oretsky residence - full permit set

BIN

DIN

G E

DG

E

665 Buttonwood LaneMiami, FL 33137

Exterior and Interior RenovationsJob Number: 2013_01

March 20, 2013

DRAWING20

PARTITION & DOOR NOTES

TYP

##

TYPTYP

##

FLOOR MATERIAL TYPE

FLOOR MATERIAL NUMBER

WALL MATERIAL NUMBER

WALL MATERIAL TYPE

MILLWORK SURFACE TYPE& NUMBER

FINISH LEGENDFLOOR TYPE

WALL TYPE

MILLWORK SURFACE TYPE

3

B

A41

100B

B

ROOM NAME4-3096

FRE FLOOR REFERENCE ELEVATION

SYMBOL INDICATE FIXTURE TYPE, SEE FIXTURE LIST

FLUOR & INCAND DOWN LTS

WALL WASHER

UPPER CASE LETTERS ADJACENT TO FIXTURE

2 x 22 x 4

SHEET NUMBER

PLAN OR DETAIL

DESIGNATION

SHEET NUMBER

DESIGNATION

SECTION

FLUORESCENT LTS

CEILING LIGHT FIXTURES

SECTION

(TSCD-)

(TKBD-)

(SNDU-)

PLASTIC LAMINATE

(PLAM-)

MIRROR

(MIRR-)

ALUMINUM

(ALUM-)

UNDER CABINET LIGHTING

(MKR BD-)

(INSUL-)

VNR (VNR-) VENEER

UC UNDER CABINET

UCL (UCL-)

STORAGE

THRES THRESHOLD

SSM (SSM-) SOLID SURFACE MATERIAL

DISPOSAL UNIT

SNDU SANITARY NAPKIN

SND (SND-) SANITARY NAPKIN DISPENSER

SGL SINGLE

RUBBER TILE FLOORRTF (RTF-)

RUBBERRUB

PSH (PSH-) PURSE SHELF

(PROJ SCRN-)

PERFORATEDPERF

OWNER FURNISHED,OF/OI

OWNER INSTALLED

CONTRACTOR INSTALLED

OF/CI OWNER FURNISHED,

KICK PLATEKPL (KPL-)

FIRE CABINETFC (FC-)

DISHWATERDW

BENCHBE (BE-)

AMERICANS W/ DISABILITIES ACTADA

TOWEL DISPENSER/ RECEPTACLE

TOILET SEAT COVER DISPENSER

UNDERWRITER'S LABORATORIES

SOUTH

SOUND ATTENUATION BATTS

SHOWER

SIGNAGE

SHEET

SANITARY

SOLID CORE

SECTION

SCHEDULE

SQUARE FOOT(FEET)

SOAP DISPENSER

STATION

SPEAKER

STANDPIPE

SPECIFICATION

SQUARE

SERVICE SINK

STAINLESS STEEL

SOUND TRANSMISSION CLASS

SHEET VINYL

SYMMETRICAL

STEEL

STRUCTURE, STRUCTURAL

SUSPENDED

STONE

STANDARD

SIMILAR

TELEPHONE

TEMPORARY

TOP OF

TREAD

TONGUE & GROOVE

TOP & BOTTOM

TREATED

THICK

TENANT IMPROVEMENT

TEMPERED

TOILET

TACKBOARD

TOILET PAPER DISPENSER

TOPOGRAPHY, TOPOGRAPHIC

TERRAZZO

UNEXCAVATED

UNFINISHED

TYPICAL

TELEVISION

HEAT TRANSFER COEFFICIENT

UNIT HEATER

UNDERGROUND

UNDERSLABUTILITY

UNLESS NOTED OTHERWISE

TUBE STEEL

VOLUME

VINYL TILE

VENTILATION

VESTIBULE

VERTICAL

VAPOR RETARDER

VINYL COMPOSITION TILE

VERIFY IN FIELD

WATER CLOSET

WALL GUARD

WOOD

WIDE FLANGE

WITHOUT

WEST

WITH

VINYL WALL COVERING

WEIGHT

WAINSCOT

WIRE MESH

WINDOW

WATER HEATER

WROUGHT IRON

WASTE RECEPTACLE

WELDED WIRE FABRIC

WATER PROOFING

YARD

ZINC.

VINYL BASE

SAB

S

SHR

SGNG

SHT

SAN

SC

SECT

SD (SD-)

SCHED

SF

GAUGE

GALVANIZEDGALV

GA

GLASS

GROUND

GENERAL

GRAB BAR

GLASS FIBER

GLASS FIBER

GD

GL (GL-)

GFRC

GEN

GB (GB-)

GFRG

REINFORCED CONCRETE

REINFORCED GYPSUM

SST

STA

STC

SPKR

SP

SPEC

SQ

SS

SV (SV-)

SYMM

STL

STOR

STRUCT

SUSP

STN (STN-)

STD

HIGH

HOSE BIBB

GRADE

GYPSUM

GREASE TRAP

H

HB

GT

GR

GLU LAM

GYP

HORIZONTAL

HOUR

HEIGHT

HIGH POINT

HANDICAPPED

HOLLOW METAL

HOLD OPEN

HARDWOOD

HARDWARE

HORIZ

HP

HR

HT

HDW

HCP

HM

HO

HDWD

HC HOLLOW CORE

GLUE LAMINATED WOOD

SIM

ANCHOR BOLT

AIR CONDITION(ING)(ED)

AGGREGATE

ADJUSTABLE

AREA DRAIN

ACOUSTIC(AL)

ACCESS PANEL

ADHESIVE

ABOVE FINISHED FLOOR

ACOUSTICAL CEILING TILE

ACOUSTICAL CEILING PANEL

AB

A/C

ADJ

AGGR

AFF

ACT (ACT-)

AD

ACP (ACP-)

ACS PNL

ACST

ADH

APPROXIMATE

ASPHALT

ARCHITECT(URAL), ARCHITECT

ALTERNATE

ANNUNCIATOR

ANODIZE(D)

AIR HANDLING UNIT

BOARD

BUILDING

BITUMINOUS

BASE BOARD

BACK TO BACK

BULLETIN BOARD

ACOUSTICAL WALL PANEL

AUTOMATIC

APPROX

ASPH

ARCH

ALT

ALUM

AHU

ANN

ANOD

BD

BLDG

BITUM

AWP (AWP-)

B/B

BB (BB-)

B BD

AUTO

AHR ANCHOR

TEL

TDR (TDR-)

TEMP

T/

T&G

T&B

t

TOPO

TPD (TBD-)

TRTD

THK

TI

TMPD

TLT

TKBD

TER (TER-)

