HomeMy WebLinkAbout2657 River Landing Dr (2)■■
0
RAI
Total Truss Quantity = 465.
All valley kits marked "VK" or "MVK"
are conventionally framed. Please
refer to engineering pack for details.
TH15 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION Ofrt TRU55ES. ENGINEERED TKLJ55 DI AVIINGS AND AKCHITECTURAL5 5UPERCEDE THIS DOCUMENT.
PLU.MI
55 HELD BACK 3/4"
PLYWOOD.
�9
0
M
REFEK TO E
PACK FOR
CONNECTION.
CJ3
0
CJ1
U
U
16
21—OII
TYPICAL 5' SETBACK
COR.NEKHT LABELING
AND SPACING
-HANGER CHAKT
J L THA 422 ( S I MPSON)
A L_ TH AC422 (S I MPSON)
Labeled bid Mark
12
.A.TTENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -B1
30' Span or less ad r Ba an
Spreader
degrees
�. ,✓ or less
12 2/3 p1/2
Ta line span1/xIspantoprx_I
RE[ER TO B C S I -B1
Truss must be set this way if crane used,
Truss is an exampte, your truss may not match,
Insist crane operator sets truss this way,
(777general 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—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 = 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 resistmg 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
L 91'4:1
5EPERATION WALL
TO ROOF DECK
LOAD#
RESCRIPTION INIT.
DATE
F/01
CREATED FROM 6PUA TJC
3/12/2012
FA01
NEW CODE, REV PER NEW PLANS TJC
8/9/2012
3900 AVENUE
G. N. W.
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWN]EA
MODEL :7 UNIT BLDG —
CCA PROJ/MODEL/ALT
QY8/7PA (FLOORS)
ALT DESC:
OTC
LOT �-1 BLOCK
)ESIGNER PAGE
.TDS
)ATE � O
05/22/2009
_AN# SCALE
N143505P2 1/4 "=1
Mandig/17/2012 3:00 PM N143505P2
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N. W.
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWN]EA
MODEL :7 UNIT BLDG —
CCA PROJ/MODEL/ALT
QY8/7PA (FLOORS)
ALT DESC:
OTC
LOT �-1 BLOCK
)ESIGNER PAGE
.TDS
)ATE � O
05/22/2009
_AN# SCALE
N143505P2 1/4 "=1
Mandig/17/2012 3:00 PM N143505P2