05-548-002r
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REMOVE EXISTING ENCLOSURE &
CONCRETE SLAB IN CONFLICT WITH
NEW CONSTRUCTION.
L LJ LJ L
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PORCH REMOVE EXISTING DOORS TO I
I PROVIDE OPENINGS. PATCH j
AND REPAIR AS REQUIRED. L I
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LIVING ROOM
CUT OPENING FOR NEW WINDOW (SEE
FLOOR PLAN). PATCH AND REPAIR TO
MATCH EXISTING.
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REMOVE EXITING L —
COUNTERS & I
I I I APPLIANCES TO I
RECEIVE NEW-
T I I SEE FLOOR PLAN U- —
I I I FOR LAYOUT. I
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f ' ' KITCHEN
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REMOVE WINDOW & WALL I I I
BELOW TO RECEIVE NEW I I I
ENTRY DOORS.
REMOVE EXITING WINDOW
TO PROVIDE NEW OPENING
AND BLOCK -UP AS NOTED
ON FLOOR PLAN. FOYER
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STORAGE / / \ \ REMOVE EXISTING DOOR & PARTIAL
/ \ \ WALL TO RECEIVE NEW WINDOW. ENTRY
/ r BLOCK -UP AS REQUIRED. PATCH &
REPAIR TO MATCH EXITING.
/ REMOVE EXITING CARPORT
ENCLOSURE & STORAGE.
\ \ CARPORT /
MOEMOUTON
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G�D�O�ON N�N�
1. CAREFULLY PROTECT SURFACES ADJACENT TO THOSE BEING REMOVED. CONTRACTOR IS TO REPAIR OR
REPLACE DAMAGED SURFACES TO MATCH EXISTING FINISH.
2. REMOVE EXISTING SERVICES (ELECTRICAL, PLUMBING) TO BE ABANDONNED.
REMOVE EXISTING WINDOWS
TO RECEIVE NEW WINDOWS. PATCH
AND REPAIR TO MATCH EXISTING.
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GENERAL
1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ANY
OTHER RULES OR REGULATIONS INFORCE AT THE PLACE OF THE PROJECT.
2. PATCH AND REPAIR ALL SURFACES AS REQ'D.
3. CLOSE OFF AREAS NOT AFFECTED BY CONSTRUCTION TO PREVENT INFILTRATION OF DUST AND
CONSTRUCTION DEBRIS.
4. CLEAN JOB SITE OF ALL CONSTRUCTION DEBRIS, AND REMOVE SUCH DEBRIS WITHOUT USING
REGULAR MUNICIPAL TRASH REMOVAL.
5. POUR NEW FLOOR 4' CONC. SLAB W /4 "x4" WWM IN NEW SPACE. (SEE FOUNDATION PLAN
FOR AREAS TO BE LEVEL TO MATCH EXISTING)
6. PROVIDE BRACING AS REQ'D TO MAINTAIN STRUCTURAL STABILITY DURING CONSTRUCTION.
7. BLOCK INFILL TO MATCH ADJACENT BLOCK AND STUCCO SURFACES.
8. PAINT ALL NEW AND EXISTING ADJACENT SURFACES TO MATCH EXISTING.
9. PRODUCT CONTROL APPROVED DOORS, ALUMN. & GLASS WINDOW AND SHUTTERS FOR ALL NEW
EXTERIOR DOORS AND WIDOWS.
10. ALL HORIZONTAL FRAMING LUMBER SHALL BE MIN. HEM FIR #2 (MIN. FB -1150 PSI REPETITIVE).
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
11. CONCRETE FOR FOUNDATION SHALL BE MIN. F'C - 2500 PSI. ALL OTHER
CONCRETE SHALL BE MIN. F'C - 3000 PSI. ALL REBAR SHALL BE GRADE 60.
12. LAYOUT ENTIRE PROJECT BEFORE PROCEEDING WITH CONSTRUCTION AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES IN DIMENSIONS.
REFER TO SHEET A3-0 FOR DOOR SCHEDULE.
FLOOR PLAN KEYNOTES:
0 EXISTING CMU WALL TO RAMAIN
2O NEW 8" CMU WALL WITH STUCCO ON EXTERIOR FACE
TO MATCH EXISTING & 1/2" GYPSUM BOARD ON 1X2
P.T. WOOD FURRING W/ R -5 INSULATION ON EXTERIOR
SIDE.
0 NEW 8" CMU WALL W/ STUCCO ON EXTERIOR FACE
TO MATCH EXISTING & SKIM COAT OF STUCCO ON
INTERIOR SIDE OF GARAGE.
4O 8 "X16" CONC. COLUMN WITH 4#5'S VERT & #3 TIES
G 12" Q.C.
5O 8 "X12" CONC. COLUMN WITH 4#5'S VERT & #3 TIES
S 12" O.C.
6O 1 #5 VERT. BAR GROUTED SOLID S EACH SIDE OF
OPENINGS CONTINUOUS FROM FOOTING TO TIE BEAM
(ALL SPLICES, WHERE NEEDED, SHALL BE 30" MIN.)
O A/C COMPRESSOR & PAD SET G MIN. FLOOD ELEV.
SEE SITE PLAN & FOUNDATION PLAN
8O EXISTING INTERIOR FRAME WALL TO REMAIN.
9O 2X4 WOOD FRAME WALL W/ 112" DRYWALL EA /SIDE
10 2X8 WOOD FRAME INFILL WALL W/ 1/2" DRYWALL
EACH SIDE.
O R -11 BATT INSULATION
12 RELOCATED EXISTING WATER HEATER
13 8 "X20' CONC. TIE BEAM W/ 2 #7'S TOP & BOTTOM
WITH #3 STIRRUPS G 10' O.C.
14 EXISTING TIE BEAM TO REMAIN.
15 8 'X12' CONC. TIE BEAM W/ TIE BEAM W/ 4#5'S CONT.
& 2#5'S BENT 30" EACH WAY 6 CORNERS W/ 4#3
TIES 812' O.C. AT CORNERS AND AT EACH BEND AND
AT 48" O.C. ELSE- WHERE. CONTINUITY IN REINFORCE -
MENT FOR STRAIGHT RUNS SHALL BE PROVIDED BY
LAPPING SPLICES NOT LESS THAN 18". DROP HEADER
9 OPENINGS.
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COMPL1Ea WITH-F3C - CHAPTER 34
VISTING, 6UIZ DWGS) FBC 3401.8.2.2.3
. . . . . . . . . L A-
NEW BUILDING AREA: - - 2,247 S.F.
- 1.16
EXISTING BUILLI-ING AREA= 1,938 S.F.
16% INCREASE < 25%
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AHU- DUCTLESS WALL MONTED MINI -SPLIT SYSTEM
(SEE MECHANICAL SHEET M -0)
DECORATIVE COLUMN COVER.
3 112" X 3 112" X 3/16" STL. COL. (CONC. FILLED)
ALUMN. SCREEN ENCLOSURE FRAMING.
i
SCREEN ENCLOSURE
DECORATIVE CONCRETE COLUMN
DECORATIVE HALF COLUMN (CONCRETE)
WOOD TRELLIS (SEE ROOF FRAMING PLAN FOR
ADDITIONAL INFORMATION)
2 "X6" WOOD JAMB (P.T.) SEE DETAIL 6/A4 -0
(E) ELECTRICAL PANEL
(E) ELECTRICAL METER
COMM N0:
05 -008
DATE:
FEB. 16, 2005
DRAWN BY:
CADD
R�111SIONS:
1� MAY 5, 2005
hoc. DEPT. REVISIONS)
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