E14838506.20-0014818 Soundside Rd
Edenton, NC 27932
Trenco
Re:
The truss drawing(s) referenced below have been prepared by Truss Engineering Co. under my direct supervision
based on the parameters provided by Bellevue Builders Supply.
September 9,2020
Lassiter, Frank
Pages or sheets covered by this seal: E14838506 thru E14838506
My license renewal date for the state of New York is November 30, 2021.
20-0014
Hilltop/ 160 Aviation Rd
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) 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 or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
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, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
818 Soundside Road
Edenton, NC 27932
Job
20-0014
Truss
T3
Truss Type
MONOPITCH
Qty
12
Ply
1
Hilltop/ 160 Aviation Rd
Job Reference (optional)
E14838506
8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 16:13:03 2020 Page 1BellevueBuildersSupply, Schenectady, NY - 12306,
ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-HOlLObtnJmfFDa5gulgPcP7TFCwtnNS8ZooszWyfeQU
Scale = 1:59.3
1
2
3
4
5
6
10 9 8 7
15
16 17 18
5x6
5x6 MT20HS
6x10
5x6
4x6
3x4
2x4 3x4
3x5
4x6
9-3-0
9-3-0
18-2-9
8-11-8
27-5-9
9-3-0
9-3-0
9-3-0
18-2-9
8-11-8
27-5-9
9-3-0
1-2-010-
3-1410-3-144.00 12 Plate Offsets (X,Y)-- [1:0-8-3,Edge], [5:0-2-4,0-1-8], [6:Edge,0-3-8], [7:
0-4-
4,
0-2-4]LOADING (
psf)
TCLL
Ground
Snow=50.
0)TCDL
BCLL BCDL
38.5
10.
0 0.0 *
10.0
SPACING-Plate Grip
DOL
Lumber DOL Rep
Stress Incr
Code 2-
0-
0 1.
15
1.
15
YES
IBC2015/TPI2014
CSI.TC
BC WB
Matrix-MR
0.
96 0.
93 0.
99 DEFL.
Vert(
LL)Vert(
CT)Horz(
CT)in
0.
23 0.
39 0.
11
loc)10-
13
8-
10 7
l/defl
999
836
n/a
L/
d
360
240 n/a PLATES MT20
MT20HS
Weight: 138
lb FT =
20%
GRIP 197/144 148/108 LUMBER-
TOP CHORD 2x6 SPF No.2 BOT
CHORD 2x4 SPF No.2 *Except* 1-
9: 2x4 SPF 1650F 1.
5E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP
No.
1 -x 3-0-0 BRACING-TOP CHORD Structural wood
sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied
or 2-2-0 oc bracing.WEBS 1 Row
at midpt 6-7, 3-8 2 Rows
at 1/3 pts 5-7 REACTIONS. (size)1=0-
5-8, 7=0-3-7
Max Horz 1=383(LC 6)Max Uplift 1=-172(
LC 6), 7=-321(LC 6)Max Grav 1=1716(
LC 21), 7=1996(LC 14)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (
lb) or less except when shown.TOP CHORD 1-3=-3079/295, 3-5=-2032/148, 5-6=-
283/140, 6-7=-560/130 BOT CHORD 1-10=-579/2803, 8-10=-
579/2803, 7-8=-318/1828 WEBS 3-10=0/330, 3-8=-1294/285, 5-8=
0/
694, 5-7=-2239/397 NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft;
Cat. II; Exp C; Pr. Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.
33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category II; Exp
C; Partially Exp.; Ct=1.10 3) Unbalanced snow loads
have been considered for this design. 4) All plates
are MT20 plates 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0
tall by 1-0-0 wide will fit between the bottom chord and any
other members, with BCDL = 10.0psf.7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to
grain formula. Building designer
should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift
at joint(s) except (
jt=lb)1=172, 7=321.9) Load case(s) 21, 22 has/have been modified. Building designer must review loads to verify that they
are correct for
the intended use of this truss.10) MULTIPLE LOADCASES – This design is the
composite result of multiple load cases.11) User moving load cases exist:
Review the load cases for details.12) 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 Except: 21) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=
1.15, Plate
Increase=1.15 Uniform Loads (plf)Vert: 1-6=-
97(F), 7-11=-
20(F)Continued
on page 2 1-10-12 APPLY 2 X 6 X 6' SPF/DF/SP NO.2
SCAB TO ONE FACE OF TRUSS AS SHOWN. ATTACH WITH (0.
131" X 3") NAILS: 2 ROWS: SPACED @ 3" O.
C. USE 2"
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, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601SafetyInformation
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
818 Soundside Road
Edenton, NC 27932
Job
20-0014
Truss
T3
Truss Type
MONOPITCH
Qty
12
Ply
1
Hilltop/ 160 Aviation Rd
Job Reference (optional)
E14838506
8.330 s Jul 22 2020 MiTek Industries, Inc. Tue Sep 8 16:13:03 2020 Page 2BellevueBuildersSupply, Schenectady, NY - 12306,
ID:1l8OnB2x3JBqckqB8ztb1KzwlSO-HOlLObtnJmfFDa5gulgPcP7TFCwtnNS8ZooszWyfeQU
LOAD CASE(S)
Concentrated Loads (lb)
Vert: 16=-133
22) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-6=-97(F), 7-11=-20(F)
Concentrated Loads (lb)
Vert: 17=-133
PRODUCT
CODE
APPROVALSLATERAL
BRACINGLOCATIONIndicates
location
wherebearings(
supports) occur.
Icons vary
butreaction section
indicates jointnumber