The document contains a list of measurements in feet and inches that appear to describe the dimensions of structural components of a building. Various numbers, abbreviations and labels are provided including dimensions for joists, girders, blocks, and other structural elements. At the bottom is project information indicating this is a preliminary design by Bob's Builders for a layout of the main floor of a residential building located at 14616 Gore Road.

1. 11'4"
48'8"
11'4"
2'
4'10"
6'6"
24'8"
5'
2'
14'10"
17'8"
26'
25'8"
10'4" 40'
8'4" 10'4"
3'
18'4"
3'
10'4" 8'4"
15'6"
14'11"
7'8"
3' 18'8" 3' 7'8"
20' 5'4"
11'
12'7 1/2"
5'4"
20'
6'4"
6'4"
2'
7'
8'6"
19'4"
20'8"
19'2"
4'11"
STAIR
OPENING
OPEN
ABOVE
OPEN
ABOVE
COURTYARD UNEXCAVATED
CORESLAB
UNEXCAVATED
CORESLAB
STAIR
OPENING
STAIR
OPENING
(Low)
Low Floor Area
Low Floor Area
Low Floor Area
(High)
FIREPLACE
ABV
Low Floor Area
Regular Floor Area
SQUASH
BLOCKS REQ'D
ELEVATOR
4J19@16"
6J25@16"
4 J24 @ 16"
9 J23 @ 16"
4 J26 @ 16"
4 J24 @ 16"
30 J23 @ 16"
20J20@16"
2XJ24
9J22@16"
10J7@16"
24 J35 @ 12"
6J17@16"4J12@16"
4J13@16"
3XJ12
4J6@16"
6 J8 @ 16"7 J16 @ 16"2 X J8
6J14@16"17J15@16"
9 J36 @ 16" 3 X J36
J36
J28
J6
J12
26J5@12"
2 X J13
7 J11 @ 16"
6 J13 @ 16"
3 X J36
7 J9 @ 16"
6 J2 @ 12"22 J35 @ 12"
12 J41 @ 12"18 J41 @ 12"
J41
2 X J25
11 J1 @ 16"
7 J1 @ 16"
B35(4-ply)
B25 (3 - ply)
B24 (3 - ply)
B28(2-ply)
B28(2-ply)
B28 (2 - ply)
B4 (2 - ply)
B10(2-ply)
B10(2-ply)
B30(2-ply)
B19 (2 - ply)
B15 (1 - ply)
B3 (1 - ply)
B2(1-ply)
B12 (1 - ply)
B11(1-ply)
B11(1-ply)
B14(2-ply)
B14(2-ply)
B5(1-ply)
B21(3-ply)
B21(3-ply)
B7 (3 - ply)
B7 (3 - ply)
B39(3-ply)
B6 (1 ply)
B1 (1 - ply)
B1 (1 - ply)
B23(2-ply)
B18(2-ply)
B16(2-ply)
B8(2-ply)
B8(2-ply)
B8(2-ply)
B13(2-ply)
B13(2-ply)
B13(2-ply)
R1
R1
R1
R1
R1
R1
R1
R1
R1
R2
R2
R2
R2
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R1
R1
R1
R2
R1
R1
R1
R1R1
R2
R1
BLK1 (IB400 - 14")
BLK1(IB400-14")
BLK1 (IB400 - 14")
0 (2 x 6 9.563")0 (2 x 6 - 9.563")
LL1
Hg2
Hg2
Hg8
Hg1
6xHg4(LT2514)
Hg3
Hg3
Hg1
Hg1
Hg1Hg1
Hg1
Hg2
Hg2
Hg1
4xHg10(LT259)
Hg74XHg10
Hg3
9 x Hg10 (LT259)
10xHg6(LT259)
9xHg10(LT259)
11xHg5(LT3514)
6xHg5(LT3514)
16 x Hg5 (LT3514)
3 X Hg4Hg3
9 x Hg4 (LT2514)
Hg33 X Hg4
6xHg4(LT2514)
Project
OWL14-0824
Client
Moffatt & Powell
