2592-2580 River Landing Dr 09-2607 - 09-2613 (a)11
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R/01
NEW JOB
TDS
TH15 15 A TRU-95 PLACEMENT PIAN. IT5 INTENDED TO AID IN THE INSTALLATION OF TRU55E5. ENGINEERED TRU55 DRAWING5 AND ARCHITECTURAL 5 5UPERCEDE THI5 DOCUMENT.
PLUMI
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_ HANGED CHART
HTU 26 (SIMPSON)
A kL= HHUS26-2 ( S I MPSUN)
Labeled end Mark
ATTENTIONa
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -DI
30' Span or less 30' to 60' Span
Spreadpro'
Bar
60 degrees
f or less
1/2 F 2/3 to 1/2
Ta line span approx. lag Ur"e spun aPProx.
REFER TF1 BCS1 -Bl�]
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-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-131 for any additional bracing
details.
ROOF LOADING SCHEDULE
TCLL = 20 PSF
TCDL = 7 PSF
BOLL = * 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 2004/2006
TPI 2002
Truss member design & connector plates
are designed for ASCE 742 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
ROOF DESIGNED FOR
STHLINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT,
WALL KEY
161-9 7/611
5EPERATION WALL
TO ROOF DECK
L A
DESCRIPTION
INIT,
DATE
R/01
NEW JOB
TDS
5/15/09
RA01
ADDED PARTITION PROFILES &
DCW
8/04/09
WINTER
EXTENDED HJ6A
PH❑NE:
( 800) 959-8806
RB01
LOTS 92-98
DCW
9/11/09
L ic;
CARPENTER
.TDs
of 4
DATE
CONTRACTORS
LAN#
Off, AMERICA
.132440P1
3900 AVENUE
6, N. W.
WINTER
HAVEN FLORIDA 33880
PH❑NE:
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. A
CCA PROJ/MODEL/ALT
.JP6 "7UA
ALT DESC:
OTC
LOT BLOCK
DESIGNER
PAGE
.TDs
of 4
DATE
05/15/2009
LAN#
SCALE
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1 1/4" '1=I1
D?W 9/11/2009 923 AM 132440P1.dw:,
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20EO
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TDS
TH15 15 A TRU55 PLACEMENT PLAN. IT5 INTENDED TO AID IN THE INSTALLATION OF TKU55E5. ENGINEERED TRU55 DRAWINGS AND AKCHITECTUKAL5 5UPEKCEDE TH15 DOCUMENT.
3900 AVENUE
ADDED PARTITION PROFILES &
DCW
8104/09
PHONE:
EXTENDED HJ6A
FAX:
C 863) 294-8488
n
LOTS 92-98
DEW
9/11/09
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20EO
NEW JOB
TDS
TH15 15 A TRU55 PLACEMENT PLAN. IT5 INTENDED TO AID IN THE INSTALLATION OF TKU55E5. ENGINEERED TRU55 DRAWINGS AND AKCHITECTUKAL5 5UPEKCEDE TH15 DOCUMENT.
PLUM''
REFER TO ENE
PACK FOR
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,ii HHUS26-2 ( S I MPS❑N)
Labeled End Mark
n ATTETI ur'N�
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
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CONSULT BCSI -B1
30' Span or less 30' to 60' Span
Spread r Bar
60 degrees
or less
1/2 _ 2,3 to 1/z�
Ta line span approx. Ta line span approx.
CREFER TO BCSI -B1_
Truss must be set this way if crane used
Truss is an example, your truss may not match,
Insist r_rane operator sets truss this way.
11
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
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 2004/2006
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-02 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
Ill )
TOTAL = PSF
ROOF DESIGNED FOR
SHINGSIE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
181-9 7/8"
SEPERATION WALL
TO ROOF DECK
'I
DESCRIPTION
INIT.
DATE
NEW JOB
TDS
5/15/09
3900 AVENUE
ADDED PARTITION PROFILES &
DCW
8104/09
PHONE:
EXTENDED HJ6A
FAX:
C 863) 294-8488
n
LOTS 92-98
DEW
9/11/09
'I
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
:JP6 7UA
ALT DESC:
OTC :
LOT 9 BLOCK : C
rDESIGNER PAGE
.TDS
DATE of 4
05/15/2009
LAN# SCALE
.132440P2 1 1/4 "=1'
CARPENTER
CONTRACTORS
OF, AMERICA
3900 AVENUE
0, N. W
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX:
C 863) 294-8488
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
:JP6 7UA
ALT DESC:
OTC :
LOT 9 BLOCK : C
rDESIGNER PAGE
.TDS
DATE of 4
05/15/2009
LAN# SCALE
.132440P2 1 1/4 "=1'
l
General Notes
1) All parallel chord trusses, flat trusses and flat
LU girders have the top chord partially painted green
z to be installed green side up.
