SELVA MARINA 1785 - A�o el � . circ �, [1 f,a C f� 6�"� l �J 171E .
.' REMOVE DRYWALL OF
CEILING AS REQUIRED
- TO REPAIR CEILING
R WALL AND REMOVE STUDY CAROL
PATCH ILING
REMOVE SCUPPER & PATCH
HOEL FOR .REBOQFING
I MATCH EXISTING STUCCO.
REMOVE.SLIDER -dc f
• GLAZING. '
C NC. BEAM
&, CCO W/ THIS DOCUMENT IS AN INSTRUMENT OF
C S STUCCO i SERVICE,AND IS THE PROPERTY OF
TO . TCH ISTING JAMES R.MCCUE 8t ASSOCIATES.ANY
WALLS USE OR REPRODUCTIONS WITHOUT THE
AFTER ROOF HAS BEEN EXPRESS WRITTEN PERMISSION OF THE
INSTALLED MO E TERRACE ABOVE MENTIONED PARTIES IS
& SUPPORTIN UCTURE IN / STRICTLY PROHIBITED.
THIS AREA
PORTION OF E ST TURE O
FOR THE N MEZZANI / STUDY Qc COPYRIGHT 2002
CUT H IN GUARD
CLIENT:
TO 71E TO
ACCOMM o STRUCTURE JASON RODRIQUEZ
OF NEW R00 OPEN WALLS O BEAM BEARING
RL LAC ALL WATER POINTS TO DECIDE CHANGES
D G D STRUCTURAL - NECESSARY FOR NEW ROOF
WOOD THAT IS TO REMAIN FRAMING
REMOVE EXISTING ROOF &
REPLACE W/ S.S. METAL
REMOVE & REPAIR - ROOD CONSULTANTS:
CEILING DRYWALL
THIS AREA -
REMOVE SCUPPERS, PATCH REMOVE SCUPPER & PATCH
� HOLE & PREPARE FOR HOEL FOR REROOFING
NEW STUCCE (MATCH EXISTING MATCH EXISTING STUCCO.
STUCCO)
ol
GROUND FLOOR DEMOLITION PLAN 2ND FLOOR DEMOLITION PLAN
1/0' sit-ow 1/80 r-on
3
�.o James R. McCue
& ASSOCIATES ARCHITECTS
REMOVE SCUPPER & PREPARE WALL 0 E REMOVED A Architect AR 11214
WALL TO BE CLOSED W/2x4 P.T. ;� i X1.1
FRAMING, 7/16 O.S.B., PAPER 420 S. 3 RD. STREET
BACKED LATHE AND CEMENTITIOUS JACKSONVILLE BEACH,
STUCCO TO MATCH EXISTING WALLS N L HEIGHT
wAA DS TO FLORIDA 32250
ROOF UCTURE
>, ABO TEL.(904)241-8800
Q \ mccarch@bellsouth.net
NEW W/ .GLAZED
Q
ROOF A
o ; , SHEET CONTENT:
o i GROUND FLOOR
DEMOLITION PLAN,
G o j SECOND FLOOR
00
42" F.F.
DEMOLITION PLAN,
ROOF DEMOLITION PLAN
WOOD MATCHES FLOOR,
/ EXISTING HANDRAIL & ■
a
r2k) , STAIR
GUARD T 42"
OPEN ROOF TO ALLOW �\ OPEN BELOW PROJECT.
o EXTENSION OF CHIMNEY
REMOVE SCUPPERS & -PREPARE \� \\` 2x2 WOODEN BALUSTERS c° REROOFING OF
WALLTo BE CLOSED w/2x4 P.T. O 4 1/2- O.C. RODRIQUEZ RESIDENCE
No FRAMING, " 7/16 O.S.B.. PAPER
' o BACKED LATHE AND CEMENTITIOUS 1785 SELVA MARINA DR.