HYDRANT

HEATER

HEATING

HOT WATER

HYD

ID

HVAC

HW

HTR

HTG

INVERT

JANITOR

INTERMEDIATE

INTERIOR

INCANDESCENT

INCH(ES)

INCLUDE(D), INCLUDING

INSULATION

INV

JAN

INT

IN

INCL

INSUL

INTERM

INCAND

HEATING, VENTILATION,

AIR CONDITIONING

INSIDE DIAMETER

UNEXC

UNFIN

U

TYP

TSCD

TV

TS

UL

UH

UGND

UNO

US

UTIL

KNOCK OUT

KITCHEN

JOINT

KNOCK(ED) DOWN

KO

KIT

JT

KD

LEFT HAND

LIVE LOAD

POUND(S)

LONG, LENGTH

LAUNDRY

LAMINATE(D)

LAVATORY

LH

LF

LL

LAU

L

LAM

LB(S)

LAV

LINEAR FOOT, (FEET)

BEARING

BASEMENT

BRONZE

BRICK

BENCHMARK

BOTTOM OF

BEAM

BOTTOM

CORNER GUARD

CAST IRON

COAT HOOK

CABINET

CATCH BASIN

CEMENT

BUILT-UP ROOFING

BRG

BSMT

BRZ

BR (BR-)

BOT

B MK

BM

BOT/

CG (CG-)

CI

CH (CH-)

CAB

CB

CEM

BUR

CLEAR

CENTIMETER

CENTER LINE

CEILING

CLOSET

CIRCULATION

CONTROL JOINT

CONCRETE MASONRY UNIT

CONTINUOUS

COORDINATE

CONTRACTOR

CONFERENCE

COLUMN

CONCRETE

CONSTRUCTION

CONNECTION

CLEANOUT

CLR

cm

CMU

CJ

CL

CLO

CLG

CIRC

CONT

COORD

CONTR

CONSTR

CONN

CONF

CONC

COL

CO

CIP CAST-IN-PLACE

VOL

VT (VT-)

VR

VCT (VCT-)

VENT

VERT

VIF

VEST

WC

WD (WD-)

WG (WG-)

VWC (VWC-)

W/O

W

W/

LIGHTING

LEVEL

LIGHT(S)

LOW POINT

LTG

LVL

LWC

LLH

LP

LT(S)

LNG

LLV

MAXIMUM

METER

MATERIAL

MAINTENANCE

MACHINE

MASONRY

MCB

MAX

MDO

MATL

MAINT

MACH

m

MAS

METAL CORNER BEAD

MEDIUM DENSITY OVERLAY

LONG LEG HORIZONTAL

LONGITUDE, LONGITUDINAL

LIGHT WEIGHT CONCRETE

LONG LEG VERTICAL

W RECPT

WWF

WT

WSCT

WIN

WM

WP

WH

WI

YD

ZN

MINIMUM

MANUFACTURER

MANHOLE

MEMBRANE

MEZZANINE

MECHANICAL

MIN

MH

MFR

MEMB

MEZZ

MEP

MECH

METAL

MEETING

MULLION

MARKER BOARD

MISCELLANEOUS

MILLIMETER

MOUNTED

MTL

MTG

MULL

MISC

MO

mm

MIRR

MKR BD

MTD

MASONRY OPENING

PLUMBING

MECHANICAL, ELECTRICAL,

MEDIUM DENSITY FIBERBOARDMDF

WF

COLD WATER

CUBIC

CERAMIC TILE

CENTER

COUNTERSUNK

CARPET

CLOSED CIRCUIT TELEVISION

DEGREE

DEPARTMENT

DETAIL

PENNY (NAIL)

DEEP, DEPTH

DOUBLE

DEMOLISH, DEMOLITION

DIAPER CHANGING TABLE

CW

CCTV

CSK

CPT (CPT-)

CT (CT-)

CU

CTR

DEG

DEMO

DEPT

DET

DCT (DCT-)

d

D

DBL

DIVISION

DEAD LOAD

DOWN

DIFFUSER

DISPENSER

DIMENSION

DIAGONAL

DIAMETER

DOWNSPOUT

DRAWING

DOOR

DRAINAGE, WASTE AND VENT

DAMPPROOFING

DIV

DL

DN

DIFF

DISP

DIM

DIA

DIAG

DS

DWV

DWG

DR

DP

DF (DF-) DRINKING FOUNTAIN

CORR CORRIDOR

LKR (LKR-) LOCKER

VB (VB-)

BLKG BLOCKING

AT

ANGLE

CENTER LINE

AND PLATE

CHANNEL

DEGREE

DIAMETER

DOUBLE ANGLE

INCHES

PLUS OR MINUS

ZEE

TUBE

@

&

"

±

[

°

�

NOMINAL

NOT TO SCALE

OUT TO OUT

NORTH

NUMBER

NOM

NTS

N

NO

NIC

OPPOSITE HAND

OPENINGOPPOSITE

OVERALL

ON CENTER

OFFICE

OVERHEAD

OPNGOPP

OPH

OA

OC

OH

OFF

OFD

OD

O/O

NOT IN CONTRACT

OVERFLOW DRAIN

OUTSIDE DIAMETER

PLATE

PLASTER

PEG BOARD

PERPENDICULAR

PLAM

PL

PLAS

PGBD

PBD

PCC (PCC-)

PA

PERP

PROJECT

PARKING

PANEL

PAIR

PAINT

POLISHED

PLYWOOD

PREFAB

PROJ

PRKG

PNL

POL

PR

PNT (PNT-)

PLYWD

PLBG PLUMBING

PREFABRICATE(D)

PARTICLE BOARD

PUBLIC ADDRESS

PRE-CAST CONCRETE

ELASTOMERIC

ELEVATOR

ELECTRIC(AL)

EAST

EACH

FINISH SYSTEM

ELEVATION

EXPANSION JOINT

EXTERIOR INSULATION AND

EQUAL, EQUIVALENT

EQUIPMENT

ENGINEER

ENCLOSURE

ENTRANCE

ELECTRIC OUTLET

EDGE OF SLAB

ELECTRICAL PANEL

EMERGENCY SHOWER

EMERGENCY

ELAST

ELEV

ELEC

E

EA

EIFS

EL

EJ

EP

EQUIP

ES

EQ

ENGR

ENCL

EO

ENTR

EOS

EMER

EXISTING

EXPANSION

EXPOSED

EXHAUST

EXCAVATION, EXCAVATE

EACH WAY

ETCETERA

EXTERIOR, EXTERNAL

ELECTRIC WATER COOLER

FACE TO FACE

FIRE ALARM

FACE OF

FIRE ALARM ANNUNCIATOR PANEL

EXP

EXPO

EXT

EXIST

EXC

EWC

EW

EXH

ETC

F/F

FAAP

FA

F/

PARTITION

PAVING

POINT

PROPERTY

PTN

PVG

PVC

PSF

PSI

PROP

PT

PTD (PTD-)

