Our roof trusses and floor trusses are custom designed and
manufactured right here in Maryland.
ROOF TRUSSES
The process starts with our professional wood truss design team.
Our team goes beyond thinking about just the roof framing and
provides whole-house value engineering, from below the floor to the
roof and everything in between.
Our design team includes all the structural components including
steel, i-joist, LVL, and rim board They also know the local
building and energy codes, so every design is right the first
time.
Each purchased truss package comes with the following:
• Detailed CAD setting plans that are color-coded and clearly
labeled.
• Each truss is marked with corresponding codes so your job goes
according to plan.
• BuilderUp provides 3D digital models of each project with the
free MITEK SAPPHIRE Viewer app you can load on iPhone, iPad, PC, or
Windows Phone.
• BuilderUp has our own trucking division with experienced
drivers. Crane services are also available so orders can be placed
with the same supplier.
If you still have questions, each truss design is done by one of
our local designers and we can have a quick call or sit down with
you and review any concerns. Field measuring services are also
available.
SEE IT BEFORE YOU BUILD IT If a picture is worth 1,000 words,
then a 3D model of your project is priceless.
SAPPHIRE Viewer is a free tool that brings home builders and
building material suppliers together for a virtual jobsite review.
The virtual reality viewer allows you to stand inside the structure
before it is even built. After the structure is built, you can use
the viewer’s GPS functionality to locate your position inside the
structure and review the plans versus actual construction.
410-618-3100 • [email protected] • BuilderUp.com
(3)16"LVL
Products
PlotID
LengthP
roductP
liesN
et Qty
BM
16' 0"
2.0 RigidLam
LVL 1-3/4 x 9-1/2
24
Connector S
umm
aryP
lotIDQ
tyM
anufP
roductH
111
MS
R410
TrussC
onnectorTotalListM
anufProduct
Qty
H4
AGU
S210-2T
1H
5AH
U26-2
2H
6H
HD
TPQ
210-32
H7
LDS26
50H
8LS
S2104
H9
MD
S26
18H
10M
DS
28-21
4-01-14 Wall Height
5-07-06WallH
eight5-07-06
WallH
eight
RoofD
ata8.37
LnFtH
ipLines
HorizontalO
verhangR
akedO
verhang6240.71
SqFt
203.51LnFt
288.01LnFt
RoofArea
Valley
Lines
471.81LnFt
RoofD
ataH
ipLines
8.37LnFt
Valley
Lines203.51
LnFtH
orizontalOverhang
288.01LnFt
Raked
Overhang
471.81LnFt
RoofArea
6240.71S
qFt
Hatch Legend
8' 1 1/8" WA
LL 1ST FLO
OR
4' 1 7/8" WA
LL 2ND
FLOO
R
5' 7 3/8" WA
LL 2ND
FLOO
R
POST
34' 8" 14' 0"
21' 4"23' 0"
14' 3"11' 2"
14' 7"
84' 4"
2' 0" 2' 4"
53' 0"
8' 5"10' 1"
8' 10"11' 0"
18' 5"
2' 8"
7' 3"
32' 0"
25' 6"
21' 10 11/16"
33' 11 7/8"
23' 0"
10' 0 1/2"
16' 6"
PO
ST
BM
1
BM1
BM
2
T1C
T1F
T1F
T1D
T1D
T1D
T1G
T1G
T1G
T1F
T1F
T1F
T1F
D01
D01
T04G
T5G
T5 T5GR
T5A
T5A
T5A
T5B
T1A
T1B
T1B
T1B
T1B
T1B
T1B
T1B
T1B
T7G
T7T7T7T7T7T7T7
T9G
T9T9
T08BGR
T1K
T1J
T1I
T1I
T1I
T9A
T9A
T9A
T9AG
R
T3H
T3G
T3F
T3E
T3D
T3C
T3B
T3A
M01
M01A
M01A
M01A
M01A
M01A
T06G
T06
T06
T06
T06
T6G
T6 T6A
T6A
T6A
M02GR
M02
M02
M02
M02
M02
M02
M02
M03A
M03A
CJ01
M02
J01
T1F
T1F
T1F
T1F
T1F
T1H
T5B
T1FM03
T1DGR
T1DGR
D01B
M04G
M04
M04
M04
M04
M04
M04
M04A
FLT01GR
M1G
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1
M1G
M2
M2
M2
M2
M2
M2M2GR
M2
M2
M2
M2
M2
M2
M2GRT10G
T10
T10
T10
T10AT10A
T10A
T1D
T1DM01A
M01A
T5T1F
D01
D01
V1A
V1B
V1C
V9A
V9B
V2A
V2B
V2C
V3A
V3B
V6A V5A
V6B
V6C
V6D
C5G
C5
C5A
C1
C1
C1
C1
C1
C1
C1
C1
C1
C2G
C2
C2
C2
C2
C2
C3A
C3
C3
C3
C3
C3
C3
C3
C5
C5
C7G
C7
C7
C7
C7
C7
C7
C7
C5
C5
C5
C5
H10
H9
H9
H5
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H9
H9
H7
H5
H5
H9
H9
H4
H9
H9
H9
H9
H9
H7
H7
H7
H7
H7
H7
H7
H11
H8
H8
H8
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H7
H9
H9
H8
H8
H8
H9
H9
H9
H9
H7
H7
H7
H7
H7H7
H8
H8
H8
H8
H8
H9
H7
H7
H6
H6
H7
H7
H7
H7
H7
H7
H7
H7
20' 6"
1' 5 3/4"
2' 0"2' 0"
2' 0"2' 0"
2' 0"2' 0"
2' 0"2' 0"
2' 0"2' 0"
2' 0"2' 0"
2' 0"2' 0"
2' 0"2' 0"
2' 0"2' 0"
10"1' 2"2' 0"
2' 0"2' 0"
2' 0"2' 0"
This layout is only for the placement of trusses. Permanent and
temporary bracing is installed perBCSI1-03 guidelines. Compression
bracing is shown on the engineering drawings of the trusses
andinstallation of bracing is the responsibility of the
builder/contractor. See engineering drawings forgirder nailing
and/or bolting patterns.
Please contact Dunkirk Supply, Inc. prior to any alteration of
trusses provided. Dunkirk Supply,Inc. will not be responsible for
any truss cut or altered without prior authorization.
Customer:
Luckett ConstructionJob Name:
Luckett - Shifflett Roof
Drawn By:
RJBDate:
3/15/2017Job Number:
D162678Scale:
1/4" = 1'-0"
Lot Number: Subdivision:
Thissym
boldenotesleft
endoftruss.
Referto
engineerdraw
ingfor
reference.
Trussesare
spaced2'o.c.
unlessnoted
otherwise
ondraw
ing.
SAMPLE ROOF LAYOUT
410-618-3100 • [email protected] • BuilderUp.com
