Example project
4
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 4 J19 @ 16" 6 J25 @ 16" 4 J24 @ 16" 9 J23 @ 16" 4 J26 @ 16" 4 J24 @ 16" 30 J23 @ 16" 20 J20 @ 16" 2 X J24 9 J22 @ 16" 10 J7 @ 16" 24 J35 @ 12" 6 J17 @ 16" 4 J12 @ 16" 4 J13 @ 16" 3 X J12 4 J6 @ 16" 6 J8 @ 16" 7 J16 @ 16" 2 X J8 6 J14 @ 16" 17 J15 @ 16" 9 J36 @ 16" 3 X J36 J36 J28 J6 J12 26 J5 @ 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) B1 1 (1 -p ly) 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 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 R2 R2 R2 R2 R2 R2 R2 R2 R2 R2 R1 R1 R1 R2 R1 R1 R1 R1 R1 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 6 x Hg4 (LT2514) Hg3 Hg3 Hg1 Hg1 Hg1 Hg1 Hg1 Hg2 Hg2 Hg1 4 x Hg10 (LT259) Hg7 4 X Hg10 Hg3 9 x Hg10 (LT259) 10 x Hg6 (LT259) 9 x Hg10 (LT259) 11 x Hg5 (LT3514) 6 x Hg5 (LT3514) 16 x Hg5 (LT3514) 3 X Hg4 Hg3 9 x Hg4 (LT2514) Hg3 3 X Hg4 6 x Hg4 (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
-
Upload
mark-simon -
Category
Documents
-
view
139 -
download
0
Transcript of Example project
11'4
"
48
'8"
11'4
"
2'
4'1
0"
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"
STAIROPENING
OPENABOVE
OPENABOVE
COURTYARD UNEXCAVATED
CORESLAB
UNEXCAVATED
CORESLAB
STAIROPENING
STAIROPENING
(Low)
Low Floor Area
Low Floor Area
Low Floor Area
(High)
FIREPLACEABV
Low Floor Area
Regular Floor Area
SQUASH BLOCKS REQ'D
ELEVATOR
4 J
19
@ 1
6"
6 J
25
@ 1
6"
4 J24 @ 16"
9 J23 @ 16"
4 J26 @ 16"
4 J24 @ 16"
30 J23 @ 16"
20
J2
0 @
16
"
2 X
J2
4
9 J
22
@ 1
6"
10
J7 @
16"
24 J35 @ 12"
6 J
17
@ 1
6"
4 J
12
@ 1
6"
4 J
13
@ 1
6"
3 X
J1
2
4 J
6 @
16
"
6 J8 @ 16"7 J16 @ 16"2 X J8
6 J
14
@ 1
6"
17
J1
5 @
16"
9 J36 @ 16" 3 X J36
J36
J28
J6
J12
26
J5
@ 1
2"
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"
B3
5 (
4 -
ply
)
B25 (3 - ply)
B24 (3 - ply)
B2
8 (
2 -
ply
)
B2
8 (
2 -
ply
)
B28 (2 - ply)
B4 (2 - ply)
B1
0 (
2 -
ply
)
B1
0 (
2 -
ply
)
B3
0 (
2 -
ply
)
B19 (2 - ply)
B15 (1 - ply)
B3 (1 - ply)
B2
(1
-p
ly)
B12 (1 - ply)
B11
(1
-p
ly) B1 1
(1
-p
ly)
B14
(2
-p
ly)
B14
(2
-p
ly)
B5
(1 -
ply
)B
21
(3 -
ply
)
B2
1 (
3 -
ply
)
B7 (3 - ply)
B7 (3 - ply)
B3
9 (
3 -
ply
)
B6 (1 ply)
B1 (1 - ply)
B1 (1 - ply)
B2
3 (
2 -
ply
)
B18
(2
-p
ly)
B16
(2
-p
ly)
B8 (
2 -
ply
)
B8 (
2 -
ply
)
B8
(2
-p
ly)
B1
3 (
2 -
ply
)
B1
3 (
2 -
ply
)
B13
(2
-p
ly)
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
R1R1
R1
R1
R1
R1
R1 R
1
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")
BL
K1
(IB
40
0 -
14
")
BLK1 (IB400 - 14")
0 (2 x 6 9.563")0 (2 x 6 - 9.563")
LL1
Hg2
Hg2
Hg
8
Hg
1
6 x
Hg
4 (
LT2
51
4)
Hg3
Hg3
Hg
1
Hg1
Hg1Hg1
Hg
1Hg2
Hg2
Hg1
4 x
Hg
10 (
LT2
59
)
Hg
74 X
Hg1
0
Hg
3
9 x Hg10 (LT259)
10
x H
g6
(LT
25
9)
9 x
Hg
10
(LT
25
9)
11 x
Hg
5 (
LT3
51
4)
6 x
Hg
5 (
LT3
51
4)
16 x Hg5 (LT3514)
3 X Hg4Hg3
9 x Hg4 (LT2514)
Hg33 X Hg4
6 x
Hg
4 (
LT2
514
)
ProjectOWL14-0824
ClientMoffatt & Powell
Layout Name14616 GORE ROAD
Design MethodLSD
CreatedJuly 21, 2014
DesignerMAS
Main Floor
Design Method LSD
Building Code NBCC 2010 / OBC
Floor
LoadsLive 40
Dead 15
Deflection JoistLL Span L/ 480
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection GirderLL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
DeckingDeck 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
ExampleBobs builders
11'4
"
48'8
"
11'4
"
2'
2'1
0"
4'1
0"
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
"
5 3
/8"
COURTYARD
STORAGE AT100 PSF
STAIROPENING
STAIROPENING
RO
OF
TR
US
SA
BO
VE
ROOF TRUSSABOVE
STA
IRO
PE
NIN
G
CONCRETE ARCH
FAMILY ROOMOPEN TO BELOW
FOYEROPEN TO BELOW
STAIROPENING ELEVATOR
RO
OF
TR
US
SA
BO
VE
NEED OUTRIGGERS FORCANTILEVERED RAILING
Prelim Design- LVLsubject to girdertruss loading