RADIUS

RUBBER BASE

RISER

QUANTITY

QUARRY TILE

RB (RB-)

R

RAD

QTY

QT (QT-)

r

THERMAL RESISTANCE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PAPER TOWEL DISPENSER

POLYVINYL CHLORIDE

REFRIGERATOR

REQUIRED

REFERENCE

ROOF DRAIN

RECESSED

RECEPTION

REQD

REINF

REFR

RCP

REF

RD

REC

RCPTN

RIGHT OF WAY

ROOM

RIGHT HAND

ROOFING

REVISION

RO

ROW

RH

RFG

RM

RF (RF-)

REV

RESIL RESILIENT

ROUGH OPENING

REFLECTED CEILING PLAN

RESILIENT FLOORING

REINFORCE, REINFORCING

FIRE HYDRANT

FOUNDATION

FLOOR DRAIN

FABRICATE(D)

FIRE EXTINGUISHER CABINET

FIRE ALARM CONTROL PANEL

FIRE EXTINGUISHER

FLEXIBLE

FLUORESCENTFLOOR, FLOORING

FINISH(ED)

FIRE HOSE RACK

FLASHING

FIXTURE

FINISHED OPENING

FIRE HOSE VALVE CABINET

FIRE HOSE CABINET

FEC

FH

FDTN

FACP

FD

FABR

FE

FLEX

FLUOR

FO

FLR (FLR_)

FHVC

FHR

FIN

FLASH

FIXT

FHC

FURRING

FIRE PROTECTION

FIRE RETARDANT

FOOT (FEET)

FOOTING

TREATED WOOD

FINNED TUBE RADIATION

FURNISH, FURNITURE

FUTURE

FTR

FURG

FURN

FP

FRTW

FT

FTG

FUT

FAB (FAB-) FABRIC

PROJECTION SCREENPROJ SCRN

SYMBOLS

MVBL MOVABLE

A-521

DATUM POINT

KEY NOTE

BREAK LINE

DRAWING TITLE

MATCH LINESEE XX/X-XXX

ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION

MATERIALS

INTERIOR ELEVATION TAG

SHEET NUMBER

SHEET NUMBER

SYMBOLS LEGENDABBREVIATIONS LEGEND

PARTITION TAG

DOOR NUMBER

WINDOW TYPE SYMBOL

DRAWING REVISION

TOILET ACCESSORY SYMBOL

WINDOW TYPE

CATEGORY NUMBER

DISCIPLINE LETTER

GRAPHIC SCALE

ROOM NAME AND NUMBER

NORTH ARROW

SPOT ELEVATION

VERTICAL ELEVATION

WHICH CONTIUNATION

SHEET NUMBER ON

IS FOUND

DESIGNATION

MATCH LINE

BUILDING SECTION TAG

SHEET NUMBER

PARTIAL PLAN AND DETAIL TAG

DETAIL/WALL SECTION TAG

ELEVATION

DESIGNATION

SHEET NUMBER

EXTERIOR ELEVATION TAG

GENERAL NOTES

ORDOOR NO, USE ROOM NOWITH DOOR MARK OR DOORMARK ONLY

NEW DOOR IN NEW OREXISTING FRAME

REFLECTED CEILING LEGENDGYP. BOARD CEILING

CEILING MATERIAL AND HEIGHT

ABOVE FLOOR REFERENCE ELEV.AFRE

FINISHED FLOORFF

BLK BLOCK

(EQUIP_)

GLAZED WALL TILEGWT

GLAZED STRUCTURAL UNITGSU

HIGH DENSITY FIBERBOARDHDF

LATITUDE, LATITUDINALLAT

N/A NOT APPLICABLE

PC PRE-CAST

REVEALRVL

URINALUR

~<

~C

~P

FEET'

NUMBER, POUNDS#

PERCENT%

SQUARE FEET

BYx

~d

1. NOTES APPEAR ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS. REVIEW ALL SHEETS ANDAPPLY NOTES TO RELATED BUILDING COMPONENTS.

2. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR OTHER APPLICABLE NOTES, ABBREVIATIONS,AND SYMBOLS.

3. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHERSUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THEAPPLICATION INTENDED.

4. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.

5. PARTITION TYPES AND FIRE RESISTIVE RATINGS INDICATED ON A WALL ARE TO BE CONTINUOUS FOR THELENGTH AND HEIGHT OF A PARTITION.

6. OPENINGS IN RATED WALL, FLOOR, CEILING AND ROOF ASSEMBLIES SHALL BE SEALED WITH PENETRATIONSEALANT SYSTEMS MEETING OR EXCEEDING THE REQUIRED FIRE RESISTIVE RATINGS.

7. MAINTAIN THE FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRERATED WALL, FLOOR, AND CEILING ASSEMBLIES.

8. PROVIDE CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS AND COORDINATE THE INSTALLATION WITHTHE EXTERIOR WALL. FIRE RATING OF SAFING SHALL MATCH FIRE RATING OF FLOOR CONSTRUCTION.

9. DO NOT SCALE THE DRAWINGS.

10. FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND FURNISHINGS.

11. PROVIDE STIFFENERS, BRACING, BACKING PLATES AND BLOCKING REQUIRED FOR SECURE INSTALLATION OFTOILET PARTITIONS, DOORS AND DOOR HARDWARE INCLUDING WALL-MOUNTED DOOR STOPS, HANDRAILS,WALL-MOUNTED SHELVES, OPERABLE PARTITIONS, MISCELLANEOUS EQUIPMENT, AND SUSPENDED MECHANICALANDELECTRICAL EQUIPMENT.

12. COORDINATE ALL BASE AND HOUSEKEEPING PADS WITH MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT.

13. LOCATE ACCESS PANELS AS INDICATED ON DRAWINGS. FOR ACCESS PANELS NOT SHOWN BUT REQUIRED BYPROVISIONS OF THE CONTRACT DOCUMENTS, LOCATED IN ACCORDANCE WITH APPLICABLE CODES. SUBMITPROPOSED LOCATIONS TO THE ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION.

ALL DRAWINGS ARE COMPLIMENTARY. CM IS TO DISTRIBUTE FULL SETS TO ALL BIDDERS WHICH MUSTINCLUDE ARCHITECTURE.

