2=272(LC 1), 4=57(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
I
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 3-5-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between ttie bottom chord and any other members.
4) Refer to girder(s)' for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b)
2=180.
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
®WARNING - Veri/y
I
design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE.
--
°
Design valid for use
only with MITek® connectors. This design is based only upon parameters shown, and is for on Individual building component not
a.truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality CrIfedo, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Inlonnatlorrovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
t
T15902939
75460
J4
Jack -Open
9
1
Job Reference (optional)
unambers I russ, Inc., t-on coerce, I-L
0
mz4u s uec O eu I c IVa I eK InUUSmes, mu. 1 r lu ueu zl I o:aa:z0 eu I o rdye I
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-TGBg4gkjt4Zway6ek5PAJTrPyi3SQ7jguZYQKSy4INt
4-9.0
4-9.0
w-s-u
4-9.0
Gb
N
Scale = 1:18.9
,
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL)
-0.02
4-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.44
Vert(CT)
-0.04
4-7
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Wind(LL)
0.04
4-7
>999
240
Weight: 18lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins.
BOT CHORD 2x4 SP 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) 3=100/Mechanical, 2=310/0-8-0, 4=49/Mechanical
Max Harz 2=160(LC 12)
Maz Uplift 3— 66(LC 12), 2— 179(LC 12)
Max Grav 3=105(LC 17), 2=31O(LC 1), 4=82(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown.
I
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-8-4 zone;C-C for
members and fofces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=O wide
will fit between the bottom chord and any other members.
4) Refer to girder(s)' for truss to truss connections.
5) Provide mechanilca] connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at=lb)
2=179.
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
Iler•amhr 079r11 C
,
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always mqulredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Criteria, DS049 and SCSI Building Component
6904 Parke East Blvd..
Safety InformatIchavollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
•
T15902940
75460
J5
JACK -OPEN
11
1
Job Reference (optional)
L,namoers I russ, Inc., ran rierce, rL
I
1
mequ s Liec o zui a MI I eK lnausmes, Inc. 1 nuuec u 1 J:00:ef Zu I S rage 1
ID:m5Qw_AcDzoW W FtUk733JlfyoEyK-xS12HAILdNhmC5hglpxPrhOYk6J49azg7Dlzsuy4lNs
2-0-0 5-0-0
2.0-0 5-0-0
m
0
N
Scale = 1:19.5
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(!oc)
I/defl
Ud
PLATES GRIP
TCLL20.0
Plate Grip DOL
1.25
TC 0.89
Vert(LL)
0.11
4-7
>512
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.80
Vert(CT)
-0.05
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix -MP
Weight: 19lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4!SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4!SP 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) 3=107/Mechanical, 2=317/0-8-0, 4=52/Mechanical
Maz Horz 2=165(LC 12)
Max Uplift 3=-82(LC 12), 2=-251(LC 12), 4=-56(LC 9)
Max Grav 3=107(LC 1), 2=317(LC 1), 4=85(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 4-11-4 zone; porch left
and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) *'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tale bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections..
5) Provide mechaniiCal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb)
2=251.
i
i
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
December 27,2018
Q WARNING - Venry design parameters and READ NOTES OMTHIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
�'
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing
Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required1for
stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage,
delivery, erection and bracing of trusses and truss systems, seeANSV1P11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Infomfatlahovailable
from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type e`
Qty
Ply
SASSEVILLE / Q56808
T15902941
75460
J5A
Jack -Open
1
1
Job Reference (optional)
cnamoers i russ, inc., ran rierce, rL
I
1
3x4 =
mz4u s uec o zu1 u mi i eK inausmes, inc. i nu uec zi i o:aa:zr zu i u rage i
I D:m5Qw_AcDzoW W FtUk733Jlfyo EyK-xS12HAl LdNhmC5hglpxPrhOa56LG9azg7Dlzsuy4lNs
5-0-0
5.0-0
Scale = 1:17.9
5-0.0
5-0-0
w
0
N
LOADING (psf) i
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.74
BC 0.66
WB 0.00
Matrix -MP
'DEFL. in
Vert(LL) -0.03
Vert(CT) -0.07
Horz(CT) -0.00
Wind(LL). 0.06
(loc) I/defl Ud
3-6 >999 360
3-6 >899 240
2 n/a n/a
3-6 >929 240
PLATES GRIP
MT20 244/190
Weight: 16lb . FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4ISP No.3
BOT CHORD
Rigid ceiling directlyapplied:or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=183/0-8-0, 2=118/Mechanical, 3=65/Mechanical
Max Horz 1=100(LC 12)
Max Uplift 1=-39(LC 12); 2=-85(LC 12), 3=-6(LC 12)
Max Grav 1=183(LC 1), 2=122(LC 17), 3=90(LC 3)
I
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES- I
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) *'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between ttie bottom chord and any other members.
