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OF AMERICA:
3900 AVENUE
6, N.W.
WINTER
General Notes
1) All parallel 'chord >trusses, flat trusses and flab
girders have the top chord partially painted 'green
to be" installed green side up.
All hangers to be Simpson HTU26 unless otherwise
2) noted.
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— r throughout h structure.
b ace t oug aut t e st uctu e.
Please refer to BCS1-B1 for any additional bracing
details:
ROOF LOADING SCHEDULE
TCLL 20 PSF
TCDL _ 7 PSF
BCLL = * PSF
BCDL 10 PSF
TOTAL = 37 PSF
DURATION 1.25 %
WIND SPD/TYPE = 120
ENCLOSED
BLDG EXPOSURE C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON 9.2 PSF
DESIGN CRITERIA
FBC 2004/2006
TPI 2002
Truss member design & connector prates
are designed for ASCE 7-02 and maximum forces from both components
and claddings
and main wind force resisting systems.
* These trusses have been reviewed to cavy an additional 10# psf
non -concurrent bottom chord live load.
FLOOR LOADING SCHEDULE
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
TOTAL 55 PSF
[ALL REACTIONS AND UPLIFTSE SHOWN ON ENGINEERING.
WALL KEY
SEPERATION WALL
TO ROOF DECK
F15
R :MI HOMES
T :RIVERVIEW TOWNHOMES
:7 UNIT BLDG ELEV. A
OJ/MODEL/ALT
PA (FLOORS)
SC:
04 BLOCK
LESNER PAGE
Ds
o f 2
22 2009
SCALE
43505F1 1 4,, „=1'andiM/"13/2012 "i`.05 PM' 143505Pi.d"iVg
CARPENTER
CONTRACTOPS
OF AMERICA:
3900 AVENUE
6, N.W.
WINTER
HAVEN FLORIDA 33880
PH❑NE;
( 800) 959-8806
FAX.
( 863) 294-2488
F15
R :MI HOMES
T :RIVERVIEW TOWNHOMES
:7 UNIT BLDG ELEV. A
OJ/MODEL/ALT
PA (FLOORS)
SC:
04 BLOCK
LESNER PAGE
Ds
o f 2
22 2009
SCALE
43505F1 1 4,, „=1'andiM/"13/2012 "i`.05 PM' 143505Pi.d"iVg
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ro�7eneral 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 HTU26 unless otherwise
2)noted.
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 br ace throughout t
g ou hout the structure,
-
Please refer to BCSI—B1 for any additional
bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL - * PSF
BCDL 10 PSF
TOTAL = 37 PSF
DURATION 1.25 %
WINO SPD/TYPE = 120
ENCLOSED
BLDG EXPOSURE C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR 1
UPLIFTS BASED ON 9.2 PSF
DESIGN CRITERIA
FBC 2004/2006
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-02 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 SCHEDULE
TCLL = 40 PSF
TCDL = 10 PSF
BCDL _ 5 PSF
I U I A = 55 PSF
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL KEY
91_�li
5EPERATION WALL
777771 TO ROOF DECK
■1
i
THIS IS 15 A'TRUSS PLACEMENT` PLAN, ITS INTENDED N ENDEQ TO AID 1N THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT'.
ILUILDER :MI HOMES
ROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. ,A
CA PROJ/MODEL/ALT
JP6/7PA (FLOORS)LT DESCTC
OT BLOCK
CARPENTER
PAGE
CONTRACTORS
OF AMERICA
3900 AVENUE
G, N. W,
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX:
(863) 294-2488
ILUILDER :MI HOMES
ROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. ,A
CA PROJ/MODEL/ALT
JP6/7PA (FLOORS)LT DESCTC
OT BLOCK
DESIGNER
PAGE
.TDS
DATE
05 22 2009
2 o f 2
LAN#
SCALE
.1.43505P2
141
Mendip/13/2012 1.06'
PM 1431505PZ'dWg