1. PARTITIONS LOCATED BY DIMENSION STRING ARE DIMENSIONED TO THE UNFINISHED FACE OF THE WALLUNLESS NOTED OTHERWISE.

2. PARTITIONS NOT DIMENSIONED ARE GENERALLY LOCATED BY ONE OF THE FOLLOWING CRITERIA:

- CENTERLINE - CENTER OF PARTITION ALIGNS WITH THE CENTER OF GRIDLINE OR OBJECT CENTERLINE(SUCH AS A COLUMN OR WINDOW MULLION). CENTER THE OVERALL PARTITION WIDTH, RATHER THAN STUDWIDTH ON AS A COLUMN OR WINDOW MULLION). CENTER THE OVERALL PARTITION WIDTH, RATHER THAN STUDWIDTH ON THE LINE.

- ALIGN - LOCATE PARTITION FLUSH WITH FACE OF GYPSUM BOARD, OR OTHER SURFACE INDICATED.

- MAINTAIN DIMENSIONS NOTED AS "MINIMUM" OR "CLEAR".

3. DOOR OPENINGS ARE DIMENSIONED TO CENTERLINE OF OPENING. IF NOT DIMENSIONED, THE HINGE SIDEOF DOOR JAMBS SHALL BE SPACED 4" FROM THE ADJACENT WALL.

SHEET NUMBER

ELEVATION

DESIGNATION

COMPACTED SOIL

SAND

STEEL

CONCRETE

CONTINUOUS WOOD

ORNAMENTAL METAL

FRAMING

ALUMINUM

MASONRY UNIT

CONCRETE

CUT STONE

TERRAZZO

GLAZING

FINISH WOODWORK

RESILIENT FLOORING

GYPSUM WALLBOARD

PLASTIC LAMINATE

WOOD BLOCKING

CARPETING

BATT INSULATION

RIGID INSULATION

PARTICLE BOARD

PLYWOOD

BACKER ROD

SEALANT AND

UNDISTURBED SOIL

SHOWER HEAD

F.D.

FLOOR SINK

FLOOR DRAIN

F.S.

FRE 18'-6"

LEVEL 2

D1 D2C2C1

A-1001

A-1001

A-1001

A-1001

A-1001

SECOND FLOOR

EL. 18'-6"

TRUE NORTH

ID-601

1

2

3

4

GB3

MATERIAL

9'-0" AFF

1/4" = 1'-0"

SCALE: 1" = 4'-0"

0 2' 4' 8' Building 2010 Florida Building Code City of Miami

Plannning and Zoning

2700 North Miami Ave, Suite 804Miami, FL 33127

N/A(305) 586-8169Jorge Alberto Pernascube² (architecture+design), inc.

Address:Fax:

Phone:Contact:

Architect:

GENERAL PROJECT INFORMATION

APPLICABLE CODES

Energy


(561)445-1138Todd & Sheila OretskyTodd & Sheila Oretsky

Address:Fax:

Phone:Contact:

Owner:

2010 FBC - Residential

2010 Florida Fire Prevention Code

2006 NFPA Life Safety Code

Gas

Mechanical

Plumbing

Existing Building

Resdential

Fire Prevention

Accessibility

SCOPE AUTHORITY

Life Safety

REGULATING AUTHORITIES

Building Department

2010 FBC - Chapter 11

LEGAL DESCRIPTION :

Zoning 2011 Zoning Classification

Address:

Phone:

Department:Jurisdiction:

Address:

Phone:

Department:Jurisdiction:City of Miami City of Miami

City of Miami

City of Miami

City of Miami

City of Miami

City of Miami

City of Miami

City of Miami

City of Miami

City of Miami

City of Miami

2010 FBC - Existing Building

2010 FBC - Plumbing

2010 FBC - Mechanical

2010 FBC - Fuel and Gas

2010 FBC - Energy

BAY POINT PB 40-63 LOT 11 BLK 12 AND PROP INTIN & TO COMMON ELEMENTS NOT DEDICATED TOPUBLIC LOT SIZE 88.000 X 158 OR 27143-1750 011019

FOLIO NO: 01-3219-008-1910

(305) 416-1100 (305) 416-1100Contact: Mariano Fernandez Contact: Francisco Gonzales

N/A

ZONING CLASSIFICATION :

CITY OF MIAMI ZONING - January 2011T3 R

Ordinances 2011 Code of Ordinances City of Miami

CODE RESEARCH

PARTITION RATING DESIGNATIONS

FIRE PROTECTION LEGEND

(NO FIRE RATING)

1 HOUR FIRE

City of Miami2008 NEC - ElectricalElectrical

444 South West 2nd Avenue4th FloorMiami, FL 33130

444 South West 2nd Avenue4th FloorMiami, FL 33130

Existing 2-Story Residential Concrete Masonry Unit Structure

Approximately: 3,768 SF

FBC 2010- Exisitng Building, Chapter 8, Alterations - Level 1

CHAPTER 3 - OCCUPANCY CLASSIFICATIONSECTION 310.1

RESIDENTIAL OCCUPANCY - GROUP RR-3: SINGLE FAMILY HOME - RESIDENTIAL OCCUPANCIES WHERE THEOCCUPANTS ARE PRIMARILY PERMANENT IN NATURE

CHAPTER 5 - GENERAL BUILDING LIMITATIONSTABLE 500:

R-3: SINGLE FAMILY HOME: TYPE II-B CONSTRUCTIONMAX. HEIGHT: 55'-0"MAX. NO. OF STORIES: 4 (NO CHANGE TO EXISTING)AREA (MULTISTORY): UNLIMITED AREA

CHAPTER 6 - CONSTRUCTION TYPESSECTION 604:TYPE II-B CONSTRUCTION

TABLE 600:

INTERIOR BEARING WALLS: SUPPORTING COLUMNS, OTHER BEARING WALLS OR MORE THAN ONE FLOOR: 0 HOUR RATING SUPPORTING ONE FLOOR ONLY: 0 HOUR RATING SUPPORTING ROOFS ONLY: 0 HOUR RATINGCOLUMNS: SUPPORTING OTHER COLUMNS OR MORE THAN ONE FLOOR: 0 HOUR RATING SUPPORTING ONE FLOOR ONLY: 0 HOUR RATING SUPPORTING ROOFS ONLY: 0 HOUR RATINGBEAMS, GIRDERS, TRUSSES & ARCHES: SUPPORTING COLUMNS OR MORE THAN ONE FLOOR: 0 HOUR RATING * SUPPORTING ONE FLOOR ONLY: 0 HOUR RATING * SUPPORTING ROOFS ONLY: 0 HOUR RATING *FLOORS & FLOOR/CEILING ASSEMBLIES: 0 HOUR RATINGROOFS & ROOF/CEILING ASSEMBLIES: 0 HOUR RATING *

* FIRE RETARDANT TREATED WOOD MAY BE USED FOR BEAMS, GIRDERS,TRUSSES, ARCHES, ROOFS & ROOF/CEILING ASSEMBLIES SINCE THISBUILDING IS NOT OVER TWO STORIES TALL.