4) Refer to girder(s), for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.100 lb uplift at joint(s) 1, 2, 3.
I
Thomas A. Albani PE No.39380
MiTek USA, Inc; FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:.
I
December 27,2018
® WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
DUE"
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design. Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
���
MiTek'
Is always required1for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
storage, delivery, erectionusses truss systems, exxannd IQuality Ateda, DSB 89 and BCSI BuBdlnp Component
r8
6904 East Blvd.
Safety Informalbno alloblfabrication,
Truss s Plate Inost tutte, 21of
e from312, Aland
N. Lee Street, Suit a, VA 22314
i
Tampa, FLe 3361 p
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
`
T15902942
75460
J7
JACK -OPEN
24
1
Job Reference (optional)
l;namoers truss, Inc., rOri meme, t-L t1.Z4U S Uec U ZU 1 t5 IVII I eK IMUSrrteS, me. i nu Uee ei ii;oo:ZC Zu I c rage I
I D:cf451 G W cui fG PiOyu_4LEFz6O73-PfJQU W mzOhgdpFG1 sW SeOuwnH W ioui DzMt1 W OKy4l Nr
-2-0.0 7-0-0
2-0-0 7-0-0
Scale: 1/2"=1'
2
7-0-0
7-0-0
Plate Offsets (X Y)--.-
[2:0-5-8 0-0-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.58
Vert(LL)
0.34
4-7
>245
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.52
Vert(CT)
-0.17
4-7
>481
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -MP
Weight: 26lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
I
REACTIONS. (lb/aize) 3= 1 60/Mechanical, 2=385/0-8-0, 4=8 1 /Mechanical
Max Harz 2=205(LC 12)
Max Uplift 3— 126(LC 12), 2=-289(LC 12), 4=-82(LC 9)
Max' Grav 3=160(LC 1), 2=385(LC 1), 4=124(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
I
Structural wood sheathing directly applied or 6-0-0 oc purlins
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 13=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone; porch left
and right exposetl;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between * bottom chord and any other members.
4) Refer to girder(s), for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb)
3=126, 2=289.
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
n—n—K r 77 OM A
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev, 10/0=015 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
�'
atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
to
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
�q
Is always required1for stability and to collapse with possible personal Injury and property damage. For general guidance regarding the
IVI�Tek`
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality CrBedo, DSB-89 and BCSI BuOding Component
6904 Parke East Blvd.
Safety Infonnatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
i
Tampa, FL 33610
Job
Truss
Truss Type
Cty I
Ply
SASSEVILLE / (Q56808
•
T15902943
75460
VA
JACK -OPEN
5
1.
Job Reference (optional)
cnamoers i russ, inc.,
ran rlerce, rL 0.4'4a S Utlo o Cu 10 IVII 1 dR H WUbillub, InU. 11 Iu UUU L/ 1 J.00— — 10 rayu 1
I D:cf451 G W cul fG PiOyu_4LEFz6O73-trtpisnc9?yU RPrDPEztw6T_hwx_dUT6aXn4xmy4l Nq
-2-0-0 7-0-0
2-0-0 1 7-0-0
5-4.0
Scale: 1/2"=l'
I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
-0.04
5-8
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.97
Vert(CT)
-0.07
5-8
>941
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017ITPI2014
Matrix -MP.
Wind(LL)
0.13
5-8
>497
240
Weight: 26lb FT=20%
i
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 5=0-8-0.
(Ib) . Max Horz 2=205(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=-117(LC 12), 2= 250(LC 12), 5=-144(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 3, 4, 5 except 2=342(LC 1)
FORCES. (lb) - MI x. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
I
NOTES-
1) Wind: ASCE 7-1;0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-11-4 zone; porch left
and right exposed;C-C for:members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tAe bottom chord and any other members.
4) Refer to.girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb)
3=117, 2=250, 5 1 L144.
I
Thomas A. Alban! PE N6.39380
MiTek USA, Inc: FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
I
® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a.truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'.
