DRAWINGS3
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AARK #1 S.E. 34th AVENUE SITE BENCHMARK
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15.47
FOUND 1/2fl
IRON ROD
AE35REV IATION5
@
' ,N
90"00'00" E 63.00'
CAST IRON
ELEC.
ELECTRICAL
MGT.
HEIGHT
N.I.C.
NOT IN CONTRACT
S.B.
SPLASH BLOCK W.I. WROUGHT IRON
ACT
ACOUSTICAL TILE
CER.
CERAMIC
EX. EXIST.
OF LOT 6
HRD'R.
HARDENER
CONC.
NUMBER
SCH.
SCHEDULE WD. WOOD
DRIVE
ADJUSTABLE
CLG.
CEILING
EXP.
EXPOSED or EXPANSION
H.C.
HOLLOW CORE
y
NOMINAL
SEC.
SECTION W.W.F. WELDED WIRE FABRIC
A.B.
a
F
C.O.
CLEAN OUT
F.E.
FIRE EXTINGUISHER
H.M.
7.6
'
gg
C
SHED
SOLID CORE
A.C.
7.5
CONC.
CONCRETE
.3
FINISHED FLOOR
H.V.A.C.
0.
."GARAGE
f'
E
STRAIGHT VINYL BASE
COD
ALUMINUM
COL.
COLUMN
FIN.
FINISH
INSUL.
INSULATION
O.W.
OPEN WEB
1 STORY
.�
ALT.
AREA OF WORK (HATCHED)
CONT.
CONTINUOUS
PLR.
FLOOR
AE35REV IATION5
@
AT
C.I.
CAST IRON
ELEC.
ELECTRICAL
MGT.
HEIGHT
N.I.C.
NOT IN CONTRACT
S.B.
SPLASH BLOCK W.I. WROUGHT IRON
ACT
ACOUSTICAL TILE
CER.
CERAMIC
EX. EXIST.
EXISTING
HRD'R.
HARDENER
NO.
NUMBER
SCH.
SCHEDULE WD. WOOD
ADJ
ADJUSTABLE
CLG.
CEILING
EXP.
EXPOSED or EXPANSION
H.C.
HOLLOW CORE
NOM.
NOMINAL
SEC.
SECTION W.W.F. WELDED WIRE FABRIC
A.B.
ANCHOR BOLT
C.O.
CLEAN OUT
F.E.
FIRE EXTINGUISHER
H.M.
HOLLOW METAL
O.C.
ON CENTER
S.C.
SOLID CORE
A.C.
AIR CONDITIONING
CONC.
CONCRETE
F.F.
FINISHED FLOOR
H.V.A.C.
HEATING, VENTILATING * AIR CONDITIONING
OPG.
OPENING
S.V.B.
STRAIGHT VINYL BASE
ALUM.
ALUMINUM
COL.
COLUMN
FIN.
FINISH
INSUL.
INSULATION
O.W.
OPEN WEB
SPEC.
SPECIFICATION
ALT.
ALTERNATE
CONT.
CONTINUOUS
PLR.
FLOOR
INV.
INVERT
P.C.
PLUMBING CONTRACTOR
T.O.F.
TOP OF FOOTING
BD.
BOARD
DET.
DETAIL
F.S.
FULL SIZE
LAM.
LAMINATED
R
PLATE
T.O.P.
TOP OF PLATE
BLDG.
BUILDING
DN.
DOWN
FT.
FOOT or FEET
MAT.
MATERIAL
PLAS.
PLASTER
T.O.S.
TOP OF STEEL
B. M.
BENCH MARK
DK.
DECK
FTG.
FOOTING
M.C.
MECHANICAL CONTRACTOR
PT.
PAINT
TYP.
TYPICAL
BRG.
BRIDGING or BEARING
D.S.
DOWN SPOUT
G.C.
GENERAL CONTRACTOR
M.H.
MAN HOLE
P.S.I.
POUNDS PER SQUARE INCH
THK.
THICK or THICKNESS
C/C
CENTER TO CENTER
D.W.
DRY WALL
GL.
GLASS or GLAZING
MLDG.
MOULDING
R.A.
RETURN AIR
T*G
TONGUE AND GROOVE
CL
CENTER LINE
DWG.
DRAWING
G.PT.
GLAZED PAINT
MTL. MET.
METAL
RM.
ROOM
V.G.T.
VINYL COMPOSITION TILE
CAB.
CABINET
E.C.
ELECTRICAL CONTRACTOR
GYP.
GYPSUM
MIN.
