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21' 4" :
21' 10"
21 10"
65: 0"
IRST FLOOR FRAMING PLA
DUMEN410hIS TO INTERIOR BEARING WALLS ARE TO C/I.
HATCH LEGEND
7,�,,FTOB
@ 10' 8'
TOB@12'1'
TOB@12'4'
TOB@12'9'
TOB@21'8'
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ECOND FLOOR FRAMING PLA
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* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
V ti I
= d
(UNLESS NOTED OTHERWISE)
e
o e E p 1
E m = v
c `
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
a a 9 d
BY BUILDER (UNLESS NOTED OTHERWISE)
p =
N o a•� c
o
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
s
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
Edo " -d T _ e 3
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
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REFER TO THE INDIVIDUAL TRUSS ENGINEERING
a0
DRAWINGS FOR GRAVITY AND UPLIFT LOADS:
a .3 m Z
4
= o-
FOR BRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD
° d
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a e "
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
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LOADING
ROOF
FLOOR
WIND LOAD
d
LIVE LOAD
20
40
ASCE 7-10
0. ..
m ,., E m a d y o
m
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DEAD LOAD
15
20
170 MPH EXP C
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LIVE LOAD
10*
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CATEGORY II
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DEAD LOAD
10
5
ENCLOSED
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TOTAL LOAD
45
65
FBC-2014
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DURATION FACTOR
1.25
1.00
TPI - 2007
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REV
DATE
BY
REMARKS
#........
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r. E m .= 3
ADDED DOUBLE RIBBON TO FL02, CHANGED
= a a _ d
._.
1
10/26/2016
MCA
HEIGHT OFFG5
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m c
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THESE PLANS AND ALL PROPOSED
WORK
ARE SU�B�JE�CYTFT�O ANY CORRECTIONS
^ ZOO d `e E
o c s p a
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(,iOi�CiEil-FFF@UB@fY }s} THAT
c =
p
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CONTRACTOR OF RECORD
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It is understood that above
conditions have been reviewed U APPROVED
d
ra .�
c a a
c o
0
& are acceptable for the
C O C p O m� •n =.
e
fabrication at trusses, U APPROVED AS NOTED
E > a
elevations, pitches, overhangs,
REVISE AND RESUBM1
fascias,ceiling
o o # g a
';
OR ATTACNMETNI"
a
"79
"
elevations/pitches, bearing TENERS
NSIBIUTV Of THE
d
r E w
I
conditions &all detail pertaining ARE
y
to this truss No. Of RECORD
E
placement plan. CONTRACTOR
back charges will be accepted .. - -
.2 a M
without previous written DATE
approval from an A-1 Roof
p
Trusses representative REVIEWED
PLAN DATE ARCH_03/05/2016 STRUCT. 06/24/2016X
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