Is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 GualBy Criterla, DSB-89 and SCSI BuOding Component
6904 Parke East Blvd.
Safety Informatlohovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
T15902944
75460
KJ4
Diagonal Hip Girder
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 27 13:33:29 2018 Page 1
ID:cf451 GWcul fGPiOyu_4LEFz6O73-trtpisnc9?yURPrDPEztwBT1 Fw64dUT6aXn4xmy41Nq
-2-9-15 2-7-14 4-10-10
2-9-15 2-7-14 2-2-12
NAILED
4-10-10
Scale = 1:15.5
1� 1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL. 20.0
Plate Grip DOL
1.25
TC 0.31
Vert(LL)
-0.09
4-7
>638
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.26.
Vert(CT)
0.05
4-7
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0 1
Code FBC2017/TP12014
Matrix -MP
Weight: 20lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied'or 4-10-10 oc purlins.
BOT CHORD 2x4 SP M 30 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. (Ito/size) 3=81/Mechanical, 2=296/0-10-15, 4=21/Mechanical
Max Horz 2=133(LC 8)
Max Uplift 3=-73(LC 5), 2— 301(LC 8), 4=-68(LC 5)
M4 Grav 3=113(LC 28), 2=392(LC 28), 4=108(LC 24)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp B; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between ttie bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb)
2=301.
6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
Concentrated Loads (lb)
Vert: 8=51(1`=25, B=25) 9=-7(F=-4, B=-4) 10=72(F=36, B=36)-11=-2(F=-1, B=-1)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE MIP7473 rev, 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
M ffek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPll Quality Cdtedo, OSB-89 and BCSI BuBding Component
6904 Parke East Blvd.
Safety Informationovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job i
Truss
Truss Type
City
Ply
SASSEVILLE / Q56808
'
T15902945
75460.
KJ6
Diagonal Hip Girder
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 MiTek Industries, Inc. Thu Dec 2713:33:30 2018 Page 1
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-L1 RBvCnEwl4L3ZQPzxU6TJOC?JUjMwUGpBWdTDy41Np
-2-9-15 3-6-6 -- 6-7-14
2-9-15 3-6-6 3.1-6
I
Scale = 1:18.5
6-7-14
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 2 I.0
Plate Grip DOL
1.25
TC 0.31
Vert(LL)
-0.03
7-10
>999
240
MT20 244/190
TCDL 7,0
Lumber DOL
1.25
BC 0.17
Vert(CT)
0.01
7-10
>999
240
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.08
Horz(CT)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 31 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
I
REACTIONS. (lb/size) 4=76/Mechanical, 2=394/0-10-15, 5=128/Mechanical
Max Horz 2=158(LC 8)
Max Uplift 4=-54(LC 8), 2=-308(LC 8), 5=-71(LC 5)
Max Grav 4=82(LC 17), 2=422(LC 28), 5=162(LC 28)
i
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-430/127
BOT CHORD 2-7=-163/324, 6-7=-163/324
WEBS 3 6=-356/179
NOTES-
1) Wind: ASCE 7-
II; Exp B; Encl.,
2) This truss has t
3) * This truss has
will fit between 1
4) Refer to girder(:
5) Provide mechal
2=308.
6) "NAILED" indim
7) In, the LOAD Cl
LOAD CASE(S) St
1) Dead +,Roof Livf
Uniform Loads (F
Vert: 1-4
Concentrated Lo!
Vert: 11
I
I
Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.
Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
Cpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
:n designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
bottom chord and any other members.
for truss to truss connections.
oat connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb)
3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
S) section, loads applied to the face of, the truss are noted as front (F) or back (B).
(balanced): Lumber Increase=1.25, Plate Increase=1.25
t, 5-8=-20
(lb)
B) 12=-1(F) 13=29(F=-7, B=36) 14=-8(F=-11, B=3)
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
n r. .n-7nni0
& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 51II-7473 rev. IOIOWO15 BEFORE USE.
ter•
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall
building design. Bracing indicated is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal Injury and. property damage. For general guidance regarding the _
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality Criteria, DSB49 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnatlohavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
SASSEVILLE / Q56808
�
•
T15902946
75460 I
KJ7
DIAGONAL HIP GIRDER
5
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Dec 6 2018 Mltek Industries, Inc. I hu Uec 27 13:33:31 2ul8 rage 1
ID:m5Qw_AcDzoW W FtUk733JIfyoEyK-pE?Z7XoshcCCgj?bXf?LOXYNkjo_5LnP2rGA?fy41No
2-9-15 5-10-8 9-10-1
2-9.15 5-10-8 3-11-9
Scale: 1/2"=1'
a
Y
0
5-10-8
5-10-8
9-10-1
3-11-9
Plate Offsets KY)-. '
[2:0-1-1 Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.31
Vert(LL)
-0.09
7-10
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.29
Vert(CT)
0.05
7-10
>999
240
BCLL 0.0 *
Rep Stress Incr
NO
WB , 0.20
HOrz(CT)
-0.01 .
