1753 MARITIME OAK DR - MISC DWG L -���..��" i NOTES ®.....o�..�:...
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ry 9 -PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY
5.3.61 2 -INC.OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS.TYPICAL UNLESS
ROOFING PER 5.3.6 NOTED OTHERWISE.
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om
2 ) _ SYS -LOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH
ELEVATION.
8� 3 536 (--------------
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"CORAL-LIGHT'ORE UAL PRE-FlNISHED.
FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS
EE 5 2.6 CRICKET AS REQ. - 3 U.N.O.
o 701 -PRE-CAST SIONE APPLICATIONS;SHALL BE STONE CAST'FROM FOAM
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5.3.6 '3'fi FACTORY INC.OR EQUAL,AND INSTALLED AS PER MANUFACTURER SPECS. nn``
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m TOP OF PLATE _ _ _�_ 1X4 CEMENITROUS TRIMWORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST m
TRIM INTO THE UNDERSIDE OF THE OPENING.
m =-
...
1X6 CEMENITTIOUS B METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO ^ "P
o TRIM W/5/4z BI TYP. BE FAUX WROUGHT IRON ALUMINUM.
o < 4"CEMENRTIOUS TNM LL'
THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS,ANY
MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER.0 w g
w
080 ® m
THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE
03o c DD�Q - D� DD�Q SUB-CONTRACTOR/MANUFACTURER AND THE ARCHITECT/DESIGNER IN
,.
3 m m - TOPLATE WHICH ALLRIOR TT L APPLICATIONS WILL BE COORDINATED AND .+ a
o 0 o 2nd FIN FUR. _ — i _ _ _ _ APPROVED PRIOR TOO INSTALLATION. x v
or o n q TO PLATE FLASHING -_r r _ '_ _ - -ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH S� a q .CA
WEB 8 _- _ - _ LIGHTS WITH TOLL BROTHERS P.M.
0
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ol
50
o'�'Jm` FIN.FUR
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as - d'XB"CEMENITTIOUS 1'X4"CEMENRi30U5
FLASHING OPAMEA
wm TRIM OW.) TRIM CTYP.) 2 4 , 6 9 F MEZ
.ado .3.6 TYP. .3.6 5.3.fi .36 "r
2.6 -
CHECKED BY
S.VANCLEAVE
gas FRONT ELEVATION SCALE
w SCALE',1/4"=V-0" SHINGLE AS
NOTED
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SHEET DATE
do 03-27-15
w m b
o - SHEET RMSION INFO
ROOFING
CONTRACTE(T•R) QRFl 4109680 SF 06-04-15
®RFI#112025 F.M.06-30-1
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CRIGXET
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SEi REVISION INFO
mow AS REQ
o= TOP OF PLATE
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A SHEET DESCRIPTION
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BE o 36 z FLASHING ^- - FRONT&SIDE
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m��z , � ELEVATIONS
qq¢w o - AND NOTES
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POP PLATE
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�w omi� �• '' I I 1 - �I PROJECT NAME
EB yq ATLANTIC BEACH
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AMBASSADOR
m m ® DUVAL COUNTY
S z o z e m �. - TBI
NUOCK 119
z z z LL y i TBI NUMBER 119
E i o " i., �� MODEL
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I i CRTALINA
__r. FIN FUR M'R.CZITll11 E.`/A-
j� ELEVATION NAME
'Lu ..SHINGLE
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v' zs?z 53.6 3.fi 5.26 .2.6 .2.6 . ID -
g k LZ SHEET NUMBER
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RIGHT ELEVATIONsHmcLE REFER TO SHEET A5.2.62 AND A5.3.62 A5.62
�- owm suLel/4' V-0` METAL ROOF SYSTEM E
FOR ADDITIONAL NOTES AND DETAILS w
d o o w J ERIAL NUMBER 1010;0
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rT1
C> BCS
BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 208
GREEN COVE SPRINGS, FL 32043
0: 904.2.97.9390
-- "B MSCHEDULE Floor Toss Connector List Roof Truss Connector List F: 904.529. 1 406
PIMID Length Pmtluct Plies Manuf Pmtluet Ory Manuf mtlud Cty�
get 8-00-00 onCEN ER®LVL 2.0E 1 314 x 16' 2 USP MSH422 2 USP dUs24 5 -
BM2 12-00-00 onCENTERS LVL 2.0E 1 314 x 16' 2 USP TH026 3 USP THD26 42 A L�
BM3 20-00-00 onCENTER®LVL 2AE 13/4x16 2 .USP THD212 1' USP THDH26-21 GEARING HEIGHTS
BM4 24-00-00 onCENTER®LVL 2.0E 1 314 x i6" 2 USP THD46 8 USP THD28 i
USP THD48 1 -
--_—__— — 10 1- 1 1 /811
I Is
i
lit-
,
'PARAPET
L 9, e a $ 1 9'-7
t 7 '1 /8"
it
l
191-8 .5/811
,III
$ „
Z❑
ALL HIP JACKS SET BACK 3/4' - -
7
FROM HIP RIDGES LINE $
ea
,m
o a o $ I
`s s III THIS IS A TRUSSPLACEMENT
B II a °0 3-112° OPENTO DIAGRAM ONLY.