MINIMUM
REQ'D.
REQUIRED
V.C.B.
VINYL COVE BASE
C.B.
CATCH BASIN
EL. ELEV.
ELEVATION
H.B.
HOSE BIB
M.T.
METAL THRESHOLD
REIN.
REINFORCING
W/
WITH
430
SE 34th Avenue -Steven W—'71
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AR00178 4
Boynton Beach, FL 33435
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PROJECT DESCRIPTION: V)W
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THESE PLANS ARE PREPARED AND SUBMITTED TO CONVERT A PORTION OF W -
THE EXISTING GARAGE INTO LIVING SPACE (A BEDROOM) > _
THE EXISTING GARAGE WILL BECOME A SMALL UTILITY ROOM (EX. O.H. W Uj U 0
DOOR TO REMAIN) Q
THIS LEVEL -2 REMODEL REQUIRES, ELECTRIC, PLUMBING, BUILDING, AND
MECHANICAL MODIFICATION. ewl
PROJECT INEOIZMATION:
OWNER: 430 SE 34TH AVE, LLC. STEVE SIEBERT
ARCHITECTURE
ADDRESS: 430 SE 34TH AVENUE 110 SE 4th Avenue, Suite 106
BOYNTON BEACH, FLORIDA 33435 DELRAY BEACH, FL 33483
ph. 561.880.7894
P.C.N.: 08-43-4G-04-24-000-0052
steve@stevesiebert.com
LEGAL: GULF STREAM ESTATES PL 2 REPLAT OF PART E 4 FT OF
LT5*W59FTOfLTG
ZONING AND CODE INFORMATION:
EXISTING RESIDENTIAL ZONE (R- I -A)
FLORIDA 5.U'1LDING CODE: 1=13C-2013 EXISTING BUILDINGS
FLORIDA ENERGY EFFICIENCY CODE (CHAPTER 1 3)
THE NATIONAL ELECTRIC CODE 201 1
PROPOSED PROJECT IS A LEVEL -2 INTERIOR ALTERATION
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LIST OF DRAWINGS:
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COVER SHEET
PERMIT
B.G. 15
D. I
AS -BUILT * DEMOLITION PLAN
PERMIT
B.G. 15
A. I
ARCHITECTURAL PLAN * NOTES
PERMIT
B.G. 15
ME. I
MECHANICAL * ELECTRICAL PLAN
PERMIT
&G. 15
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WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS.
CONTRACTOR SHALL VERIFY AND BE
RESPONSIBLE FOR ALL DIMENSIONS
AND CONDITIONS ON THE JOB, AND
THIS OFFICE MUST BE NOTIFIED OF
ANY VARIATION FROM THE
DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE - UNAURTHORIZED
REPRODUCTION OR OTHER USE OF
THIS DRAWING IS PROHIBITED.
PROJECT NO.: 15.070
DATE:
08.06.15
DRAWN BY:
S.W.S.
CHECKED BY:
B.K.
REVISIONS:
OF 4
COVER SHEET
Csm
1
SHEET NO.
OF 4
DEMOLITION NOTES:
GENERAL:
I . THE DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL DEBRIS FROM THE SITE
2. ANY AND ALL HAZARDOUS MATERIAL TO BE REMOVED, SHALL BE PROPERLY REMOVED AS REQUIRED BY
AN EPA LICENSED AND INSURED MATERIAL CONTAINMENT CONTRACTOR.
3. SELECTIVE DEMOLITION SHALL BE PERFORMED WITH A METHOD DESIGNED TO PRESERVE ADJACENT
MATERIAL SCHEDULED TO REMAIN.
WINDOWS * DOORS:
1 . THE EXISTING (SIDE) GARAGE DOOR SHALL BE REMOVED (DOWN TO EXISTING MASONRY COLUMNS)
2. A SCHEDULE IS NOT PROVED - NOA IS ATTACHED TO THE APPLICATION AND THE DOOR * WINDOW
COMPANY SHALL BE RESPONSIBLE TO ACCURATELY MEASURE THE EXISTING OPENING AND ORDER
REPLACEMENT UNIT OF THE CORRECT SIZE AND STYLE.
ELECTRICAL DEMOLITION:
I . A FLORIDA LICENSED ELECTRICIAN SHALL DISCONNECT ALL ELECTRICAL WORK — BACK TO A J.B. OR
PANEL THAT SHALL REMAIN.