5
n/a
n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix -MS
Weight: 43 lb FT = 20
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=99/Mechanical, 2=461/0-10-15, 5=297/Mechanical
Max Horz 2=204(LC 8)
Max Uplift 4=-72(LC 8), 2=-495(LC 8), 5=-295(LC 8)
Max Grav 4=103(LC 17), 2=524(LC 28), 5=297(LC 1)
I
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-527/421
BOT CHORD 2-7=-465/463, 6-7= 465/463
WEBS 3-7=-203/257, 3-6=-535/538
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.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb)
2=495, 5=295. 11
6) "NAILED" indicates 3-1 Od (0.148"x3") or2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 11 51(F=25, B=25) 13=-61(F=-30, B= 30) 14=72(F=36, B=36) 15=6(F=3, B=3) 16= 47(F=-24, B= 24)
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
I
® WARNING - ven ry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
*
Design valid for use only with MiTekD connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required] for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV711 Quality Cdtodo, DS1111-69 and BCSI Building Component
6904 Parke East Blvd.
Safety Infonnationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
1
t
T15902947
75460
KJE
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, inc.,
Pon Pierce, FL
-2-9-15
5-1-9
ID:m5Qw_AcDzo
3.e4V s Dec 6 Zara IVII 1 eK II rUUsrrles, Illc. 1 Ilu UUU Z/ 10:00:04 Za 10 rdye r
WFtUk733JIfyoEyK-HQZxKtpUSwK3Itao5MWaYk5YU785gghZHV?kY5y41Nn
7-5-12 9-10-1
2-9.15
5-1-9
2-4-3 2-4-5
-
Scale = 1:25.7
NAILED 4
NAILED I6
2x3 11
4.24 F12
NAILED
NAILED
11
" m
NAILED
m
i
NAILED
10
I
2
13
14
1
NAILED
NAILED
15 6 5
3x4 =
NAILED
NAILED
2x3 11
NAILED
4-1-3
7-5-12 9-10-1
4-1-3
3-4-9 2-4-5
Plate Offsets (X,Y)-
[2:0-0-13,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.31
Vert(LL)
TCDL
7.0
Lumber DOL
1.25
BC 0.30
Vert(CT)
BCLL
I * 1
Rep Stress Incr
NO
WB 0.10
Horz(CT)
BCDL
11
Code FBC2017/TPI2014
Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4� SP M 30 BOT CHORD
WEBS 2x4lSP No.3
i
I
REACTIONS. All bearings Mechanical except Qt=length) 2=0-10-15, 6=0-11-5.
(lb) - Mak Harz 2=204(LC 8)
Marx Uplift All uplift 100 lb or less at joints) 4, 5 except 2=-364(LC 8), 6=-513(LC 8)
MaIx Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=407(LC 28), 6=536(LC 1)
i
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 3;6=-385/328
lin (loc) I/defl Ud PLATESGRIP
0.11 6-9 >814 240 MT20 244/190
0.08 6-9 >999 240
0.00 2 n/a n/a
NOTES-
1) Wind: ASCE 7-1�0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=
II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate g
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loadE
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangl
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift al
2=364, 6=513. 1
6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (Ib)
Vert: 10 51(F=25, B=25) 12=-61(F=-30, B=-30) 13=72(F=36, B=36) 14=6(F=3, B=3) 15=-24(F)
I
Weight: 38 Ib FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins.
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.
5ft; L=24ft; eave=4111; Cat.
p DOL=1.60
3-6-0 tall by 2-0-0 wide
4, 5 except (jt=lb)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, f0/03/2015
BEFORE USE.
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual
building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate
this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional
temporary and permanent bracing
MiTek"
is always required, for stability and to prevent collapse with possible personal Injury and property damage, For general guidance
regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIM111 Quality Criteria, DS111-89 and
BCSI Building Component
6904 Parke East Blvd.
Safety Informatioinovalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
City
Ply
SASSEVILLE / Q56808
T15902948
75460
MV2
Valley
4
1
Job Reference optional
tinamuers I russ, Inc., ron rrerce, r�
i
s uec b ZU 10 IVII I eK Inausines, Inc. I nu uec Zr IJ:JJ:34 eu r a rage I
:ul fGPiOyu_4LEFz6O73-EpgilZrk_XanXAjACnZ2d9AwnxtlllirkpUrc_y4lN1
2-0-0
2
6.00 12
1 �
3x4 i
3
Scale = 1:7.8
I
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.07
Vert(LL) n(a
n/a
999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.03
Vert(CT) n�a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.