Layout Name
14616 GORE ROAD
Design Method
LSD
Created
July 21, 2014
Designer
MAS
Main Floor
Design Method LSD
Building Code NBCC 2010 / OBC
Floor
Loads
Live 40
Dead 15
Deflection Joist
LL Span L/ 480
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Decking
Deck OSB
Fastener Nailed & Glued
Thickness 3/4"
Vibration
MAIN FLOOR LAYOUT PRELIMINARY - SUBJECT TO REVIEW BY BUILDING DESIGNER
Powered by iStruct 14.4.062 This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
Example
Bobs builders

2. 11'4"
48'8"
11'4"
2'
2'10"
4'10"
6'6"
24'8"
5'
2'
14'10"
17'8"
26'
25'8"
10'4" 40'
8'4" 10'4"
3'
18'4"
3'
10'4" 8'4"
15'6"
14'11"
7'8"
3' 18'8" 3' 7'8"
20' 5'4"
11'
12'7 1/2"
5'4"
20'
6'4"
6'4"
1'8"
2'
7'
8'6"
19'4"
20'8"
4'11" 7'8"3'18'8"3'
7'8"
1'7 3/4"
48'4"
53/8"
COURTYARD
STORAGE AT
100 PSF
STAIR
OPENING
STAIR
OPENING
ROOFTRUSS
ABOVE
ROOF TRUSS
ABOVE
STAIR
OPENING
CONCRETE ARCH
FAMILY ROOM
OPEN TO BELOW
FOYER
OPEN TO BELOW
STAIR
OPENING ELEVATOR
ROOFTRUSS
ABOVE
NEED OUTRIGGERS FOR
CANTILEVERED RAILING
Prelim Design- LVL
subject to girder
truss loading
Low Floor Area
Low Floor Area
Low Floor Area
Regular Floor Area
Regular Floor Area
5J28@16"
J37
4J28@16"
J25
15 J29 @ 12"
14 J37 @ 12"
4 J39 @ 12"
7 J30 @ 16"
J21
15 J31 @ 16"
J27
7 J30 @ 16"
10 J32 @ 16"
J25
J28
7 J29 @ 16"
7 J29 @ 16"
5 J28 @ 16"
40 J10 @ 12"
4 J28 @ 16"
10J36@16"
6J34@16"
24 J35 @ 12"
6J17@16"4J17@16"
4J13@16"
3XJ17
4J6@16"
7 J16 @ 16"
2 X J8
5J14@16"
15 J3 @ 16"
J36
J28
J6
J17
4J5@16"15J13@16"
2 X J13
7 J11 @ 16"
6 J13 @ 16"
J21
7 J9 @ 16"
J35
12 J41 @ 12"
4 J4 @ 12"14 J4 @ 12"
J4
J1
2 X J36
2 X J30
2 X J31
6 J8 @ 16"
B34(4-ply)
B25(3-ply)
B40 (3 - ply)
B22 (1 - ply)
B22 (1 - ply)
B22 (1 - ply)
B26(1-ply)
B36
(2
-ply
)
B36 (2 - ply)
B36 (2 - ply)
B32 (2 - ply)
B32 (2
- ply)
B32(2
-ply)
B32(2-ply)B32(2-ply)
B32
(2
-ply)
B32 (2
- ply)
B32(2-ply)B32(2-ply)
B32 (2 - ply)
B32 (2
- ply)
B32(2-ply)
B31 (2 - ply)
B6 (1 - ply)
B37 (1 - ply)
B9(2-ply)
B9(2-ply)
B29 (2 - ply)
B33 (2 - ply)
B20(2-ply)
B20(2-ply)
B20 (2 - ply)
B23(2-ply)
B23 (2 - ply)
B18(2-ply)
B18(2-ply)
B16(2-ply)
B16(2-ply)
B16
(2 - ply)
B8(2-ply)
B8 (2 - ply)
B8 (2 - ply)
B8(2-ply)
B8(2-ply)
B8 (2 - ply)
B8(2-ply)
B13(2-ply)
B
13
(2
-ply
)
B13 (2 - ply)
B27
(2
-ply
)
B
27
(2
-ply
)
B27 (2 - ply)