J All hangers to be Simpson HTU26 unless otherwise
58'..G' O.A. _ 2) noted.
_ All truss spacing is 24" O.C, unless otherwise
C)3) noted.
221-G11 221-6° — 221-61 I 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
3 73° 4'- 117" I be repeated at a maximum of 20' between each
4 8 I - X -brace throughout the structure.
+
Please refer to BCSI-131 for any additional bracing
- details.
4
ROOF LOADING SCHEDULE
_- TCLL 20 PSF
TCDL 7 PSF
BCLL = * PSF
BCDL = 10 PSF
in H� \ TOTAL _ 37 o/oPSF
DURATION 1.25
N WIND SPD/TYPE = 120
_I
ENCLOSED
L0 A BLDG EXPOSURE = C
�D \ USAGE = RESIDENTIAL CAT 11
WIND IMPORTANCE FACTOR = 1
UPLIFTS BASED ON = 9.2 PSF
1
N ]DESIGN CRITERIA
�! FBC 2004/2006
N TPI 2002
Truss member design & connector plates
are designed for ASCE 7-02 and maximum forces from
Ln 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
6? m load.
ap
FLOOR LOADING SCHEDULE
aCd o TCLL = PSF
TCDL _ PSF
\ BCDL = PSF
TOTAL _ PSF
i
,1 ROOF DESIGNED FOR
SHINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
- WALL KEY
CV
181-9 7/8
11
5EPERATION WALL
asp b , TO ROOF DECK
r
W
,
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--__ ---
IG 5 �i 21-611 Q
i
LOAD# DESCRIPTION INIT, DATE
231-011 22'-G" 22'-G" �— — — -----f I °-g 101-101,
LEXINGTON PRINCETON PRINCETON TRENTON
UNIT „Gll UNIT 1711 UNIT "Ell UNIT ID"
_ HANGER CHART
zlL= HTU 26 ( S I MPSNN)
® ®= HHUS26-2 ( S I MPSON)
_ - PARTITION WALL PROfILE5
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE 0, N. W.
Labeled End Mark WINTER HAVEN FLORIDA 33880
PH❑NE; ( 800) 959-8806
FAX: C 863) 294-2488
�TTE TIO ! BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG — ELEV. A
CCA PROJ/MODEL/ALT
JP6 7`UA
DON'T LIFT SINGLE TRUSSES ALT DESC :
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -B1 OTC
30' Span or less 30' a �6rl' Span
Spread Bar LOT BLOCK 9�'
\ / 60 degrees
s� or less
�----1—/-2--� 2/3 to 1/2 i
To line s' Pun 0prox, I Ta line -Pan g"Pr-'. T
f�E�ER
TO BCSI —B1
Truss Aust be set this way if Crane used,
T�--S-rcra
ixarlpte, your truss clay not match,
T O+ Q I Truss
U S S _ 0 operator sets truss this way,
1. l I QuantityTHIS 15 A TRU55 PLACEMENT PLAN. ITS INTENDED TO AID IN THE IN5TALlATION OF TRU55E5. ENGINEERED TRU55 DRAWING5 AND ARCHITECTURALE 5UPERCEDE THIS DOCUMENT. n`?w 9/11/2009 9:27 AM 132440P3,dwg
LOAD DESCRIPTION INIT. DATE
R/0] NEW JOB TDS S/1S/09
RA01 ADDED PARTITION PROFILES & DCW 8/04/09
EXTENDED HJ6A
RHO1 LOTS 92-98 DCW 9/11/09
(7.TDS
IGNER
PAGE
�of 4
DATE
05 �5 2009
LAN#
SCALE
.132440h3
1 4" "=I'
15(5'-G" O.A.
TotoA Truss Quantity
PARTITION WALL PROFILES
Rod
TH15 15 A TKU55 PLACEMENT PLAN. IT5 INTENDED TO AID IN THE INSTALLATION OF TRU55E5. ENGINEERED TRU55 DRAWINGS AND ARCHITECTURAL5 5UPERCEDE TH15 DOCUMENT.
