HomeMy WebLinkAbout39 Morgan Road Structural PlansWARNING
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A complete Javelin® framing plan requires the Framer's Pocket Guide
See the Framer's Pocket Guide for Product Trademark Information
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Framing Connector Summary
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A complete Javelin® framing plan requires the Framer's Pocket Guide
See the Framer's Pocket Guide for Product Trademark Information
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Second Floor Framing Plan
Scale: 1/4" = 1'-0"
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Plies
Framing Connector Summary
BOO
Berm By Duaa
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PIotID
Qty
Manuf
Product
Design Method
Face Nai15
Top Nails Member Nails Skew Slope
Backer Blks
Filler
Web Stiff
HI
3
Simpson
HU410
Designed
14-10d common
- 6-10d common -
No
No
No
H2
2
Simpson
IUS2.37/11.88
Designed
10- 10d x 1-1/2
2- 10d x 1-1/2 - -
No
NO
Yes
H3
24
Simpson
IUS2.37/11.88
Designed
10- 10d x 1-1/2
- -
No
No
No
2
M4-3
12'
0"
13/4" x 117/811 2.0E Microllam® LVL
Accessories
3
c� t
M3-2
12'
0"
13/4" x 117/811 2.0E Microllam® LVL
2
2
PIotID Length
Product
16'
Plies
Net Qty
1
11
S
L d L L C
G V W N
9 1/8"
7/8" x 2 5/16" Web Stiffeners
as ' i
1
4
a t
bni o a E �
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m
23/32"x48"x96" Weyerhaeuser Edge Gold Panel
(0/24) T&G SF
1
46
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Products
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Second Floor Framing Plan
Scale: 1/4" = 1'-0"
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Layat Stwl LeMsor
117/8" TJI® 230
D.tei Calori
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(Sea Rwrarl Paul Ovide)
K32'
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ad
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Floor Area Loading is:
IswI, bytodes4—of—ad.)
29'0"
l
117/8" TJI® 230
P* 0,0,,W at hwdaderd beaeg
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STRUCTURAL PLANS SUBMITTED NOT
DIMENSIONED - VERIFY BEAM / BEARING
LOCATIONS
PIotID
Length
Product
Plies
Net Q
K45' 45' 0" 117/8" TJI® 230 1
8
TJ -Pro Rating (Weighted Average):
K33'
33'
0"
117/8" TJI® 230
1
6
IBC 2012
K32'
32'
0"
11 7/8" TJI® 230
1
2
Floor Area Loading is:
K29'
29'0"
L/480 Live Load 4 0240 Total Load
117/8" TJI® 230
1
9
47
K13'
13'
0"
117/8" TJI® 230
1
17
Perpendicular Partition:
MI -2
16'
0"
13/4" x 117/8" 2.0E Microllam® LVL
2
2
No
M2-2
15'
0"
13/4" x 117/8" 2.0E Microllam® LVL
2
2
M4-3
12'
0"
13/4" x 117/811 2.0E Microllam® LVL
3
3
c� t
M3-2
12'
0"
13/4" x 117/811 2.0E Microllam® LVL
2
2
u':A
TSCai
16'
0"
11/4" x 117/8" 1.3E TimberStrand® LSL
1
11
STRUCTURAL PLANS SUBMITTED NOT
DIMENSIONED - VERIFY BEAM / BEARING
LOCATIONS
LEVEL NOTES
Current Date:
10/15/2015
File Name:
Lewis Bay -13 Morgan.jvl
j Level Name:
2nd floor Frame
TJ -Pro Rating (Weighted Average):
47
Minimum Level TJ - Pro Rating 4 Joist:
TJ -Pro rating = 44, joist = K33'(i1575)
Maximum Level TJ - Pro Rating d Joist:
TJ -Pro rating_ = 59, joist = K13'(iI584)
Building Code - Design Methodology:
IBC 2012
FLOOR
Floor Container:
FC2
Use/Occupancy:
ResidentialLivingAreas
Floor Area Loading is:
40.0 Ib/ft' Live Load 6 12.0 Ib/ft' Dead Load
Maximum Allowed Deflection:
L/480 Live Load 4 0240 Total Load
TJ -Pro Rating Information:
Weighted Average:
47
Directly Applied Ceiling:
None
Decking Attachment:
Glue and Nail
Decking Material:
23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) TdG SF
Perpendicular Partition:
No
Strapping at max 8' o.c.:
None
Blocking at max 8' o.c.:
No
Poured Flooring:
No
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