B17 (1 - ply)
H2 (3 - ply)
H1 (2 - ply)
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R
1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
BLK1 (IB400 - 14")
BLK1 (IB400 - 14")
BLK1 (IB400 - 14")
BLK1(IB400-14")
BLK1 (IB400 - 14")
PL2PL1
LL6
LL7
LL8
LL9
LL10
LL11
LL13
LL14
LL12
LL15
LL18
LL34
LL36
LL37
Hg16Hg9
Hg16
Hg11Hg16
Hg16
Hg21
10xHg4(LT2514)Hg16
Hg16Hg13
15 x Hg4 (LT2514)
14 x Hg4 (LT2514)
4 X Hg5Hg1614 x Hg5 (LT3514)Hg17
4 X Hg5Hg16
Hg16
5xHg5(LT3514)Hg16
Hg16
15 x Hg4 (LT2514)
6xHg4(LT2514)
Hg14
Hg20
Hg11
7 x Hg4 (LT2514)
5xHg4(LT2514)
7 x Hg4 (LT2514)
Hg9
15xHg4(LT2514)
Hg15
7 x Hg12 (LSSUH310-R)
Project
OWL14-0824
Client
Moffatt & Powell
Layout Name
14616 GORE ROAD
Design Method
LSD
Created
July 21, 2014
Designer
MAS
Second Floor
Design
Method
LSD
Building Code NBCC 2010 /
OBC
Floor
Loads
Live 40
Dead 15
Deflection Joist
LL Span L/ 400
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Decking
Deck OSB
Fastener Nailed & Glued
Thickness 3/4"
Vibration
Ceiling: Gypsum 1/2"
SECOND FLOOR LAYOUT PRELIMINARY - SUBJECT TO REVIEW BY BUILDING DESIGNER
Powered by iStruct 14.4.062 This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
Example
Bobs builders

3. Project
OWL14-0824
Client
Moffatt & Powell
Layout Name
14616 GORE ROAD
Design Method
LSD
Created
July 21, 2014
Designer
MAS
Main Floor
I Joist
Qty Label Description Width Depth Length
4 J26 IB400 2.5 9.5 14-0-0
10 J24 IB400 2.5 9.5 12-0-0
10 J7 IB400 2.5 9.5 11-0-0
20 J20 IB400 2.5 9.5 10-0-0
39 J23 IB400 2.5 9.5 9-0-0
9 J22 IB400 2.5 9.5 8-0-0
4 J19 IB400 2.5 9.5 4-0-0
7 J16 IB400 2.5 14 36-0-0
8 J8 IB400 2.5 14 34-0-0
7 J9 IB400 2.5 14 27-0-0
7 J11 IB400 2.5 14 20-0-0
26 J5 IB400 2.5 14 19-0-0
12 J13 IB400 2.5 14 18-0-0
6 J17 IB400 2.5 14 17-0-0
8 J12 IB400 2.5 14 16-0-0
5 J6 IB400 2.5 14 14-0-0
1 J28 IB400 2.5 14 12-0-0
16 J36 IB400 2.5 14 8-0-0
18 J1 IB400 2.5 14 7-0-0
8 J25 IB400 2.5 14 5-0-0
31 J41 IB800 3.5 14 24-0-0
6 J2 IB800 3.5 14 22-0-0
46 J35 IB800 3.5 14 21-0-0
17 J15 IB800 3.5 14 20-0-0
6 J14 IB800 3.5 14 19-0-0
LVL
Qty Label Description Width Depth Length
6 B21 West Fraser 2.0 1.75 9.5 14-0-0
6 B28 West Fraser 2.0 1.75 9.5 14-0-0
6 B7 West Fraser 2.0 1.75 9.5 12-0-0
2 B4 West Fraser 2.0 1.75 9.5 12-0-0
4 B10 West Fraser 2.0 1.75 9.5 8-0-0
