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r" BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 208
CM> GREEN COVE 5PRINS5, rL 32045
0: 904.297.9390
F: 904.529. 1 406
BEARINs HEIGHTS
10 1- 1 1 /E3'1
12-'- 1 1 /13
20, - 7
18 1 1
CEILING
TWO STORY THIS IS A TRUSS PLACEMENT
FOYER DIAGRAM ONLY.
These trusses am designed as
individual building components to be
incorporated into the building design at
the specification of the building
G,
designer.See individual design sheets
for each truss design identified on the
placement drawing.The building
Wf f designer is responsible for temporary
and permanent bracing of the roof and
—T— I- floor system and for the overall
ru . a a gn a as
suppo structure including headers,
beams,walls,and columns is the
Li responsibility of the building designer.
For general guidance regarding
bracing,consult"Bracing of Wood
Trusses"available from the Truss Plate
+
Institute,583 D'Oniftio Drive; Madison,
WI 53179.
ATTENTION.
I,
sm �om Refer to truss layout and engineering
AT �10 documents that arrive with delivered
field trusses.
Unless noted otherwise,all beams are
Pld2
P�
�P�21 N110
4x
W 2 2 by thers.
USP THD26� 4
LVL
......... 2 LISP THDG�"F I
LISP �011� ; �: TOLL RE
USP THUH2�2 CLIENT BROTHE
L.P THDN' 1
USP T�.� is ATLANTIC BEACH
SUBDIVISION AMBA56ADOR
MODEL CATALINA
ELEVATION SHINGLE
LOT # DRAWN BY
RAS
DATE
SECOND FLOOR LAYOUT FIRST FLOOR LAYOUT 05/1 3/21:11 51
SCALE: NTS SCALE: NTS 119 REF#
BCS
r" BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 208
CM> GREEN COVE 5PRINS5, rL 32045
C> 0: 904.297.9390
F: 904.529. 1 406
BEARINs HEIGHTS
10 1- 1 1 /E3'1
11
2'- 1 1 /E3
20, - 7 11
18 1 1
CEILING 25' - 7 11
CEILING
TWO STORY THIS IS A TRUSS PLACEMENT
FOYER
4-
DIAGRAM ONLY.
These trusses am designed as
individual building components to be
r7 the specification of the building
T-1 incorporated into the building design at
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 an r a overa
4 4 4 structure.The design of the truss
support structure including headem,
beams,walls,and columns is the
Lil —1 responsibility of the building designer.
For general guidance regarding
bracing,consult"Bracing of Wood
Trusses"available from the Truss Plate
IF + Institute,583 D'Oniftio Drive; Madison,
WI 53179.
44- ATTENTION.
SIM �T M Refer to truss layout and engineering
AT 0 documents that arrive with delivered
_FWr field trusses.
TmssCor-d.ILI1t Unless noted otherwise,all beams are
�du
M.�� ��dud QIY
�USPS24 10 by thers.
Tz. 14 USP THD2'� 4
LISP THM�-21F
USP �DHG�2 I CLIENT TOLL
USP THHH2�3 BROTHERS
L.P THI
USP T�.� is ATLANTIC BEACH
SUBDIVISION AMSA5SADOR
MODEL CATALINA
ELEVATION SHINGLE
LOT # DRAWN BY
RAS
DATE
SECOND FLOOR LAYOUT FIRST FLOOR LAYOUT 05/13/2015
SCALE: NTS SCALE: NTS 119 REF#
703 S