HomeMy WebLinkAbout5261-5211 Windsor Lake Cir 13-73 thru 13-78 (truss) (a)PLUML-3 CUS-,
FROSS HELD BACA% -'i/4"
FOR PLYWOOD._
3/4" 'SUB'FLOOR
WALL H -l". BASED ON
8'-8" A. F. F.
x- Labeled End Murk
!--IANGFF� CHART
9 L: (-HA 4 LL C S I MPS11N)
MAI
AFAll
pa
girders
rder
General Notes
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially painted green
to be installed green side up.
All hangers to be Simpson HUS26 unless otherwise -1
2rioted.
All truss spacing is 24" O.C. unless otherwise
3 noted.
Per Truss Plate Institute BCSI-131 recommendation
4 permanent X --bracing should be placed at a
maximum spacing 15' O.C. across the span, to
be repeated at a maximum of 20' between each
X—brace throughout the structure.
Please refer to SCSI—B1 for any additional bracing
details.
ROOF LOADING SCHEDUL
TCLL = 20 PSF
FCDL = 7 PSF
B C L L PSF
BCDL 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 %
WIND SPD/TYPE= 140
BLDG EXPOSURE = B
USAGE= RESIDENTIAL CAI' 11
WIND IMPORTANCE FACTOR= I
UPLIFTS BASED ON== 9.2 PS
DESIGN CRITERIA
FBC 2010
TPI 2007
Truss member design & connector plates
are designed for ASCE 7 —10 and maximum
forces from both components and claddings
and main wind force resisting systems.
These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDUL
"-[-CLL PSF
TCDL = PSF
BCDL PSF
�Ui -)t
-I-OTAPSF
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN. ON LAYOUT.
LOAD
DREII-`
Cl- -GS BY LITIIERS NEEDED,
DATE
R/01
Pk"TEYTION!
KM6 rdq
10/11/10
RA01
NEW WIND & LUMBER CODE
JRH
5-22-12
RB01
Rev'd 2 -page Plan,
rdg
7/24/2012
------
DON'r LIFT SINGLE GROSSES
......
11 E I
I F,� D A I'll I- P L 0 0 D
WITH SPANS LONGER THAN
30' BY THE PEAK
'30'
CONSULT BCS1 -131
Q 0' Spun
le ss
� or less
\Q
to 1/2
3
opprox.
p.n
I runs viust be set this way if crone used,
!r115s is al') C1X(A11jJ1,L1, your truss ray not mqtch-
fr)srs-t crane operator se-ts truss this way,
11-11S IS' A -[-RU�-3S
P[.-ACEl\/IEf\I I- PL A I'l,
i l -S' TO AID IN '[1-1E 1N`)'-IA[-1,ATI0I\I
OF
E�,\IGINEERED TRUSS DRAWINGS AND
AFAll
pa
girders
rder
General Notes
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially painted green
to be installed green side up.
All hangers to be Simpson HUS26 unless otherwise -1
2rioted.
All truss spacing is 24" O.C. unless otherwise
3 noted.
Per Truss Plate Institute BCSI-131 recommendation
4 permanent X --bracing should be placed at a
maximum spacing 15' O.C. across the span, to
be repeated at a maximum of 20' between each
X—brace throughout the structure.
Please refer to SCSI—B1 for any additional bracing
details.
ROOF LOADING SCHEDUL
TCLL = 20 PSF
FCDL = 7 PSF
B C L L PSF
BCDL 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 %
WIND SPD/TYPE= 140
BLDG EXPOSURE = B
USAGE= RESIDENTIAL CAI' 11
WIND IMPORTANCE FACTOR= I
UPLIFTS BASED ON== 9.2 PS
DESIGN CRITERIA
FBC 2010
TPI 2007
Truss member design & connector plates
are designed for ASCE 7 —10 and maximum
forces from both components and claddings
and main wind force resisting systems.
These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDUL
"-[-CLL PSF
TCDL = PSF
BCDL PSF
�Ui -)t
-I-OTAPSF
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN. ON LAYOUT.
LOAD
DESCRIPTION
INIT.
DATE
R/01
Copy Job from Mercedes
KM6 rdq
10/11/10
RA01
NEW WIND & LUMBER CODE
JRH
5-22-12
RB01
Rev'd 2 -page Plan,
rdg
7/24/2012
LG 3/23/2010 4:43 pM 127266.dwg .