3 B39 West Fraser 2.0 1.75 9.5 8-0-0
1 B15 West Fraser 2.0 1.75 9.5 8-0-0
2 B30 West Fraser 2.0 1.75 9.5 6-0-0
2 B19 West Fraser 2.0 1.75 9.5 4-0-0
4 B35 West Fraser 2.0 1.75 14 24-0-0
3 B25 West Fraser 2.0 1.75 14 22-0-0
3 B24 West Fraser 2.0 1.75 14 18-0-0
2 B23 West Fraser 2.0 1.75 14 16-0-0
2 B18 West Fraser 2.0 1.75 14 14-0-0
2 B16 West Fraser 2.0 1.75 14 12-0-0
6 B8 West Fraser 2.0 1.75 14 10-0-0
6 B13 West Fraser 2.0 1.75 14 8-0-0
Rim Board
Qty Label Description Thickness Depth Length
22 R2 Common Rim Board 1.125 X 9.5 1.125 9.5 12
47 R1 Common Rim Board 1.125 X 14 1.125 14 12
Blocking
Qty Label Description Width Depth Length
1 BLK1 IB400 2.5 14 82-0-0
Hanger
Qty Label Description Girder Supported Mbr.
1 Hg7 HGUS410 46 16d 16 16d
4 Hg2 HGUS5.50/10 46 16d 16 16d
5 Hg3 HHUS410 30 16d 10 16d
1 Hg8 HUS410 8 16d 8 16d
27 Hg4 LT2514 4 10dx1 1/2 2 10dx1 1/2
10 Hg6 LT259 4 10dx1 1/2 2 10dx1 1/2
26 Hg10 LT259 4 10d 2 10dx1 1/2
33 Hg5 LT3514 4 10d 2 10dx1 1/2
6 Hg1 Unknown Hanger
1 Hg1 Unknown Hanger
Beam By Others
Qty Label Description Width Depth Length
2 B14 [] 4 12 26-0-0
2 B14 [] 26-0-0
2 B11 [] 32-0-0
2 B1 [] 10-0-0
1 B6 [] 6 12.5 18-0-0
1 B2 [] 28-0-0
1 B12 [] 22-0-0
1 B3 [] 84-0-0
1 B5 [Dummy] 14-0-0
Main Floor
Design Method LSD
Building Code NBCC 2010 / OBC
Floor
Loads
Live 40
Dead 15
Deflection Joist
LL Span L/ 480
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Decking
Deck OSB
Fastener Nailed & Glued
Thickness 3/4"
Vibration
MAIN FLOOR LAYOUT
PRELIMINARY - SUBJECT TO REVIEW BY BUILDING DESIGNER
Powered by iStruct 14.4.062 This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
Bobs
Example

4. Project
OWL14-0824
Client
Moffatt & Powell
Layout Name
14616 GORE ROAD
Design Method
LSD
Created
July 21, 2014
Designer
MAS
Second Floor
I Joist
Qty Label Description Width Depth Length
40 J10 IB400 2.5 14 48-0-0
7 J16 IB400 2.5 14 36-0-0
8 J8 IB400 2.5 14 34-0-0
7 J9 IB400 2.5 14 27-0-0
7 J11 IB400 2.5 14 20-0-0
4 J5 IB400 2.5 14 19-0-0
27 J13 IB400 2.5 14 18-0-0
14 J17 IB400 2.5 14 17-0-0
6 J34 IB400 2.5 14 15-0-0
5 J6 IB400 2.5 14 14-0-0
10 J32 IB400 2.5 14 13-0-0
20 J28 IB400 2.5 14 12-0-0
2 J21 IB400 2.5 14 11-0-0
17 J31 IB400 2.5 14 10-0-0
16 J30 IB400 2.5 14 9-0-0
13 J36 IB400 2.5 14 8-0-0
1 J1 IB400 2.5 14 7-0-0