PLUMI
REFER TO ENS
PACK EOR
(:nNI\IFC:TInN
CJ5
12
O CJ3
l` Lo
U
CJ1
C-)
/U11 1�
11-01611 s—
-21-011
TYPICAL 7' SETBACK
COKNERSET LABELING
AND 5PACING
HANGER CHART
AL= HTU 26 ( S I MPSEN)
A ®= HHUS26-2 ( S I MPSEIN)
Labeled End Mark
ATTENTIONo
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -B1
30' Span or less 30' Io 60' Span
SpreadeBarr
60 degrees
,✓ or less
I 1/2 I L 2/3 to 1/2 i
To line ' span aPPrax- Ta line' span aPPrgx.
REFER T0 BCS: -BBL
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-81 recommendation
4) permanent X -bracing should be placed at a
maximum spacing 15' Q.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
F]BC 2004/2006
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-02 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
ROOF DESIGNED FOR
FIINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
181-9 7/811
SEPERATION WALL
TO ROOF` DECK
LOAQ
DESCRIPTION
INIT.
DATE
2 2'-G" 221-G" I I °-G" I I' -G"
<7/
NEW JOB
TDS
--_ _�__ —
RA01
- -- -- -- — --
DCW
8/04/09
PHONE:
EXTENDED HJ6A
4'-1 1 Z" 3'-7
,— - -
( 863) 294-2488
i
RB01
LOTS 92-98
DCW
9/11/09
7
cv
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In
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CV
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r
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00
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i
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-
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Q
2'-G" 5'
00
-------
1 11-811
22'-0"
23'-0"
TRENTON
PRINCETON
LEXINGTON
UNIT HCll
UNIT "B"
UNIT "All
TotoA Truss Quantity
PARTITION WALL PROFILES
Rod
TH15 15 A TKU55 PLACEMENT PLAN. IT5 INTENDED TO AID IN THE INSTALLATION OF TRU55E5. ENGINEERED TRU55 DRAWINGS AND ARCHITECTURAL5 5UPERCEDE TH15 DOCUMENT.
PLUMI
REFER TO ENS
PACK EOR
(:nNI\IFC:TInN
CJ5
12
O CJ3
l` Lo
U
CJ1
C-)
/U11 1�
11-01611 s—
-21-011
TYPICAL 7' SETBACK
COKNERSET LABELING
AND 5PACING
HANGER CHART
AL= HTU 26 ( S I MPSEN)
A ®= HHUS26-2 ( S I MPSEIN)
Labeled End Mark
ATTENTIONo
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT BCSI -B1
30' Span or less 30' Io 60' Span
SpreadeBarr
60 degrees
,✓ or less
I 1/2 I L 2/3 to 1/2 i
To line ' span aPPrax- Ta line' span aPPrgx.
REFER T0 BCS: -BBL
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-81 recommendation
4) permanent X -bracing should be placed at a
maximum spacing 15' Q.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
F]BC 2004/2006
TPI 2002
Truss member design & connector plates
are designed for ASCE 7-02 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
ROOF DESIGNED FOR
FIINGLE
ALL REACTIONS OVER 5000#
AND UPLIFTS OVER 1000#
ARE SHOWN ON LAYOUT.
WALL KEY
181-9 7/811
SEPERATION WALL
TO ROOF` DECK
LOAQ
DESCRIPTION
INIT.
DATE
R/01
NEW JOB
TDS
5/15/09
RA01
ADDED PARTITION PROFILES &
DCW
8/04/09
PHONE:
EXTENDED HJ6A
FAX
116��
( 863) 294-2488
i
RB01
LOTS 92-98
DCW
9/11/09
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. A
CCA PROD/MODEL/ALT
.JP6 7UA
ALT DESC:
OTC
LOT9? BLOCK
FDSIER PAG E
JDGNS
DATE
05/15/2009 4°f4
LAN# SCALE
.132440P4 1 1/4I, "=1'
CARPEN'T']ER
CONTRACTORS
OF AMERICA
3900 AVENUE
G. N, W.
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800)1)59-8806
FAX
116��
( 863) 294-2488
i
BUILDER :MI HOMES
PROJECT :RIVERVIEW TOWNHOMES
MODEL :7 UNIT BLDG - ELEV. A
CCA PROD/MODEL/ALT
.JP6 7UA
ALT DESC:
OTC
LOT9? BLOCK
FDSIER PAG E
JDGNS
DATE
05/15/2009 4°f4
LAN# SCALE
.132440P4 1 1/4I, "=1'