1705 MARITIME OAK LN - TRUSS LAYOUT REV BCS1
BUILDING CM
4627 JP HALL BLVD. SUITE 208
GREEN COVE SPRINGS, FL 32043
F: 9 0 4.S 2 9. 1 40 6
BEARING HE113HTS
IT
9 1- 1 I /B"
19, - 7
bd -1— 12 1- 1 1 /B'I
SECOND FLOOR LAYOUT THIS IS A TRUSS PLACEMENT
DIAGRAM ONLY.
SCALE: NTS These trusses are designed as
individual building components to be
Incorporated Into the building design at
the specification of the building
designer.See Individual design sheets
for each truss design identified on the
placement drawing.The building
designer is responsible for temporary
and permanent bracing of the roof and
floor system and for the overall
.. .... ... ... structure.The design of the truss
support structure including headers,
beams,walls,and columns is the
responsibility of the building designer.
-45B For general guidance regarding
bracing,consult"Bracing of Wood
Trusses"available from the Truss Plate
K6F Institute,583 D'Onifrio Drive; Madison,
WI 53179.
ATTENTION.
F Ir Refer to truss layout and engineering
documents that arrive with delivered
R.�f I I;.R,.�t. field trusses.
Unless noted otherwise,all beams are
PQLIY, by others.
CLIENT TOLL BROTHERS
EUP
zij
Truss Conn W L�t
To SUBDIVISION ATLANTIC BEACH
HERITAGE
-T r7
1 USP MSH422 9
USP THDH26-3 1
MODEL ANASTASIA
ELEVATION COASTAL
j
r r r T- — -r T -T
CIRAwN a
LOT #
RAS
CAT
FIRST FLOOR LAYOUT L
ID Length Pmdud Plies N
SCALE: NTS r�uj �uu-uu I jjq x 16 LVL 2 07/1 4/20 1 5
093 —:R
730
rn B-C
C> BUILDING QDMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE ZOS
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529. 1 406
BEARIN13 HEIGHTS
p p p �p �4 Tp Up p TJ� 4 Ll-
f 4-4-4-4- R��L
9 1- 1 1 /B"
M 21 1 0'- 1 1 /B
S 11
I C), 7
CO)
M
1 2'- 1 1 /B'I
SECOND FLOOR LAYOUT THIS IS A TRUSS PLACEMENT
DIAGRAM ONLY.
SCALE: NTS These trusses are designed as
individual building components to be
Incorporated Into the building design at
the specification of the building
designer.See individual design sheets
for each truss design Identified on the
placement drawing.The building
designer is responsible for temporary
and permanent bracing of the roof and
floor system and for the overall
Fi 71 structure.The design of the truss
support structure including headers,
beams,walls,and columns Is the
p p p p p 41- p pip 4 4 i 4 pl 4 p 4 4 l� 4 s 4 4 responsibility,of the building designer.
For general guidance regarding
4-
bracing,consult'Bracing of Wood
Trusses"available from the Truss Plate
Institute,583 D'Onifrio Drive;Madison,
WI 53179.
ATTENTION.
2 r Refer to truss layout and engineering
documents that anive with delivered
field trusses.
Unless noted otherwise,all beams are
USP JUS24 8 by others.
USE THD26 6
CLIENT TOI-L BROTHERS
El�
F
SUBDIVISION ATLANTic BEACH
HERITAGE
DH2�3
USE TZ... 1 MODEL ANASTASIA
ELEVATION COASTAI-
q lip p p 7[, , , =11 '5 p p skkkipp
9 RAWN By
L LOT #
RAS
z
FIRST FLOOR LAYOUT Beams DATE
Net a
SCALE: NTS AD-01 �J�314�SX'16 LVE-- 2 2 07/14/20IS
093
B-C
C> BUILDING QOMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE ZOS
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529. 1 406
BEARIN13 HEIGHTS
4-4-4-4-
9 1 1 /B"
M 21 10'- 1 I /B
11
I C), 7
��A CO)
M
9.4�=L 1 2'- 1 1 /B 11
SECOND FLOOR LAYOUT THIS IS A TRUSS PLACEMENT
DIAGRAM ONLY.
SCALE: NTS These trusses are designed as
individual building components to be
Incorporated Into the building design at
the specification of the building
designer.See individual design sheets
for each truss design Identified on the
placement drawing.The building
designer is responsible for temporary
and permanent bracing of the roof and
floor system and for the overall
71 structure.The design of the truss
responsibility,of the building designer.
For general guidance regarding
bracing,consult'Bracing of Wood
Trusses"available from the Truss Plate
'a, Institute,583 D'Onifrio Drive;Madison,
WI 53179.
ATTENTION.
Ell
r If Refer to truss layout and engineering
documents that arrive with delivered
field trusses.
7 711 Mimut P.d.d Qty
Unless noted otherwise,all beams are
by others.
I us 8
lisp THD26 6
L 7
E- CLIENT TOI-L BROTHERS
ATLANTic BEACH
SUBDIVISION HERITAGE
UlsV MSH422
44+11 — i DH2�3
USE TZ... 1 MODEL ANASTASIA
ELEVATION COASTAI-
ip 0 4 5 p p ;'
lip p p p p p 5 p 4 p p
T.
RAS
LOT # DRAWN BY
DATE
FIRST FLOOR LAYOUT Beams .7
IU Em'm I.... Plies N
I.El l-EEEE� I.1� s I. LEL nV1 07/14/201S
SCALE: NTS 093
B-C
C> BUILDING QOMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE ZOS
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529. 1 406
BEARIN13 HEIGHTS
4-4-4-4-
9 1- 1 1 /B"
21 1 0'- 1 1 /B
I C), 7 11
I,�A CO)
EEL LLLI�' M 1 2'- 1 1 /B'I
SECOND FLOOR LAYOUT THIS IS A TRUSS PLACEMENT
DIAGRAM ONLY.
SCALE: NTS These trusses are designed as
individual building components to be
Incorporated Into the building design at
the specification of the building
designer.See individual design sheets
for each truss design Identified on the
placement drawing.The building
designer is responsible for temporary
and permanent bracing of the roof and
floor system and for the overall
Fi structure.The design of the truss
beams,walls,and columns Is the
responsibility of the building designer.
For general guidance regarding
bracing,consult'Bracing of Wood
Trusses"available from the Truss Plate
Institute,583 D'Onifrio Drive;Madison,
WI 53179.
ATTENTION.
r
Refer to truss layout and engineering
documents that arrive with delivered
T�ss Connedor L field trusses.
Qty
7 Menu Unless noted otherwise,all beams are
USP JUSN 8 by others.
USE THD26 6
CLIENT TOI-L BROTHERS
El- Tsa
ATLANTic BEACH
SUBDIVISION
HERITAGE
USE THDZ2Z'3 1 MODEL ANASTASIA
MEN
ELEVATION COASTAL
55
a2
DRAWN BY
LOT # RAS
DATE
FIRST FLOOR LAYOUT Beams ' .1 1
". a'.V 07/14/201S
L �12
SCALE: NTS 1 LV 093 RKF
6730