0 2
n/a
n/a
BCDL 10.0
Code FBC2017fTPI2014
Matrix-P
Weight: 5lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . .
MiTek recommends that Stabilizers and required cross bracing
j be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=51/2-0-0, 2=37/2-0-0, 3=14/2-0-0
Max Harz 1=28(LC 12)
Max Uplift 1=-11(LC 12), 2=-29(LC 12)
Mai Grav 1=51(LC 1), 2=39(LC 17), 3=28(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B= 5ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces MW FRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle3-6-0 tall by 2-0-0 wide
will fit between tie bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building deigner should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
I
I
Thomas A. Albani PE NoA9380
MiTek USA, Inc. FL Ceti 6634
6904 Parke East Blvd. Tampa FL 33610
Date: .
December 27,2018
®'WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev, 10
015 BEFORE USE,��
Design valid for use only with MfTek® connectors. This design Is based only upon parameters shown, and is for an individ
bullding component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate
this design Into the overall
building design. Bracing indicated is to prevent.buckling of individual truss web and/or chord members only.. Additional
temporary and permanent bracing
MiTek"
Is always required, for stability and to prevent collapse with possible personal Injury and property damage. For general guidance
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtedo, DSB-89 and
regarding the
BCSI Building Component
6904 Parke East Blvd.
Safety Informatlonovollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56808
a
T15902949
75460 I
MV4
Valley
4
1
Job Reference (optional)
Chambers 1 russ, Inc., tort tierce, t-L
I
I
I
I
i
I
i
I
I
i
1
8.24o S Uec 6 2Ulb MI I eK Inaustries, Inc. I nu uec z/ l J:JJ:3a ZUl u rage i
ID:cf451 GWc 1 fGPiOyu_4LEFz6O73-i?E4yvrMlrie9KINmU4HANjOxKAH1 Cy?zTE08Qy41Nk
4-0-0
4-0-0
Scale = 1:12.8
2
3x4 11
6.00 F12
3
I
3x4 ;7-
3x4 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.43
Vert(LL) n(a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.21
Vert(CT) n(a
n/a 999
BCLL 0.0 ` 1
Rep Stress Incr
YES
WB 0.00
Horz(CT) 0.00
n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 14lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2X4,SP No.3
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins,
BOT CHORD 2x4 SP NO.3
except end verticals.
WEBS 2x4 SP 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
Inetnllnfinn r„drle
REACTIONS. (Ib/size) 1=120/4-0-0, 3=120/4-0-0
Max Harz 1=66(LC 12)
M4 Uplift 1=-26(LC 12), 3=-59(LC 12)
Mai Grav 1=120(LC 1), 3=123(LC 17)
FORCES. (lb) - Mi x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-1,0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
4) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between tie bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
. December 27,2018
0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev, 1Oro3/2015
BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual
building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate
this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addltlondl
temporary and permanent bracing .
MITek•
Is always required, for stability and to prevent collapse with possible personal injury and property damage. For general guidance
regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quo? Cdterla, DSB-69 arid
BCSI Buading Componont'
6904 Parke East Blvd. -
Safety Informatbanovallable from Truss Plate Institute, 2.18 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SSEVILLE / Q56808
i
T15902950
75460
MV6
Valley:
3
1.
Job
Reference (optional)
L;namoers I russ, Inc.,
I
I
I
I
I
t-on rlerce, t-L
4
1
3x4
I
6.0b F12
5
3.z4U s uec a zU1 a MI I eK Inausmes, Inc. I nu uec zr i a:jj:ao zui 6 rage i
ii fG PiOyu_4LEFz6O73-i?E4yvrMl rie9Kl NmU4HANj 1 wK401 Cy?zTE08Qy4l Nk
3x4 II
2
3
3x4 11
Scale = 1:18.6
i
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
n/a
n/a
999
MT20. 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
n%a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB '6.00
Horz(CT)
0.
