HomeMy WebLinkAbout2634 River Landing Dr (3)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 8CSI—B1 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-131 for any additional bracing
details.
ROOF LOADING SCHEDULE
TOLL 20 PSF
TCDL = 7 PSF
BCLL = * 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.
* I'hese trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDULE
TCLL = PSF
TCDL = PSF
BCDL = PSF
TOTAL = PSF
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL KEY
1 81-9 7/6"
SEPERATION WALL
TO ROOF DECK
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :6 UNIT BLDG - ELEV. B
CCA PROJ/MODEL/ALT
QY8/6PB (ROOF)
ALT DESC:
OTC
LOT :80 BLOCK 75
DESIGNER PAGE
TDs
DATE of 4
05/15/2009 1
LAN# SCALE
N150322P1 1/4 )) "=1'
1%4 Mandilg/12/2013 4:40 PM N150322Pi.dwg0
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N. W.
WINTER
HAVEN FLORIDA 33880
PHCINE,
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :6 UNIT BLDG - ELEV. B
CCA PROJ/MODEL/ALT
QY8/6PB (ROOF)
ALT DESC:
OTC
LOT :80 BLOCK 75
DESIGNER PAGE
TDs
DATE of 4
05/15/2009 1
LAN# SCALE
N150322P1 1/4 )) "=1'
1%4 Mandilg/12/2013 4:40 PM N150322Pi.dwg0