NOTE: NO -PLUMBING DEMOLITION PROPOSED
NOTE: NO -MECHANICAL DEMOLITION PROPOSED
XISTING DOOR
Steven W Si&&
AR0017834
STEVE SIEBERT
ARCHITECTURE
110 SE 4th Avenue , Suite 106
DELRAY BEACH, FL 33483
ph. 561.880.7894
steve@stevesiebert.com
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15.070
DATE:
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REVISIONS:
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WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS.
CONTRACTOR SHALL VERIFY AND BE
RESPONSIBLE FOR ALL DIMENSIONS
AND CONDITIONS ON THE JOB, AND
THIS OFFICE MUST BE NOTIFIED OF
ANY VARIATION FROM THE
DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE - UNAURTHORIZED
REPRODUCTION OR OTHER USE OF
THIS DRAWING IS PROHIBITED.
PROJECT NO..
15.070
DATE:
08.06.15
DRAWN BY.
S.W.S.
CHECKED BY:
B.K.
REVISIONS:
AS -BUILT DEMOLITION
Dol 2
SHEET NO. OF 4
EXISTING CEILING (WD TRUSSES)
NOTE: "NOTCH" TOP OF
WALL FOR EXISTING OH
DOOR (IN UP POSITION)
NEW 3 1/2" METAL STUDS
AT I G" O/C (25GA)
FINISH WITH 1/2" GWB
(BOTH -SI DES)
INSULATE PARTITION W/
3 112" (R- 1 1) FIBERGLASS
EXISTING CONCRETE TO
REMAIN IN GARAGE - NEW
TILE FLOOR IN SLEEPING
ROOM.
EXISTING CONCRETE SLAB
TYPICAL WALL SECTION
1/2" = 1'-O"
48'-0" 1. 0 \
NOTE: (I) WINDOW TO BE INSTALLED IN EXISTING (REDUCED) DOOR OPENING -
EXISTING MASONRY COLUMNS TO REMAIN - SILL SHALL BE CLOSED WITH 2X8
WOOD FRAMING TO MEET OR EXCEED WIND PRESSURES:
LOCATION IS IN ZONE 4: (MORE THAN 4' FROM CORNER) DESIGN WALL AND
WINDOW FOR: +40.4 PSF * -43.8 PSF (IN ZONE 4)
NOA ATTACHED FOR SINGLE HUNG PGT WINDOW - WINDOW MEETS +80 * -80 PSF,
ATTACH TO MASONRY WITH TAP -CONS THROUGH (NON-STRUCTURAL) 3/4 " PT -
WOOD BUCK (BUCK FASTENING - TO BE 12" O/C (NON-STRUCTURAL)
STRUCTURAL NOTES:
DESIGN CRITERIA:
DESIGN BASED ON THE PROVISIONS OF THE FLORIDA BUILDING CODE 2013
EDITION — EXISTING BUILDINGS.
WIND LOADS:
BASIC WIND SPEED: V= 170 MPH (3 SEC GUST)
IMPORTANT FACTOR 1= 1.0
EXPOSURE CATEGORY =C
INTERNAL PRESSURE COEFFICIENT =+/-O. 18
KD (DIRECTIONALITY) = 1.0
GENERAL:
I . MATERIALS USED SHALL BE NEW, OF GOOD QUALITY AND THE
CONSTRUCTION PERFORMED BY WORKERS SKILLED IN THEIR TRADE AND IN
ACCORDANCE WITH RECOMMENDED PRACTICE
2. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS (THE BUILDING IS
EXISTING AND SHOULD BE FIELD MEASURED FOR ALL MEASUREMENTS)
WOOD:
I . ALL STRUCTURAL LUMBER TO BE SOUTHERN YELLOW PINE NO.2 OR BETTER.
2. NON STRUCTURAL LUMBER TO BE SPF (SPRUCE PINE FIR) #2 OR BETTER.
3. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE -TREATED (WOLMANIZED OR EQUAL) 4.0
4. WOOD FRAMING (TO CLOSE DOOR OPENING TO ACCEPT WINDOW) SHALL BE
2X(5's ASSEMBLED WITH I Gd NAILS AND/OR 3 1/2 " SCREWS.
5. PLYWOOD SHALL COMPLY WITH THE PLYWOOD DESIGN SPECIFICATION BY
THE AMERICAN PLYWOOD ASSOCIATION.