CHAPTER 7 - FIRE RESISTANT MATERIALS AND CONSTRUCTIONTABLE 704, MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS AND OPENINGPROTECTIVES

CHAPTER 8 - INTERIOR FINISHESTABLE 803.3, MINIMUM INTERIOR FINISH CLASSIFICATION:

OCCUPANCY R-3, NON-SPRINKLERED:EXITS, STAIRWAYS, CORRIDORS & LOBBIES (PER NOTES 1 & 5): CLASS CEXIT ACCESS: CLASS COTHER SPACES: CLASS C

CHAPTER 10 - MEANS OF EGRESSTABLE 1003.1, MINIMUM OCCUPANT LOAD

REFER TO OCCUPANCY CALCULATIONS SPREADSHEET

TABLE 1004:

MAXIMUM TRAVEL DISTANCE TO EXIT (NON-SPRINKLERED): 100 FTMAXIMUM DEAD END CORRIDOR LENGTH: 20 FTEGRESS WIDTH PER PERSON SERVED (LEVEL): 0.2 IN.EGRESS WIDTH PER PERSON SERVED (STAIRS): N/AMINIMUM CORRIDOR/AISLE WIDTH: 36 IN.MINIMUM CLEAR OPENING OF EXIT DOORS: 32 IN.MINIMUM STAIR WIDTH: N/A

SECTION 1032: RESIDENTIAL

CHAPTER 11 - PART A FLORIDA ACCESSIBILITY CODE FOR BUILDINGCONSTRUCTIONALL COMPONENTS OF THIS BUILDING MUST COMPLY WITH THIS SECTION.

cube² (architecture+design)2700 north miami avenue

suite 804miami, fl 33127

t: 305.586.8169www.cube2architecture.com

aa-26001789ib-26001134

BIN

DIN

G E

DG

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Design Professional FL LicenseNumber

Signature

Jorge Alberto Pernas AR92904ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet

© Copyright 2012 cube² (architecture+design)

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A

B

C

A

B

C

D

12" = 1'-0"

Oretsky Residence

Todd and SheilaOretsky


2013_01

SM

JAP

JAP

03/20/2013

G-001

General NotesCompliance,Sheet Index

Sheet ListSheet Number Sheet Name Sheet Issue Date Current Revision

1.0 GeneralG-000 Cover Sheet 03/20/13G-001 General Notes Compliance, Sheet Index 03/20/132.0 DemolitionDM-101 Demolition Plans 03/20/13DM-102 Existing Building Elevations 03/20/133.0 ArchitecturalA-001 Architectural Specifications & Zoning Analysis 03/20/13A-002 Architectural Site Plans 03/20/13A-010 Zone Diagram 03/20/13A-012 Wind Pressure 03/20/13A-101 Floor Plan - Level 1 03/20/13A-102 Floor Plan - Level 2 03/20/13A-201 Finished Floor Plan 03/20/13A-301 Exterior Building Elevations - Renovation 03/20/13A-302 Perspectives 03/20/13A-410 Wall Sections & Room Schedule 03/20/13A-501 Kitchen and Laundry/Pantry Elevations 03/20/13A-502 Enlarged Bathroom Plans and Elevations 03/20/13A-503 Interior Elevations 03/20/13A-504 Interior Elevations 03/20/13A-505 Interior Elevations 03/20/13A-601 Reflected Ceiling Plan 03/20/13A-801 Door Schedules and Details 03/21/13A-802 Window Elevations and Details 03/20/134.0 StructuralS-0 General Notes 03/20/13S-1 Foundation Plan 03/20/13S-2 Second Floor Framing Plan - Roof Framing Plan 03/20/13S-3 Sections 03/20/13S-4 Details 03/20/13S-5 Footing Details 03/20/135.0 MechanicalM-101 Mechanical Plan - Level 1 03/20/13M-102 Mechanical Plan - Level 2 03/20/136.0 ElectricalE-101 Electrical Plan - Level 1 03/20/13E-102 Electrical Plan - Level 2 03/20/137.0 PlumbingP-101 Sanitary Plan - Level 1 03/20/13P-102 Sanitary Plan - Level 2 03/20/13P-103 Water Distribution Plan - Level 1 03/20/13P-104 Water Distribution Plan - Level 2 03/20/13

DW

OVE

N

WHUP

WD

REF

.

DW

6"

6"

12"

12"

24"

265 SF

LIVING ROOM102

583 SF

FAMILY ROOM104

368 SF

KITCHEN106

196 SF

FORMAL DININGROOM

105168 SF

DEN / OFFICE103

28 SF

POWDER ROOM109

465 SF

GARAGE112

GENERAL DEMOLTION NOTES:

1. WHERE EXISTING SERVICES SUCHAS PLUMBING, ELECTRICAL, ETC.ARE AFFECTED BY DEMOLITIONWORK, SUCH AS REMOVAL OF ANEXISTING PARTITION, THESERVICES SHALL BE REMOVED TOA POINT WHERE THEY CAN BECAPPED AND TERMINATED.

2. WHERE NEW FINISHES ARESCHEDULED FOR EXISTING ORRENOVATED SPACES, THECONTRACTOR SHALL REMOVEEXISTING FINISHES AND PREPARESUBSTRATES TO RECEIVE NEWFINISHES. PREPARATION OF

SUBSTRATES SHALL INCLUDE BUTNOT BE LIMITED TO THEFOLLOWING IF DEEMEDREQUIRED BY THE ARCHITECT:

- PATCHING AND/OR LEVELING OFFLOOR SLAB.

- SKIM COATING OF GYPSUMWALLBOARD SURFACES

- SANDING OF METAL FRAMES, ETC.

3. REMOVE EXISTING FLOOR, BASE,WALLS AND CEILING FINISHES ASREQUIRED TO RECEIVE NEWWORK OR FINISHES THROUGHOUTENTIRE PROJECT AREA.

4. ALL WALLS TO BE DEMOLISHEDARE NON-LOAD BEARING WALLS.

DEMOLITION KEYNOTES:

1. REMOVE EXISTING CASEWORK.PATCH FLOORS, BASE WALLS ANDCEILING TO MATCH EXISTINGADJACENT SURFACES IF

SCHEDULED TO REMAIN ORPREPARE TORECEIVE NEW FINISHES.

2. REMOVE KITCHEN SINK.

3. REMOVE EXISTING EQUIPMENTAND TURN OVER TO OWNER ORDISPOSE AT HIS REQUEST. ALLEXISTING EQUIPMENT TO BEREPLACED WITH NEW.

