HomeMy WebLinkAbout2742 River Landing Dr (2)General Notes
1) All parallel chord trusses, flat trusses and flat
girders have the top chard 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 SCSI -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
WIND IMPORTANCE 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
IT
CLL PSF
CDL PSF
CDL - PSF
OTALL = PSF
ROOF DESIGNED FOR
f --I I N G LE
ALL REACTIONS OVER 5000#
AND "UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
18'-9 7/8
5EPERATION WALL
%!lam TO ROOF DECK
LOAD# DESCRIPTION INIT. DATE
R/01 CREATED FROM 6PA TJC 3/12/2012
■
F
R :MI HOMES
T :RIVERVIEW` TOWNHOMES
:4 UNIT BLDG ELEV. A
OD/MODEL/ALT
PA (ROOF)
SC:
5c;� BLOCK I y
DESIGNER PAGE
JDS
DATE of 2
05/15/2009 1
LAN# SCALE
14350841 1/4 °e I
Mandil3/13/2012 12:36 PM 143506P1.dwg
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G, N, W.
WINTER
HAVEN FLORIDA 33880
PHONE;
( 800) 959-8806
FAX;
( 863) 294-2488
F
R :MI HOMES
T :RIVERVIEW` TOWNHOMES
:4 UNIT BLDG ELEV. A
OD/MODEL/ALT
PA (ROOF)
SC:
5c;� BLOCK I y
DESIGNER PAGE
JDS
DATE of 2
05/15/2009 1
LAN# SCALE
14350841 1/4 °e I
Mandil3/13/2012 12:36 PM 143506P1.dwg
■
i
General Notes
I 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 BCSl-61 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
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
WIND IMPORTANCE FACTOR - 1
UPLIFTS BASED ON _ 9.2 PSF
DESIGN CRITERIA
FBC 2007
TPI 2002
Truss member design & connector` plates
are designedfor 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.
IFLOOR LOADING SCHEDULE'
TCLL — PSF
TCDL - PSF
BCDL PSF
TOTAL PSF
ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
51-9 7/8°
5EPEKATION WALL
TO ROOF DECK
LOAD DESCRIPTION INIT. DATE
Ri01 CREATED FROM 6PA TJC 3/12/2012
F
:M1 HOMES
T :RIVERVIEW TOWNHOMES
:4.UNIT BLDG — ` ELEV. A
OJ/MODEL/ALT
PA ' (ROOF)
SC' BLOCK
DESIGNER PAGE
.TDS
DATE 2 o 2
05/15/2009
LAW SCALE
143508P2 1 4„ `,
MandiM/13/2012 12:36 PM 143506P2, Z9
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G, N. W.
WINTER
HAVEN FLORIDA 33880
PHONE
( 800) 959-8806
FAX;
( 863) 294-2488
F
:M1 HOMES
T :RIVERVIEW TOWNHOMES
:4.UNIT BLDG — ` ELEV. A
OJ/MODEL/ALT
PA ' (ROOF)
SC' BLOCK
DESIGNER PAGE
.TDS
DATE 2 o 2
05/15/2009
LAW SCALE
143508P2 1 4„ `,
MandiM/13/2012 12:36 PM 143506P2, Z9