Low Floor Area
Low Floor Area
Low Floor Area
Regular Floor Area
Regular Floor Area
5 J
28 @
16
"
J37
4 J
28
@ 1
6"
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"
10 J
36 @
16"
6 J
34 @
16"
24 J35 @ 12"
6 J
17 @
16"
4 J
17 @
16"
4 J
13 @
16"
3 X
J1
7
4 J
6 @
16"
7 J16 @ 16"
2 X J8
5 J
14 @
16"
15 J3 @ 16"
J36
J28
J6
J17
4 J
5 @
16
"1
5 J
13 @
16"
2 X J13
7 J11 @ 16"
6 J13 @ 16"
J21
7 J9 @ 16"
J3
5
12 J41 @ 12"
4 J4 @ 12"14 J4 @ 12"J4
J1
2 X J362 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
-pl
y)
B32 (
2 -
ply
)B
32 (
2 -
ply
)
B32
(2 -
ply)
B32 (2 - ply)
B32 (
2 -
ply
)B
32 (
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
)
B2
0 (
2 -
ply
)
B20 (2 - ply)
B23 (
2 -
ply
)
B23 (2 - ply)
B18
(2 -
ply
)
B18 (
2 -
ply
)
B1
6 (
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
)
B13 (2 - ply)
B13 (2 - ply)
B27
(2 -
ply)
B27 (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
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1R1
R1
R1R1R
1
R1
R1R1
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")
BLK
1 (
IB400 -
14")
BLK1 (IB400 - 14")
PL2PL1
LL
6
LL7
LL8
LL9
LL1
0
LL11
LL13
LL14
LL
12
LL15
LL18
LL34
LL36
LL37
Hg1
6H
g9
Hg16
Hg11
Hg16
Hg16
Hg21
10
x H
g4 (
LT
2514
)H
g16
Hg16
Hg1
3
15 x Hg4 (LT2514)
14 x Hg4 (LT2514)
4 X Hg5Hg1614 x Hg5 (LT3514)Hg17
4 X Hg5Hg16
Hg16 5
x H
g5
(LT
3514)
Hg16
Hg1615 x Hg4 (LT2514)
6 x
Hg4 (
LT
25
14)
Hg14
Hg2
0
Hg11
7 x Hg4 (LT2514)
5 x
Hg4 (
LT
2514
)
7 x Hg4 (LT2514)
Hg9
15 x
Hg4
(LT
2514)
Hg157 x Hg12 (LSSUH310-R)
ProjectOWL14-0824
ClientMoffatt & Powell
Layout Name14616 GORE ROAD
Design MethodLSD
CreatedJuly 21, 2014
DesignerMAS
Second Floor
Design Method
LSD
Building Code NBCC 2010 / OBC
Floor
LoadsLive 40
Dead 15
Deflection JoistLL Span L/ 400
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection GirderLL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
DeckingDeck OSB
Fastener Nailed & Glued
Thickness 3/4"
VibrationCeiling: 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
ExampleBobs builders
ProjectOWL14-0824
ClientMoffatt & Powell
Layout Name14616 GORE ROAD
Design MethodLSD
CreatedJuly 21, 2014
DesignerMAS
Main FloorI 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
LVLQty 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 BoardQty 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
BlockingQty Label Description Width Depth Length
1 BLK1 IB400 2.5 14 82-0-0
HangerQty 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 OthersQty 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
LoadsLive 40
Dead 15
Deflection JoistLL Span L/ 480
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection GirderLL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
DeckingDeck 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
ProjectOWL14-0824
ClientMoffatt & Powell
Layout Name14616 GORE ROAD
Design MethodLSD
CreatedJuly 21, 2014
DesignerMAS
Second FloorI 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
LVLQty 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 BoardQty Label Description Thickness Depth Length
68 R1 Common Rim Board 1.125 X 14 1.125 14 12
BlockingQty Label Description Width Depth Length
1 BLK1 IB400 2.5 14 121-0-0
HangerQty 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 OthersQty 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
LoadsLive 40
Dead 15
Deflection JoistLL Span L/ 400
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
Deflection GirderLL Span L/ 360
TL Span L/ 240
LL Cant L/ 180
TL Cant L/ 180
DeckingDeck OSB
Fastener Nailed & Glued
Thickness 3/4"
VibrationCeiling: 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
BobsExample