4 REMOVE EXISTING DRYWALLCEILING TO ALLOW AREAS FORWORK OF OTHER TRADES ASREQUIRED. PATCH AND REPAIRAS REQUIRED.

5. REMOVE EXISTING BATHROOMSINK.

6. REMOVE EXISTING TOILET

7. REMOVE EXISTING INTERIORPARTITION. PATCH FLOORS, BASE,WALLS AND CEILING TO MATCHEXISTING ADJACENT SURFACES IFSCHEDULED TO REMAIN, ORPREPARE TO RECEIVE NEWFINISHES.

8. REMOVE EXISTING DOOR

9. REMOVE EXISTING WINDOW ANDREPLACE WITH NEW

10. REMOVE EXISTING EXTERIORWALL

11. STAIR RAILING TO BE REMOVEDAND REPLACED WITH NEW

12. STAIRS TO BE REFINISHED

13. EXISTING FLOOR TILE TO BEREMOVED

14. EXISTING WOOD FLOOR TO BEREMOVED

15. EXISTING FRONT DOOR TO BEREMOVED AND REPLACED WITHNEW

16. ALL EXISTING GARAGE WALLS TOBE REPAINTED. CONC. FLOOR TOBE REPAINTED


1. ALL EXISTING WINDOW SHUTTERSTO BE REPAINTED.

2. ALL EXTRA WIRING ON THEEXTERIOR OF THE HOUSE TO BEREMOVED.

3. EXTERIOR TO BE RESURFACED ANDREFINISHED.

8 99

9

9

8

8

9

3

9

9

8

8

7

9

9

99

9

87

7

10

9

8

8

8

65

3

2

2

2

1

2

1

1

14

14

13

13

13

1112

6

5

15

10

7

7

9

16

13

292 SF

BEDROOM 3209

261 SF

BEDROOM 1201

77 SF

BATHROOM 1202

190 SF

BEDROOM 2203

32 SF

HIS CLOSET205

W.I.C211

W.I.C212

HER CLOSET206


1. WHERE EXISTING SERVICES SUCHAS PLUMBING, ELECTRICAL, ETC.ARE AFFECTED BY DEMOLITIONWORK, SUCH AS REMOVAL OF ANEXISTING PARTITION, THESERVICES SHALL BE REMOVED TOA POINT WHERE THEY CAN BECAPPED AND TERMINATED.

2. WHERE NEW FINISHES ARESCHEDULED FOR EXISTING ORRENOVATED SPACES, THECONTRACTOR SHALL REMOVEEXISTING FINISHES AND PREPARESUBSTRATES TO RECEIVE NEWFINISHES. PREPARATION OF

SUBSTRATES SHALL INCLUDE BUTNOT BE LIMITED TO THEFOLLOWING IF DEEMEDREQUIRED BY THE ARCHITECT:

- PATCHING AND/OR LEVELING OFFLOOR SLAB.

- SKIM COATING OF GYPSUMWALLBOARD SURFACES

- SANDING OF METAL FRAMES, ETC.

3. REMOVE EXISTING FLOOR, BASE,WALLS AND CEILING FINISHES ASREQUIRED TO RECEIVE NEW WORKOR FINISHES THROUGHOUT ENTIREPROJECT AREA.

4. ALL WALLS TO BE DEMOLISHEDARE NON-LOAD BEARING WALLS.

DEMOLITION KEYNOTES:

1. REMOVE EXISTING CASEWORK.PATCH FLOORS, BASE WALLS ANDCEILING TO MATCH EXISTINGADJACENT SURFACES IF

SCHEDULED TO REMAIN ORPREPARE TORECEIVE NEW FINISHES.

2. REMOVE KITCHEN SINK.

3. REMOVE EXISTING EQUIPMENTAND TURN OVER TO OWNER ORDISPOSE AT HIS REQUEST. ALLEXISTING EQUIPMENT TO BEREPLACED WITH NEW.

4 REMOVE EXISTING DRYWALLCEILING TO ALLOW AREAS FORWORK OF OTHER TRADES ASREQUIRED. PATCH AND REPAIRAS REQUIRED.

5. REMOVE EXISTING BATHROOMSINK.

6. REMOVE EXISTING TOILET

7. REMOVE EXISTING INTERIORPARTITION. PATCH FLOORS, BASE,WALLS AND CEILING TO MATCHEXISTING ADJACENT SURFACES IFSCHEDULED TO REMAIN, ORPREPARE TO RECEIVE NEWFINISHES.

8. REMOVE EXISTING DOOR

9. REMOVE EXISTING WINDOW ANDREPLACE WITH NEW

10. REMOVE EXISTING EXTERIORWALL

11. EXISTING WOOD FLOOR TO BEREMOVED

12. EXISTING TUB TO BE REMOVED


1. ALL EXISTING WINDOW SHUTTERSTO BE REPAINTED.

2. ALL EXTRA WIRING ON THEEXTERIOR OF THE HOUSE TO BEREMOVED.

3. EXTERIOR TO BE RESURFACED ANDREFINISHED.

9

9

9

9 9 9

9

9

9

6

5

5

7

7

77

88

888

88

12

5

6

1 1

8

8

88

88

5

11

11

11 11

11




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DateIssueNumber

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Title

Sheet


12345

12345

A

B

C

A

B

C

D

1/4" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

DM-101

Demolition Plans

1/4" = 1'-0"A3 Ground Floor - Demolition Plan 1/4" = 1'-0"A5 Second Floor - Demoliton Plan

THE WORK WITH A MINIMUM OF JOINTS OR THE OPTIMUM

AND HANDLING. PROTECT BOTTOM OF STACK AGAINST

DO NOT STORE DRESSED OR TREATED LUMBER OR

KEEP MATERIALS DRY DURING DELIVERY, STORAGE

HURRICANE ANCHORING SHALL BE INSTALLED FROM

INSTALL UPLIFT CONNECTORS AND HURRICANE TIE DOWNS

AFTER ERECTION, FIELD PRIME ALL AREAS EXCEPT

DO NOT EXCEED HEAD JOINT THICKNESS PLUS OR

PROVIDE TERMITE SHIELD AND 15# FELT BELOW ALL WOOD

3. WALL .................................... 1/2" CDX PLYWOODFIBERGLASS FLOOR ....FLOOR ..................................

4.5.

3/4" BC PLYWOOD3/4" T&G PLYWOOD

VI. ROUGHCARPENTRY

F.

D.

E.

C.

B.

A.

D.

JOINT ARRANGEMENT

FOUNDATION THROUGH ROOF

SHINGLE ROOF ...............TILE ROOF..........................

FRAMING TO MASONRY

TOLERANCE OF 1/8" IN 10'ALL FRAMING SHALL BE PLUMB AND LEVEL TO A

AS NOTED ON DRAWINGS (SIMPSON OR EQL.)

ROUGH HARDWARE AND CONNECTIONS:

SHEATHING:1.2.