0
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight:21 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP 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) 1=194/6-0-0, 3=194/6-0-0
Max Horz 1=106(LC 12)
Max Uplift 1=-42(LC 12), 3=-95(LC 12)
Max Grav 1=194(LC 1), 3=198(LC 17)
1
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2 3=-146/273
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B= 5ft; L=24ft; eave=4ft; Cat.
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 5- 0-4 zone;C-C for
members and for1ces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangl 3-6-0 tall by 2-0-0 wide
will fit between t1le bottom chord and any other members.
5) Provide mechanilcal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
Thomas A. Alban! PE No.36380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1&1
e
Design valid for usonly with MTek® This design is based Is for individLal
312016 BEFORE USE.
building
connectors. only upon parameters shown, and an
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate
building design. Bracing indicated is to prevent buckling of Individual Truss web and/or chord members only. Additiono
component not
this design Into the overall
temporary and permanent bracing
Id1T
1
MiTek'
8k'
Is always requlredlfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance
regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 Quality Criteria, DSB-89 and
BCSI Building Component
6904 Parke East Blvd.
Safety Infonnaflonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
Qty
Ply
SASSEVILLE / Q56608
T15902951
75460
MVB
Valley
3
1
Job Reference (optional)
chambers I russ, Inc., hon coerce, FL
Lou s uec b zul t1 MI I eK mausines, mc. I nu uec zt IA:dd:d0 zu I a raye 1
I D:cf451 GW cu1 fC�PiOyu_4LEFz6O73-ABoSAFs? W BgVnUtZKCbXjaFCW kW EmeT8B7zxhsy4lNj
8-0.0
o-u-v
I
3x4 11
I
3
I
I
6.00 F12
I
2x3 11
2
6
I
i
i
I
i
3x4 2x3 I 43x4 II
I
I
I
Scale = 1:25.3
i
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL) n(a
n/a
999
MT20 244/190
TCDL 7.0 1
Lumber DOL
1.25
BC 0.22
Vert(CT) n
a
n/a
999
BCLL 0:0 ` 1
Rep Stress Incr
YES
WB 0.11
Horz(CT) 0.00
n/a
n/a
BCDL 10.0
Code FBC2017(rPI2014
Matrix-.P
Weight:31 lb FT=20
LUMBER-
1
BRACING -
TOP CHORD
2x4
SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD
2x4
SP No.3
except end verticals.
WEBS
2x4
SP No.3
BOT CHORD
Rigid ceiling directly applied or.10-0-0 oc bracing.
OTHERS
2x4
SP 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=89/8-0-0, 4=111/8-0-0, 5=336/8-0-0
Max Harz 1=147(LC 12)
Max Uplift 4=-55(LC 12), 5=-165(LC 12)
Maz Grav 1=89(LC 1), 4=114(LC 17), 5=344(LC 17)
FORCES. (lb) - MI x. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-263/117
WEBS 2 5=-253/376
I
NOTES-
1) Wind: ASCE 7-110; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 7-10-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing..
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
4) *This truss has been designed for 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 the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb)
5=165.
i
I
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Ceit 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfFEK REFERANCE PAGE 114II-7473 rev. 10/03/2015
BEFORE USE.
"
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual
building component, not
a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addition
this design Into the overall
temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal Injuryand property damage. For general guidance
regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPl1 Quality Cdteda, DSB-89 a
d SCSI Building Component
6904 Parke East Blvd.
Safety Infonnatbnovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Job
Truss
Truss Type
city
Ply
SASSEVILLE / Q56808
J. �
T15902952
75460
MV10
Valley
2
1
Job Reference (optional)
Chambers 1 russ, Inc., tort Fierce, 1L
S uec 0 eU 10 rvrr r.eK 11MUSIneS, Irla. I Ilu uec G/ I o:0a:o0 eu 10 rays I
1
3x4 i
6
ID:cf451
10-0-0
10-0-0
6.00 12
2x3 11 7
2 /
5
2x3 II
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL) n
TCDL 7.0
Lumber DOL 1.25
BC 0.34
Vert(CT) n
BCLL 0.0
Rep Stress Incr YES
WB 0.12
Horz(CT) -0.(
BCDL 10.0
Code FBC20171rP12014
Matrix-S
LUMBER- BRACING -
TOP CHORD 2x41SP NO.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4ISP No.3
REACTIONS. (lb/size) 1=124/10-0-0, 4=145/10-0-0, 5=414/10-0-0
Max Horz 1=188(LC 12)
Maio Uplift 4=-72(LC 12), 5=-203(LC 12)
Max Grav 1=124(LC 1), 4=149(LC 17), 5=424(LC 17)
i
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-280/128
WEBS 2-5=-308/390
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 9-
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord.live load nonconcurrent with any other live loads
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectanglE
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at
5=203.
