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~---------------------------------------------------------------------------------------------------
PRa.IMINARY PLEASE VERIFY
JOIST /BEAM SIZE AND PLACEMENT.
ALSO VERIFY PLUMBING LOCATIONS.
NOTE: THIS PlAN ASSUMES
All ROOF LOADS ARE ON
THE EXTERIOR WALLS
L----------------------
. . Coooooooooooooooooooooooooooooooococ=~==ocoooJ
DESIGN LOAD: FLOOR
40 PSF UVE LOAD
10 PSF DEAD LOAD
50 PSF TOfALLOAD
100% DURATION
UPPER FLOOR
114"= 1'-0"
600 S.F.
THIS DRAWING TO BE CHECKED
BV OWNER AND CONTRACTOR.
READ INSTALLATION INSTRUCTIONS
PRIOR TO FRANING.
UPPER
Frarring ScheciJe. Nominaized
Tag Oty Description
11-718"BC!t!I6000-1.7Df
:>II 11·718"BC~6000-1.7DF
1·314"x9-112'"VERSA~2.0l'!IOO DF
1·314"xii·7M'" VERSA-I.Aiole<!.0.28011DF
n_ 1-1111"xii-7/8"BCRVIIOA~IJ"'0SB
UPPER -""""'· <>yM-
36 Silf1JSOO Strorg-Tie Inc.
NarE:
ProWct Description
ITS2.37111.88 2--5116 X 11-7/8Tq:l Flange
A) APPROVE USE OF 11-7/8" BCI/6000@
16" o.c.s.
B) BCI JOIST NOT DESIGNED TO SUPPORT
LOADS FROM ABOVE.
C) SEE ALL NOTES AND DETAILS ON THE
STRUCTURAL DRAWINGS, PLAN DETAILS,
AND BOISE INSTALLATION GUIDE.
REVISIONS: BY:
DATE 511SI2006
BY: 98
ALE: 06-338-VR.bd
"""'' SHEET: 1/1