15 J3 IB400 2.5 14 6-0-0
2 J25 IB400 2.5 14 5-0-0
29 J29 IB400 2.5 14 4-0-0
15 J37 IB400 2.5 14 3-0-0
12 J41 IB800 3.5 14 24-0-0
25 J35 IB800 3.5 14 21-0-0
5 J14 IB800 3.5 14 19-0-0
4 J39 IB800 3.5 14 14-0-0
19 J4 IB800 3.5 14 10-0-0
LVL
Qty Label Description Width Depth Length
6 B36 West Fraser 2.0 1.75 11.875 10-0-0
24 B32 West Fraser 2.0 1.75 11.875 8-0-0
2 B31 West Fraser 2.0 1.75 11.875 6-0-0
4 B9 West Fraser 2.0 1.75 14 28-0-0
4 B34 West Fraser 2.0 1.75 14 28-0-0
3 B25 West Fraser 2.0 1.75 14 22-0-0
2 B29 West Fraser 2.0 1.75 14 22-0-0
3 B40 West Fraser 2.0 1.75 14 20-0-0
2 B33 West Fraser 2.0 1.75 14 20-0-0
6 B20 West Fraser 2.0 1.75 14 18-0-0
4 B23 West Fraser 2.0 1.75 14 16-0-0
4 B18 West Fraser 2.0 1.75 14 14-0-0
6 B16 West Fraser 2.0 1.75 14 12-0-0
14 B8 West Fraser 2.0 1.75 14 10-0-0
6 B13 West Fraser 2.0 1.75 14 8-0-0
2 H1 West Fraser 2.0 1.75 14 8-0-0
6 B27 West Fraser 2.0 1.75 14 6-0-0
1 B17 West Fraser 2.0 1.75 14 6-0-0
3 H2 West Fraser 2.0 1.75 16 24-0-0
Rim Board
Qty Label Description Thickness Depth Length
68 R1 Common Rim Board 1.125 X 14 1.125 14 12
Blocking
Qty Label Description Width Depth Length
1 BLK1 IB400 2.5 14 121-0-0
Hanger
Qty Label Description Girder Supported Mbr.
11 Hg16 HGUS412 56 16d 20 16d
1 Hg20 HSUL414 26 16d 8 16d
2 Hg9 HSUR414 26 16d 8 16d
1 Hg13 HUS1.81/10 30 16d 10 16d
1 Hg14 LSSU410-L 14 16d 12 10dx1 1/2
5 Hg12 LSSUH310-R 14 16d 12 10dx1 1/2
94 Hg4 LT2514 4 10dx1 1/2 2 10dx1 1/2
1 Hg17 LT3514 4 10dx1 1/2 2 10dx1 1/2
27 Hg5 LT3514 4 10d 2 10dx1 1/2
1 Hg21 SUL410 14 16d 6 16d
2 Hg11 SUL414 18 16d 8 16d
1 Hg15 SUR/L414-R 18 16d 8 16d
2 Hg12 Unknown Hanger
Beam By Others
Qty Label Description Width Depth Length
1 B6 [] 18-0-0
1 B37 [] 12-0-0
1 J27 [] 12-0-0
1 B26 [] 6 14 28-0-0
3 B22 [] 42-0-0
Second Floor
Design Method LSD
Building Code NBCC 2010 / OBC
Floor
Loads
Live 40
Dead 15
Deflection Joist
LL Span L/ 400
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection Girder
LL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Decking
Deck OSB
Fastener Nailed & Glued
Thickness 3/4"
Vibration
Ceiling: Gypsum 1/2"
SECOND FLOOR LAYOUT
PRELIMINARY - SUBJECT TO REVIEW BY BUILDING DESIGNER
Powered by iStruct 14.4.062 This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
Bobs
Example