3x4 11
3
4
3x4 11
(loc) I/defl Ud PLATES GRIP
n/a 999 MT20 244/190
n/a .999
4 n/a n/a
Scale.=.1:30.0
Weight: 40 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
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.
5ft; L=24ft; eave=4ft; Cat.
0-4 zone;C-C for
3-6-0 tall by 2-0-0 wide
oint(s) 4 except at=lb)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1 a(03/2015
Design valid for usle only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individtial
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorpor
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional
Is always required, for stability and to prevent collapse with possible personal injury and property damage. For general guidance
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-89 and
Safety Informatbhovolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
BEFORE USE.
building component, not
ite this design Into the overall
temporary and permanent bracing
regarding the .
BCSI Building Component
�^
i�Y■
MiTek'
6904 Parke East Blvd.
Tampa, FL 33610
Job
Truss
Truss Type i
city
Ply
SASSEVILLE / Q56808
T15902953
75460
MV12
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., tort Nlerce, FL
I
i
I
I
I
I
12-0-0
6.00 12
2x3 11
2
6
1
5.z4u S Uec 0 4U 10 IVIr r eK rnuu5uiub, mu. I rlu Ueu Cr rJ:JJ:JJ 4u 1 D raye 1
_ I fGPiOyu4LEFz6O73-Ic7JYDg6DDSww08_e31 p5ydj_XQ9ZHbiV91H4Yy41Nm
7
3x4 11
3
Scale = 126.2
3x4 G
5 6
43x4 II
I
I
2x3 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL) n/a
n/a
999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.57
Vert(CT) n/a
n/a
999
BCLL ' 0.0
Rep Stress Incr
YES
WB 0.12
Horz(CT) 0.
0 4
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 48lb FT=20%
LUMBER- I BRACING -
TOP CHORD 2x4� SP M 30 TOP CHORD
BOT CHORD 2x4� SP No.3
WEBS 2x4�SPNo.3 BOTCHORD
OTHERS 2x4�SP No.3
I
REACTIONS. (lb%size) 1=153/12-0-0, 4=174/12-0-0, 5=505/12-0-0
Max Harz 1=229(LC 12)
Mai Uplift 4=-86(LC 12), 5=-249(LC 12)
Maio Grav 1=153(LC 1), 4=249(LC 17), 5=559(LC 17)
FORCES. (lb) - MI x. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2= 300/149
WEBS 2i5=-375/400
NOTES-
1) Wind: ASCE 7-1�0; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B
II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(l) 3-7-7 to 11
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing..
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
4) ' This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectanglE
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at
5=249.
Structural wood'sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
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.
L=24ft; eave=4ft; Cat.
4 zone;C-C for
3-6-0 tall by 2-0-0 wide
4 except Qt=lb)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert6634
6904 Parke East Blvd. Tampa FL 33616
Data:
December 27,2018
®'WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10%0&2015 BEFORE USE:
'
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individ al building component not
a:truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB-89 cod
SCSI Building Component
6904 Parke East Blvd.
Safety Informatldnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
1
Tampa, FL 33610
Job
Truss
Truss Type
city
Ply
SASSEVILLE / Q56808
+
T15902954
75460
MV13
GABLE
1
1
Job Reference (optional)
Gnamoers I russ, Inc., rOR rlerce, rL
13-10-8
8.240 s Dec 5 2U18 MI I ek Industries, Inc. I hu Dec 2/ 13:33:34 2U18 rage 1
ID:cf451 GW cut fGPiOyu_4LEFz6O73-EpgilZrk_XanXAjACnZ2d9Av8xrxlk3rkpUrc_y41N1
3x4 11
4
8
6.00 12 2x3 I
3
2x3 11
2
1
3x4 -55- 7 6 5
2x3 11 2x3 I 3x4 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. i
TCLL 20.0
Plate Grip DOL
1.25
TC 0.17
Vert(LL) n%
TCDL 7.0
Lumber DOL
1.25
BC 0.15
Vert(CT) n�
BCLL 0.0
Rep Stress Incr
YES
WB 0.11
Horz(CT) 0.0
BCDL 10.0
Code FBC2017ITP12014
Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4ISP N0.3 BOT CHORD
OTHERS 2x41SP No.3 .
I
REACTIONS. All bearings 13-10-8.
