HomeMy WebLinkAbout2621 River Landing Dr (3)9
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FROM EDGE FOR FIRE
STOP
23'-0 2 2'-6" 221-01
Total Truss
LEXINGTON
UNIT "A"
Quantity
= 1931
PRINCETON
UNIT "B"
PRINCETON
UNIT "B"
W
z
U
VON
THIS 15 A TRUSS PLACEMENT PLAN, ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES, ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT.
HEEL=G 3/1
PLUMB CU
12
/ I I
V I i
I I
I I
I I
7r— I
I I
I I
I I
REIFER TO ENf
PACK FOR
CONNECTION.
CJ5
° CJ3
LO
U
CJ1
U
TYPICAL 7SETBACK
CORNER5ET LABELING
AND SPACING
NANGEK CHAKT
4 L = HTU 26 (S I MPSON)
k- HHUS26-2 (S I MPSON)
Labeled End Mark
ATTENTION!
C�91 FF�'
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT SCSI -B1
30' Span r less SOP ad 60' B4 an
60 degrees
�. .�
or less
l 1/2 2/3 to 1/2 i
line i Spon npprox. I T.Ilne' span approx. T
REFER TO BCSI —B1
Truss Aust 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—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
deta Is.
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 7-1.0 and maximum forces from
both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 109 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
SEPERATION WALL
TO ROOF DECK
LOAD#
DESCRIPTION
INIT,
DATE
R/01
CREATED FROM 6PA
TJC
3/9/2012
RA01
NEW CODE, WIND, LUMBER,
PRJ TJC
8/8/2032
RB01
LC2
TJC
2/13/13
CARPENTER
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. A
CCA PROJ/MODEL/ALT
QY8/7PA (ROOF)
ALT DESC:
OTC :
LOT :43 BLOCK :37
DESIGNER PAGE
.TDS
DATE of 4
.05/15 2009 1 1
LAN# SCALE��
N143506P1 p N1443506P1Lc
Mandill/19/2013 4.50 M
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 :7 UNIT BLDG - ELEV. A
CCA PROJ/MODEL/ALT
QY8/7PA (ROOF)
ALT DESC:
OTC :
LOT :43 BLOCK :37
DESIGNER PAGE
.TDS
DATE of 4
.05/15 2009 1 1
LAN# SCALE��
N143506P1 p N1443506P1Lc
Mandill/19/2013 4.50 M