HomeMy WebLinkAbout2639 River Landing DrTotal Truss Quantity = 465.
UNIT "A° I UNIT "B" I UNIT "B" N RAKED FORMED PAR oN
4'-10"
All valley kits marked "VK" or "MVK"
are conventionally framed. Please
refer to engineering pack for details.
THIS 15 A TRU55 PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION Of TRUSSES. ENGINEERED TRUSS DRAWINGS AND AIRCHITECTURALS SUPERCEDE TH15 DOCUMENT,
PLUM'
TRUSS HELD BACK 314"
FOR PLYWOOD.
Q0
KEEER TO ENO—.
PACK FOR
CONNECTION.
CJ3 `c
0
Ln1
C-1
All
Ull II
'-01 "'—
21-0`
TYPICAL 51 5ETBACK
CORNER5ET LABELING
AND 5PACING
V
w
ON
1
12
12—
PERMIT
HANGED CHART
J l = THA 422 (S I MPS❑N)
J L- THAC422 (S I MPS❑N)
Labeled End Mark
ATTENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -B1
30' Span or less SOr o 60' Span
P
60 degrees
�. .l or less
I 1/2 I I 2/3 to 1/2 _I
linen app.— ox.�l Ta liner span approx,
REFER TO BCSI —B1
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way,
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 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—brace throughout the structure.
Please refer to BCSI-61 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BCLL I PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION = 1.25 %
WIND SPD/TYPE = 140
ENCLOSED
BLDG EXPOSURE = C
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
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 SCHEDULE
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
TOTAL = 55 PSF
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL KEY
—� 91-411
5EPERATION WALL
TO ROOF DECK
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG — ELEV. B
CCA PROJ/MODEL/ALT
QY8/7PB (FLOORS)
ALT DESC:
OTC :
LOT :50 BLOCK :44
DESIGNER I PAGE
DATE of 2
05/22/2009
LAN# SCALE
N150214P1 1 1/4 "=1'
Mandigl/28/2012 1:55 PMN150214P1.dw
1.
CARPENTER
prd
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N. W.
WINTER
HAVEN FLORIDA 33880
PH❑NEI
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG — ELEV. B
CCA PROJ/MODEL/ALT
QY8/7PB (FLOORS)
ALT DESC:
OTC :
LOT :50 BLOCK :44
DESIGNER I PAGE
DATE of 2
05/22/2009
LAN# SCALE
N150214P1 1 1/4 "=1'
Mandigl/28/2012 1:55 PMN150214P1.dw