(lb) - Max Horz 1=267(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-200(LC 12), 7=-163(LC 12)
Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 6=507(LC 17), 7=331(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-368/180, 2-3=-255/120
WEBS 3-6=-307/335, 2-7= 248/290
NOTES-
1) Wind: ASCE 7-10; Vult=165mph:(3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=2
11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-7-7 to 3-10-8, Interior(1) 3-10-8 to
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loadsl
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at j
6=200, 7=163. 1
(loc) I/defl Ud PLATES GRIP
n/a 999 MT20 244/190
n/a 999
5 n/a n/a
Scale = 1:41.5
Weight: 60 lb FT = 20%
Structural wood: sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
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.
L=24ft; eave=4ft; Cat.
1-12 zone;C-C for
3-6-0 tall by 2-0-0 wide
oint(s) 5 except Qt=lb)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
December 27,2018
® WARNING - Vedly deSlgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. f0/=015
BEFORE USE.
'
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual
building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporpte
this design Into the overall
building design. Biacing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional
Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general gjidance
temporary and permanent bracing
regarding the
MiTek'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Cdtedo, DSB-89 and
BCSI Building Component
6904 Parke East Blvd.
Safety Infonnafloriovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 33610
Symbols
Numbering System
General Safety Notes
PLATE LOCATION AND ORIENTATION
3 " Center plate on joint unless x, y
/4 offsets are indicated.
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
Failure to Follow Could Cause Property
Damage or Personal Injury
Dimensions are in ft-in-sixteenths.
Apply plates to both sides Of truss
1 2 3
1. Additional stability bracing for truss system, e.g.
and fully embed teeth,
TOP CHORDS
diagonal or X-bracing, is always required. See BCSI.
CI-2 c2-3
2. Truss bracing must be designed by an engineer. For
0 WEBS 4
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
c m
bracing should be considered.
0 of
b
Ustack
3. Never exceed the design loading shown and never
materials on inadequately braced trusses.
0
4. Provide copies of this truss design to the building
For 4 x 2 orientation, locate
plates 0-1/id'from outside
c7-8 cs7 cs6 F
BOTTOM CHORDS
designer, erection supervisor, property owner and
all other interested parties.
edge of truss.
8 7 6 5
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
joint and embed fully. Knots.and wane at joint
required direction of slots in
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
locations are regulated by ANSI/TPI 1.
connector plates.
p
THE LEFT.
7. Design assumes trusses will be suitably _protected from
'Plate location details available in MTek 20/20
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment in accord with ANSI/TPI 1.
software or upon request.
NUMBERS/LETTERS.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
PLATE SIZE
PRODUCT CODE APPROVALS
9. Unless expressly noted, this design Is not applicable for
ICC-ES Reports:
use with fire retardant, preservative treated, or green lumber.
The first dimension is the plate
10. Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular
ESR-1311, ESR-1352, ESR1988
responsibility of truss fabricator. General practice is to
to slots. Second dimension is
ER-3907, ESR-2362, ESR-1397, ESR-3282
camber for dead load deflection.
the length parallel to slots.
11. Plate type, size, orientation and location dimensions
Indicated are minimum plating requirements.
LATERAL BRACING LOCATION
12. Lumber used shall be of the species and size, and
In all respects, equal to or better than that
Indicated by symbol shown and/or
by text in the bracing section of the
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
specified.
13. Top chords must be sheathed or purlins provided at
output. Use T or I bracing
spacing indicated on design.
if indicated.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
9 y
14. Bottom chords require lateral bracing h 10 is spacing,
or less, if no ceiling is installed, unless otherwise noted.
BEARING
established by others.
Indicates location where bearings
(supports) occur. Icons vary but
© 2012 MiTekO All Rights Reserved
15. Connections not shown. are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
reaction section Indicates joint
number where bearings occur,
17. Install and load vertical) y unless indicated otherwise.
Min size shown is for crushing only.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
Industry Standards:
---ANSI/TPI1-; National -Design -Specification for -Metal-
_ _ _ _
_ 19. Review all portions of this.design.(front, back, words
Plate Connected Wood Truss Construction,
and pictures) before use. Reviewing pictures alone
is not sufficient.
DSB-89: Design Standard for Bracing.
�
BCSI: Building Component Safety Information,
MiTek
20. Design assumes manufacture in accordance with
Guide to Good Practice for Handling,
ANSI/rPI 1 Quality Criteria.
Installing & Bracing of Metal Plate
Connected Wood Trusses.
I MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015