3.

1.

2.

1/2" CDX PLYWOOD5/8" CDX PLYWOOD

CONTACT WITH DAMP SURFACES

BOWED, TWISTED OR TOO SMALL TO FABRICATEDISCARD MATERIAL WHICH IS UNSOUND, WARPED,

AND INSTALLATION OF PERMANENT ATTACHMENTSTRUE ALIGNMENT UNTIL COMPLETION OF ERECTIONPROVIDE FOR TEMPORARY BRACING TO MAINTAIN

PLYWOOD OUTDOORS

2.

3.

TOLERANCES:

V. METALS

IV. MASONRYPROPER UNITS SHALL BE USED TO PROVIDE FORALL WINDOWS, DOORS, BOND BEAMS, LINTELS,PILASTERS, ETC. WITH A MINIMUM OF CUTTING

C.

A.

B.

B.1.

A.

DO NOT EXCEED BED JOINT THICKNESS PLUS OR

ADJACENT FINISH SURFACEGRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH

FOREIGN MATTER PRIOR TO FINISHINGCLEAN SURFACE OF RUST, SCALE, GREASE AND

TO BE IN CONTACT WITH CONCRETE

MINUS 1/8", WITH A MAXIMUM THICKNESS OF 1/2".

MORTAR JOINTS:

MINUS 1/8".

PLUMB: NOT TO EXCEED 1/4" IN 10', OR 3/8" IN

DO NOT EXCEED 1/8" BETWEEN ADJACENT FLOOR40'. FOR TOP SURFACES OF BEARING WALLSLEVEL: NOT TO EXCEED 1/4" IN 20', NOR 1/2" IN20', NOR 1/2" IN 40'

ELEMENTS IN 10'

PAINT FINISH SHALL BE CUT SHARPLY TO LINE. PROTECT

EACH COAT SHALL BE UNIFORMLY APPLIED, WELL BRUSHEDOUT AND FREE OF BRUSH MARKS, RUNS, SAGS OR SKIPS

RESULTING OVER SPRAY, AND FOR ALL NECESSARYSUBCONTRACTOR WILL BE RESPONSIBLE FOR DAMAGE

ALL EXPOSED EDGES OF TRIM TO BE SAME COLOR AS

TRIM AND OTHER FINISH WORK SHALL BE BACK PAINTED

CRACKS, HOLES AND KNOTS SHALL BE FILLED, SANDED

NO THINNING OF MATERIAL SHALL BE ACCEPTABLE

SMOOTH AND SEALED. SANDING DUST SHALL BE

ADJACENT SURFACESD.

C.

FACE

CLEANUP

COMPLETELY REMOVED

PRIOR TO INSTALLATION

B.

5.

3.

4.

2.

WITH WOOD FRAMING BACKING

SCALE AND EFFLORESCENCE

PROVIDE ELASTOMERIC PAINT ON ALL STUCCO SURFACES

SURFACE SHALL BE CLEAN AND DRY, AND IN SUIT-ABLE CONDITIONS FOR FINISH SPECIFIED. REMOVEALL GREASE, BOND BREAKING AGENTS, DUST, MIL

AND FINISH COATS (7/8" TOTAL THICKNESS)

METAL LATH OVER SHEATHED........................ THREE COATSYSTEM, INTERNALLY REINFORCED OF SCRATCH, BROWN

DEVICES AS REQUIRED. VERIFY LOCATION OF CONTROLPROVIDE CORNER MESH, CORNER BEADS, CONTROL JOINT

TWO COAT SYSTEM OF BROWN AND FINISH COATSMASONRY, CONCRETE OR OTHER RIGID SUBSTRATES.......

JOINTS WITH DESIGNER

PREPARATION OF SURFACEA.

X. PAINT

1.

C.

B.

IX. STUCCOAPPLICATIONS:

( 5/8" TOTAL THICKNESS)2.

A.1.

MAINTAIN SITE FREE OF WASTE MATERIALS, DEBRIS

BACK FILL SHALL BE PLACED IN 6" MAXIMUM LIFTS

PERFORM EXCAVATION ACCORDING TO GOOD

REQUIRED

DRAWINGS

MEET THE STATED SOIL PRESSURE

DENSITY

III. CONCRETE

NO PUDDLING TO OCCUR

FREE OF DEBRIS AND ORGANIC MATERIAL

CONCRETE FLAT WORK SHALL BE TRUE TO WITHIN1/8" IN 8 FEET IN ALL DIRECTIONS OR SLOPED TODRAIN AS INDICATED ON THE DRAWINGS ALLOWING

BACK FILL SHALL CONSIST OF NON EXPANSIVE,

AND COMPACTED TO MINIMUM 95% (UNDER SLABS-

PROVIDE CONSISTENT COMPACTION OF THE TOP 6"OF SUB GRADE, FILL AND BACKFILL MATERIALBENEATH STRUCTURES, WALKS AND PAVEMENTS TO

PROVIDE SOIL TREATMENT FOR TERMITES AS

GRADES AND ELEVATIONS INDICATED ON THECOMMON CONSTRUCTION PRACTICES, TO THE LINES,

ON-GRADE) AND 90% (ELSEWHERE) OF MAXIMUM

CURING: PREVENT PREMATURE DRYING INCONCRETE MANUFACTURER

EXCESSIVE HOT AND COLD TEMPERATURES

PROVIDE CONTROL JOINTS AS REQUIRED BY

C.

B.

A.

E.

D.

C.

B.

SHALL BE SUBJECT TO ADDITIONAL FEES.

NOT BE HELD RESPONSIBLE.

W/ MFG'R SPECIFICATIONS.

ABLE PER CODES.

ALL GIRDERS, BEAMS AND HEADERS.

ACCESS TO ALL WORK

PROVIDE SOLID VERTICAL FRAMING BELOW

VERIFY ALL WINDOW & DOOR ROUGH OPENINGS

LOCATE ALL PLUMBING STACKS BEYOND THEFRONT ELEVATION ROOF RIDGES IF ALLOW-

PLANS BY ANY OTHER PARTY OTHER THAN THEDESIGNERS OFFICE, THE DESIGNER SHALL

AFTER THE FINAL PLANS HAVE BEEN COMPLETEDTHE CORRECTION OF ERRORS THAT ARE MADE

THE CONTRACTOR SHALL PROVIDE THE DESIGNER

CONDITION

II. SITE WORK

AND RUBBISH. MAINTAIN SITE CLEAN AND ORDERLY

A.

I.

G.

H.

F.

E.