ro CHolxosABOVE % These trusses are designed as
_ 1 re ®i_ - g -II individual building components to be
$ -F,� I VIII, cl.c I incorporated into the building design at
the specification of the building
designer.See individualdesignsheets
_ TMon
I
i
for each truss design Identified on the
w a� PARAPET emplacement drawing.The building
designer is responsible for temporary
ME III and permanent bracing of the roof and
,"assesXe
a
$ eO �n s ° �' g floor system and for the overall
PITCH CUT
-nnln ncceaa REOUR D structure.The design of the truss
x a i 8 t FOR D a support structure including headers,
beams walls and columns is the
responsibility of the building designer.
Int, For general guidance regarding
bracing,consult"Bracing of Wood
,qm $ Trusses"available from the Truss Plate
$ Institute,583 D'Onifdo Drive;Madison,
rmWI 53179.
si - �- .
«_d � ATTENTION.
- �14p Refer to truss layout and engineering
D delivered
I 1=1 I CM 1211
1P, documents that arrive with
field trusses:
Unless noted otherwise;all beams are
by others.. . .
CLIENT TOLL BROTHERS
SUBDIvisioN ATLANTIC BEACH
MODEL CATALINA
ELEVATION CARIBBEAN
LOT #.. PRAWN BY
C EI
DATE
SECOND FLOOR LAYOUT FIRST FLOOR LAYOUT ❑5/21/2015
SCALE: NT SCALE: NTS
101 REF#
i. 70 3 6
r
rT1
C> BCS
BUILDING COMPONENT SUPPLY, INC.
4627 JP HALL BLVD. SUITE 208
GREEN COVE SPRINGS, FL 32043
0: 904.2.97.9390
-- "B MSCHEDULE Floor Toss Connector List Roof Truss Connector List F: 904.529. 1 406
PIMID Length Pmtluct Plies Manuf Pmtluet Ory Manuf mtlud Cty�
get 8-00-00 onCEN ER®LVL 2.0E 1 314 x 16' 2 USP MSH422 2 USP dUs24 5 -
BM2 12-00-00 onCENTERS LVL 2.0E 1 314 x 16' 2 USP TH026 3 USP THD26 42 A L�
BM3 20-00-00 onCENTER®LVL 2AE 13/4x16 2 .USP THD212 1' USP THDH26-21 GEARING HEIGHTS
BM4 24-00-00 onCENTER®LVL 2.0E 1 314 x i6" 2 USP THD46 8 USP THD28 i
USP THD48 1 -
--_—__— — 10 1- 1 1 /811
I Is
i
lit-
,
'PARAPET
L 9, e a $ 1 9'-7
t 7 '1 /8"
it
l
191-8 .5/811
,III
$ „
Z❑
ALL HIP JACKS SET BACK 3/4' - -
7
FROM HIP RIDGES LINE $
ea
,m
o a o $ I
`s s III THIS IS A TRUSSPLACEMENT
B II a °0 3-112° OPENTO DIAGRAM ONLY.
ro CHolxosABOVE % These trusses are designed as
_ 1 re ®i_ - g -II individual building components to be
$ -F,� I VIII, cl.c I incorporated into the building design at
the specification of the building
designer.See individualdesignsheets
_ TMon
I
i
for each truss design Identified on the
w a� PARAPET emplacement drawing.The building
designer is responsible for temporary
ME III and permanent bracing of the roof and
,"assesXe
a
$ eO �n s ° �' g floor system and for the overall
PITCH CUT
-nnln ncceaa REOUR D structure.The design of the truss
x a i 8 t FOR D a support structure including headers,
beams walls and columns is the
responsibility of the building designer.
Int, For general guidance regarding
bracing,consult"Bracing of Wood
,qm $ Trusses"available from the Truss Plate
$ Institute,583 D'Onifdo Drive;Madison,
rmWI 53179.
si - �- .
«_d � ATTENTION.
- �14p Refer to truss layout and engineering
D delivered
I 1=1 I CM 1211
1P, documents that arrive with
field trusses:
Unless noted otherwise;all beams are
by others.. . .
CLIENT TOLL BROTHERS
SUBDIvisioN ATLANTIC BEACH
MODEL CATALINA
ELEVATION CARIBBEAN
LOT #.. PRAWN BY
C EI
DATE
SECOND FLOOR LAYOUT FIRST FLOOR LAYOUT ❑5/21/2015
SCALE: NT SCALE: NTS
101 REF#
i. 70 3 6