G. PLYWOOD SHEATHING SHALL BE 5/8" APA RATED SHEATHING.
MECHANICAL FASTENERS:
I . EXPANSION ANCHORS: "WEDGE -ALL" BY SIMPSON OR "POWER -BOLT" BY
RAWL
2. MASONRY SCREWS: "TITEN" BY 5IMP50N OR "TAPPER" BY RAWL
3. POWDER ACTUATED FASTENERS: "POWDER ACTUATED FASTENERS" BY
SIMP50N OR "PINS" BY RAWL
4. ALL FASTENERS SHALL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER
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Steven W Sieb
AR0017834
STEVE SIEBERT
ARCHITECTURE
110 SE 4th Avenue, Suite 106
DELRAY BEACH, FL 33483
ph. 561.880.7894
steve@stevesiebert.com
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08.06.15
DRAWN BY:
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WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS.
CONTRACTOR SHALL VERIFY AND BE
RESPONSIBLE FOR ALL DIMENSIONS
AND CONDITIONS ON THE JOB, AND
THIS OFFICE MUST BE NOTIFIED OF
ANY VARIATION FROM THE
DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE - UNAURTHORIZED
REPRODUCTION OR OTHER USE OF
THIS DRAWING IS PROHIBITED.
PROJECT NO.: 15.070
DATE:
08.06.15
DRAWN BY:
S.W.S.
CHECKED BY:
B.K.
REVISIONS:
ARCH & STRUCT PLAN
A. 1 3
SHEET NO. OF 4
WW
NIA
ELECTRIC SYMBOLS
RECESSED CAN LIGHT
CEILING FAN
SWITCH DECORA
$D DIMMER SWITCH DECORA
$E EXISTING SWITCH
DUPLEX OUTLET DECORA
Wg f DUPLEX GROUND FAULT OUTLET DECOKA
WE EXISTING OUTLET
SD
120V W/BATTERY BACKUP
SMOKE DETECTOR - INTERCONNECTED
GENERAL ELECTRICAL NOTES:
ALL ELECTRICAL WORK SHALL BE PERFORMED BY A
FLORIDA LICENSED ELECTRICAL CONTRACTOR IN
ACCORDANCE WITH THE CURRENT ELECTRICAL CODE.
1. RELOCATE EXISTING GARAGE LIGHT (EXISTING SWITCH
TO REMAIN)
2. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER
NEC 406. 1 1
4. ALL LIGHT FIXTURES * ALL ELECTRICAL EQUIPMENT SHALL
BE U.L APPROVED FIXTURES AND EQUIPMENT
5. NOTE ALL SMOKE DETECTORS SHALL BE
INTERCONNECTED * INSTALLED (PER FBC 3 14).
G. NOTE: CEILING BOXES SHOWN FOR CEILING FANS SHALL
BE METAL BOXES DESIGNED TO SUPPORT 35LB5 PER NEC
3 14.27(C).
7. NEW SWITCHES AND OUTLETS SHALL MATCH EXISTING
STYLE * COLOR TO BEST AVAILABLE
EX. 20-5PC 200A PANEL
08.06.15
CIRCIUT
DESCRIPTION
EST.
WATTS
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REVISIONS:
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EST.
WATTS
CIRCIUT
DESCRIPTION
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SMALL APPLIANCE
RANGE
3dII
10
BATHROOM
12
WASHER
KITCHEN RECEPTACLE
13
14
WATER HEATER
LIVING ROOM
15
1 G
KITCHEN
17
18
DRYER
NEW SLEEPING ROOM
1,500
12
20
1 e
20
NOTE: ALL LOADS EXISTING (NEW SLEEPING ROOM
CIRCUIT FOR POWER * LIGHT
Steven W Siebert
AR0017834
STEVE SIEBERT
ARCHITECTURE
110 SE 4th Avenue, Suite 106
DELRAY BEACH, FL 33483
ph. 561.880.7894
steve@stevesiebert.com
DC
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08.06.15
DRAWN BY:
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REVISIONS:
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WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS.
CONTRACTOR SHALL VERIFY AND BE
RESPONSIBLE FOR ALL DIMENSIONS
AND CONDITIONS ON THE JOB, AND
THIS OFFICE MUST BE NOTIFIED OF
ANY VARIATION FROM THE
DIMENSIONS.
COPYRIGHT STEVE SIEBERT
ARCHITECTURE - UNAURTHORIZED
REPRODUCTION OR OTHER USE OF
THIS DRAWING IS PROHIBITED.
PROJECT NO.: 15.070
DATE:
08.06.15
DRAWN BY:
S.W.S.
CHECKED BY:
B. K.
REVISIONS:
MECH - ELEC PLAN
MEm 1 4
SHEET NO. OF 4