HomeMy WebLinkAboutJOIST LAYOUT 2 - 20-00748 - 1186 Torrey Ln - Dayton New SFRLEVEL AND FLOOR CONTAINER NOTES
Current Date:8/18/2020
File Name:mh - Gil Shirley - Dayton Res.mmdl
Level Name:Basement
Building Code - Design Methodology:IRC2015
Floor Container:FC1
Floor Area Loading is:40 Live Load & 12 Dead Load
Maximum Allowed Deflection L/480 Live Load & L/240 Total Load
Products
PlotID Length Product Plies Net Qty Fab Type
FJ1 48-00-00 11 7/8" TJI® 210 1 9 MFD
FJ2 42-00-00 11 7/8" TJI® 210 1 10 MFD
FJ3 40-00-00 11 7/8" TJI® 210 1 2 MFD
FJ4 38-00-00 11 7/8" TJI® 210 1 17 MFD
FJ5 28-00-00 11 7/8" TJI® 210 1 19 MFD
FJ6 4-00-00 11 7/8" TJI® 210 1 6 MFD
FJ7 2-00-00 11 7/8" TJI® 210 1 2 MFD
Ca1 16-00-00 1 1/4" x 11 7/8" 1.3E TimberStrand® LSL 1 16 FF
Bk1 68-00-00 11 7/8" TJI® 210 1 1 MFD
Accessories
PlotID Length Product Plies Net Qty Fab Type
Web Stiffeners (11 7/8" TJI® 210)1 4 Other
3/4" Plywood or OSB (23/32" APA Rated Sheathing 48/24 Exposure 1)1 99 MFD
Connector Summary
Qty Manuf Product Flange Backer Blocks Web Stiff Skew Slope Supporting Mtl Supported Mtl
3 Simpson IUS2.06/11.88 None No No --SCL 11 7/8" TJI® 210
7 Simpson IUS2.06/11.88 None No No --SCL 11 7/8" TJI® 210
C a 1
C a 1
C a 1
C a 1
C a 1
C a 1
C a 1
C a 1
Ca1
Ca1
Ca1
Ca1
Ca1
Ca1
Ca1
C a 1
IUS2.06/11.88
I U S 2 .0 6 /1 1 .8 8
IUS2.06/11.88
FJ4
FJ2
FJ4
FJ7
FJ1
FJ5
F
J
6
FJ3
Bk1
A d d r e s s :
X X X
I d a h o F a l l s , I D L B M
D a t e :
8 /1 8 /2 0 2 0
D E S I G N E R :
G a r y H o p e
E -M A I L :
G a r y .H o p e @ B u i l d W i t h B M C .c o m
P H O N E :
2 0 8 -5 5 7 -5 0 1 6
C i t y ,
S t .:
M a d i s o n C o I D
J o b
N a m e :
D a y t o n R e s
J o b
N u m b e r :
X X X
B u i l d e r :
G i l S h i r l e y