HomeMy WebLinkAbout2660 River Landing Dr (3)2� 7 jn l 1 �> vvrit_r- r-vNL_ ',.v i vr-\�i\ -T vvr\" n111L_ vv i yr �,�� _T C 1 U U U W k_j
U U U U FROM EDGE FOR FIRE PKOM EDGE FOK FIRE I
5TOF' 22'-G° 5TOP I� 23'-01I
Total Truss
LEXINGTON
UNIT "All
Quantity
LEXINGTON
UNIT "A"
All valley kits marked "VK" or "MVK"
are conventionally framed. Please
refer to engineering pack for details.
1381
THIS 15 A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE IN`s-"I A1_LATION 01' TKUSSES. CN(-;IN1A'.-K D TKU55 DRAW1N65 AI'JD ARC1-11TECI-URAL5 SUPERCEDE THIS DOCUMENT.
12
5
H EEL_=G 3/112
PI._U M k3 CUT „� �, 2X4
I I
I I
A
I
I I
I I
I I
REFER TO ENf
PACK FOR
CONNECTION.
C W 5
A
C_13�
i� In
U
CJ1
V UII II II
21-OII
TYPICAL 71 SETBACK
COKNER5ET LABELING
AND SPACING
1 a'w
/3 3-7u 13 321
PEP'wr #
HANGER CHART-
AL
HAR
AL = HTU 26 (S I MPSON)
A t = HHUS26-2 (S I MPSON)
Labeled End Mark
PRINCETON
UNIT"B"
0Z
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -B1
30' Span r iless 30� ad 60' Ba an
P
60 degrees
�. ,� or less
I 1/21 - ( I 2/3 to 1/2_ —�
Une rspan apPr—o. Tag/ Unel spun appr°x' --�
[REFER TO BCSI —B1
Truss must 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-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-61 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
USA(YE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
DESIGN CRITERIA
FBC 2010
TPI 2007
Truss & connector pi+�, 11
are designed for y fc from
both corn onen
and main wind force resisting sys erns.
* These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
LBC
OOR LOADING SCHEDULE
= PSF
= PSF
= PSF
L - PSF
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING
WALL KEY
181-97/811
5EPERATION WALL
-Z� TO ROOF DECK
LOAD#
DESCRIPTION
INIT.
DATE
R/01
CREATED FROM 6PA
TJC
3/12/2012
RA01
NEW CODE, WIND, LUMBER, PRJ
TJC
8/7/2012
PH❑NEI
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNJELEA
MODEL :4 UNIT BLDG -
CCA PROJ/MODEL/ALT
QY8/4PA (ROOF)
ALT DESC:
OTC:
LOT : c� BLOCK
DESIGNER PAGE
.TDS
DATE 1 OF 2
05/15/2009
LAN# SCALE
N143508P1 1/4 "=1'
00
MandiM/17/2012 1:34 PM N143508PLdw�
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G, N. W.
WINTER
HAVEN FLORIDA 33880
PH❑NEI
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNJELEA
MODEL :4 UNIT BLDG -
CCA PROJ/MODEL/ALT
QY8/4PA (ROOF)
ALT DESC:
OTC:
LOT : c� BLOCK
DESIGNER PAGE
.TDS
DATE 1 OF 2
05/15/2009
LAN# SCALE
N143508P1 1/4 "=1'
00
MandiM/17/2012 1:34 PM N143508PLdw�
v-
N
I I '-G"
I 11-G11
221-01
22'-G"
I r_i nu
min
-,31,
LEXINGTON PRINCETON PRINCETON LEXINGTON
UNIT "A" UNIT "B" UNIT "B" UNIT "A"
PARTIT10""N WALL PRONLE-5
Tota� Truss Quantity - 1381 f f11`_==> I` A TRUSS PL_ACLMCN C PLAN. ITS INTENDED TO / IN T11[ it l`�-I A1_L_ATION C)I" 1 -RU` 5E'S. F NG1111_I_K1_D �TF\U5S Df'�A�Jvli��; � AND ARCNITCCTUf2AL5 SUPERCEDE THIS DOCIJME:NT.
e
Labeled t-nd Mark
_:
ATTENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -Bl
30' Span or less SPread�6'0' B pan
f60 degrees
or less
I 1/�I Ir 2/3 to l/2
Une span a�pprox, Ta Une span approx,
REFER TO BCS1 -B1
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way,
r�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-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 = 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.
* 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
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL KEY
-----1 181-9 7/811
5EFERATION WALL
TO ROOF DECK
LOAD#
DESCRIPTION
INIT.
DATE
R/01
CREATED FROM 6PA
TJC
3/12/2012
RA01
NEW CODE, WIND, LUMBER, PRJ
TJC
8/7/2012
PHONE:
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :4 UNIT BLDG - ELEV. A
CCA PROJ/MODEL/ALT
QY8/4PA (ROOF)
ALT DESC:
OTC :
LOT : CD BLOCK �U
DESIGNER PAGE
TDS
DATE 21of 2
05/15 2009
LAN# SCALE
N143508P2 1 4" "=1'
MandiM/17/2012 1:34 PM N14350BP2.dwg�
CARPENTER
I
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 TOWNHOMES
MODEL :4 UNIT BLDG - ELEV. A
CCA PROJ/MODEL/ALT
QY8/4PA (ROOF)
ALT DESC:
OTC :
LOT : CD BLOCK �U
DESIGNER PAGE
TDS
DATE 21of 2
05/15 2009
LAN# SCALE
N143508P2 1 4" "=1'
MandiM/17/2012 1:34 PM N14350BP2.dwg