STUCCO TO MATCH EXISTING.WALLS ' BEAM CLEAN OPNAFTER ATLANTIC BEACH,
� — REMOVAL OF ROOF FLORIDA
PII/ �
REMOVE-SCU RS PREPARE -�
o WALL TO BE C SED W/2x4 P.T. CONSTRUCT NEW WALL TO BEAR EXISTING STRUCTURE
_ FINAL REVISION
• FRAMING, 7/16 .8., PAPER OVER FRAMING OF CLOSET AREA - RELEASE DATE
Q BACKED LATHE AN EMENTITIOUS
STUCCO TO MATC ING WALLS
-D I ALO
o
LOWER EXISTING WALL TO ALLOW A SECTION s��u�: AS NOTED
Q PORCH OVERFRAMING TO EXTEND ji X1.0 9/4" 1'-0" BBG
OVER CLOSET AREA
tr,f t;f5l6 ': JRMc
o I j
/ �.�` . �� r7nr�: 11/11/02
CD UQg; PREPARE ALL ROOF PENETRATING / 2ND FLOOR PLAN �,•.; ,�' 011-02
I REMOVE SCUPPER & PREPARE VENTS TO BE EXTENDED VERTICALLY
WALL TO BE CLOSED W/2x4 P.T. THROUGH NEW ROOF
p FRAMING, 7/16 O.S.B., PAPER '� �, w , •:.�;j b': G�'rWG, FLE:
� 011-02-A0.1
BACKED LATHE AND CEMENTITIOUS
a 11 14. : SNEEr:
STUCCO TO MATCH EXISTING WALLS ROOF DEMOLITION PLAN .. h i 4. . 4 ;
0 1/80 10-ON
A/ DENQTES DEMOLITION AREA
o
• � •
51fEf 2 O 7 9fEf5
TIE DOWN
SEE STRUCTURAL.TIE # PAT
DOWN SCHEDULE FOR
ALL TIE DOWNS g
j
1
S.S. MTL
AIR ROOF (TYP)
I
DRIP' EDGE
3" TO MATCH S.S. ROOF J j V
V
ON 2x6 FASCIA SPACED G 'a o
W/ (2) P.T. 1 z2'S
(CURF THE LOWER 1x4 °
°
W/ 1/4" SLATS O 2'-0"
AND PROVIDE AMVINYL » ° °
PERFORATE 3/4 x3/4 x3 _- �_ ° o
O 2'-0" O.C. STANDING
SEAM METAL ROOF TO
PROVIDE VENT SCREENING THIS DOCUMENT IS AN INSTRUMENT OF
iIAm-
NV—
SERVICE.AND IS THE PROPERTY OF
JAMES R.MCCUE&ASSOCIATES.ANY .
1/1 V \ �, t—t/2:1s USE OR REPRODUCTIONS WITHOUT THE
VENTING — R R EXPRESS WRITTEN PERMISSION OF THE
BREAK METAL COVERS 2x6 '? t ti ABOVE MENTIONED PARTIES IS
PERFORATED <1 1/2"x 1 1/2* - I i ��� �U 10
I `� � � � STRICTLY PROHIBITED.
ALLOWS VENTING 1 1/2-
-
c0 COPYRIGHT 2002
f I GLASS ROOF
V
5/8" PAINTED STUCCO ! i \
CLIENT:
ON PAPERBACKED METAL
LATHE ON 7/16" O.S.B. ( I I
i 1_1/212 \ JASON RODRIQUEZ
i ! I V
I
CONSULTANTS:
s DETAIL may, `�� •,, i
- X1.1 1 1/8" = i'-0" � '`�� � • _ � �`�
TIE DOWN
SEE STRUCTURAL TIE 2 ��
DOWN SCHEDULE FOR
ALL TIE DOWNS 611 fi13t ; i
R
1-112 R 4�
AIR
James R. McCue
N I! I & ASSOCIATES ARCHITECTS
Architect AR 11214
STRucTRUE 420 S. 3 RD. STREET
= EXISTING STRUCTURE R i 7FLORIDNVILLEBEA�
/ �•B TEL.(904)241-8800
X1.1
// l mcc=h@bellsouth.net
BEAM
o
EXISTING TIE BEAM SHEET CONTENT:
r
ROOF PLAN & DETAILS
i
B DETAIL TYPICAL NEW PARAPET SECTION
ROOF PLAN
_
�.l9/4" = 1'-0" 9/16' = 1'-0"
s
o PROJECT:
TIE DOWN - REROOFING OF
N SEE STRUCTURAL TIE '
DOWN SCHEDULE FOR DRIP EDGE - RODRIQUEZ RESIDENCE
�
ALL TIE DOWNS 3» DRIP TO MATCH
2x8
S.S. METAL ROOF 1785 SELVA MARINA DR.
s ° 2'-0• o ATLANTIC BEACH,
i o FLORIDA
c
N
CLADDING - FINAL REVISION
Q METAL CLADDING ON 30#
FELT ON 5/8" C.D.X. RELEASE DATE
PLYWOOD
2x4'S O 2'-0" O.C. a
STRUCTRUE
EXISTING STRUCTURE iv SCPLE: AS NOTED
¢I i 4'-6 1/2" \
N r�wrv: BBG
! 4'-0" 1 1/2-
SOFFIT — IsIGN: JRMc
PERFORATED VINYL
CD ON 1x2 s 01 —4 O.C. PATE: 11/11/02
NON 2x4 OUTLOOKERS
C O 2'-0" O.C. F
.�No: 011-02
DETAIL f.
I C _ • 7E . r. � ,
D .l u 9/4• = 1•-0" ="F `� 011-02-A 1.1
C i� < — A; 1 21'4
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