HomeMy WebLinkAbout2712 River Landing Dr (2)General Notes
1) All parallel chord trusses, flat trusses and flat
girders hove the top chord partially pointed 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—B1 recommendation
4) permanent X—brocing 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—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
WINDIMPORTANCE FACTOR 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FBC 2007
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-05 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 — PSF
TCDL PSF
BCDL = PSF
TOTAL _ PSF
WALL KEY
5EFERATION WALL
!!� TO ROOF DECK
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNJLEB
MODEL :7 UNIT BLDG
CCA PROJ/MODEL/ALT
.JP6/7PB (ROOF)
ALT DESC:
OTC
LOT 1 BLOCK
DESIGNER PAGE
JDS
DATE of 4
05/t5/2009 T
LAN# SCALE
A43520P1 1/4" 11=11
Mandil+i6/27/2012 -2:03 PM 143520P1.dwg
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
6, N. W.
WINTER
HAVEN FLORIDA 33880
PHONE;
( 800) 959-8806
FAX;
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNJLEB
MODEL :7 UNIT BLDG
CCA PROJ/MODEL/ALT
.JP6/7PB (ROOF)
ALT DESC:
OTC
LOT 1 BLOCK
DESIGNER PAGE
JDS
DATE of 4
05/t5/2009 T
LAN# SCALE
A43520P1 1/4" 11=11
Mandil+i6/27/2012 -2:03 PM 143520P1.dwg