D. IF ANY MODIFICATIONS ARE MADE TO THESE

CONSTRUCTION.CODES PRIOR TO COMMENCEMENT OF ANY

RESPONSIBILITY TO REVIEW, VERIFY AND

l. GENERAL REQUIREMENTS:

OFFICE SHALL NOT RELIEVE THE BUILDER OF

COORDINATE ALL CONTENTS, NOTES, DIMENSIONS,AND ADHERENCE TO APPLICABLE BUILDING

ANY DISCREPANCIES SHALL BE BROUGHT TO THE

CONSTRUCTION.

ATTENTION OF THE DESIGNERS OFFICE FORCORRECTION BEFORE COMMENCEMENT OF ANY

ANY REVISIONS OR CHANGES NOT RELATED TOC.

B.

A. ISSUANCE OF PLANS FROM THE DESIGNER'S

1. CLEARANCE AT THE LOCK AND HANGING STILES AND AT THE

PROVIDE GUTTERS AND DOWN SPOUTS AS SELECTED BY

PROVIDE FLASHING REQUIRED TO PREVENT PENETRATIONOF WATER THROUGH THE EXTERIOR SHELL OF THE

SLATE TILE ROOFING

VIII. GYPSUM WALLBOARDN/A

BUILDING

DESIGNER/OWNER.

D.

2.

1.

SPRAY FOAM INSULATION (R-30)1" RIGID INSUL (R-5)

PROVIDE THERMAL BUILDING INSULATION AT ASSEMBLIES

INSTALL IN CONTINUOUS BLANKETS WITHOUT HOLES FOR

THE REQUIREMENTS OF GOVERNING CODESADJACENT TO EXTERIOR OR UNHEATED SPACES MEETING

VII. THERMAL AND MOISTURE PROTECTION

ELECTRICAL BOXES, LIGHTING FIXTURES OR HEATING

ROOFING SHALL BE ONE OF THE FOLLOWING TYPES:

TOP SHALL NOT EXCEED 1/8". CLEARANCE AT THE BOTTOM

WITH ALL HARDWARE PROPERLY ADJUSTED AND FUNCTIONINGSTICKING OR BINDING WITHOUT HINGE BOUND CONDITIONS; ANDDOOR SHALL OPERATE FREELY, BUT NOT LOOSELY, WITHOUT

SHALL BE ADJUSTED FOR THE FLOOR FINISHLOCK STILE EDGES SHALL BE BEVELED

2. MASONRY WALLS..........

DUCTWORK

B.

C.

CEILING..............................1.

A.

2.3.

CORNERS SHALL BE NEATLY MITERED, OR COPED WITH NAILSALL JOINTS TO BE TIGHT AND TRUE AND SECURELY FASTEN

WOOD WORK SHALL BE ACCURATELY SCRIBED TO FITSET AND SURFACES FREE FROM TOOL MARKS

EDGES AND SPLINTERS REMOVED AND COMPLETELY

FULL LENGTH CONTINUO BOARDS SHALL BE USED WHEREVERAPPLICABLE OR SPECIFICALLY NOTED

ALL WORK SHALL BE MACHINED OR HAND SANDED, SHARPADJOINING SURFACES

PREPARED FOR FINISH

VI. FINISH CARPENTRY

DOORS:

D.

E.

C.

B.

A.

ARCHITECTURAL SPECIFICATIONS




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12345

12345

A

B

C

A

B

C

D

3/8" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-001

ArchitecturalSpecifications &Zoning Analysis

ARTICLE 4 - TABLE 6

ARTICLE 4 - TABLE 4

ARTICLE 4 - TABLE 1

MIAMI ATLAS - ZONING TRANSECTS

ARTICLE 4 - TABLE 2

ARTICLE 4 - TABLE 3

ARTICLE 5 - T3-R,L,O - ILLUSTRATION 5.3

BAY POINT RULES ANDREGULATIONS PROPOSED

10,000 Square Feet.

109.90 Feet

13,904 Square Feet.

88.17 Feet

22.6 % 22.6 %

48% N/A

6.9 du/acre 6.9 du/acreN/A N/A

N/A N/A

10 Feet

10

Bay Point Property Site DevelopmentGuidelines - Setbacks

10 Feet

35 Feet

N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

None None

2 Story and 25 feet

N/A N/A

N/A N/A

N/A N/A30% minimum 77%

22 Feet

N/A

Established Setbacks - Article 3

12 Feet

50 Feet

N/A

N/AN/A

N/A

N/A

N/A

N/A

2 Story and 19 feet

EXISTING

13,904 Square Feet.

88.17 Feet

22.6 %

N/A

6.9 du/acreN/A

N/A

22 Feet

N/A

Established Setbacks - Article 3

12 Feet

50 Feet

N/A

N/A

N/A

N/A

N/A

None

2 Story and 19 feet

N/A

N/A

N/A80%

N/A

N/AN/A

N/A N/AN/A

N/A 76% 76%

ZONING DATA AND CALCULATIONSBAY POINT PROPERTY OWNERS ASSOCIATION, INC. - SITE DEVELOPMENT GUIDELINES

LOCATION OFPROPERTY

ALLOWED PER BAY POINT PROPOSEDFOOTPRINT PERCENTAGE ALLOWED

35% NET/4,866 S.F. 21.9% NET/3,051 S.F.

PROPOSED:

GROUND FLOOR: 2,394 S.F.(SECOND FLOOR: 1,987 S.F.)EXISTING GARAGE TO REMAIN: 521 S.F.EXISTING TERRACE TO REMAIN: 290 S.F.TOTAL FOOTPRINT PROPOSED:

FAR PERCENTAGE ALLOWED

48% NET/6,674 S.F.

PROPOSED:

GROUND FLOOR: 2,394 S.F.(SECOND FLOOR: 1,987 S.F.)EXISTING GARAGE TO REMAIN: 521 S.F.EXISTING TERRACE TO REMAIN: 290 S.F.TOTAL FAR PROPOSED:

33.95% NET/4,720 S.F.

HEIGHTBAY POINT ASSOCIATION FROM N.G.V.D. TOTOP OF ROOF MAX. BLDG. HGT. OF 41'-6" N.G.V.D. EXISTING BLDG. HGT. OF

38'-6" N.G.V.D.

GREEN PERCENTAGE AREA REQUIRED MIN. GREEN-SPACE 30% NET/4,171 S.F. EXISTING GREEN-SPACE66.82% NET/9,290 S.F.

SETBACKS:

FRONT YARD: 10 FEETSIDE YARD: 10 FEETREAR YARD: 35 FEET

EXISTING SETBACKS:


PARKING: 4 CARS PER GUIDELINES EXISTING PARKING:4 CARS*CITY OF MIAMI ZONING ANALYSIS PERFORMED PER NEW MIAMI 21 REQUIREMENTS - SEE ABOVE AND TO THE LEFT SIDE OF SHEET

NET LOT AREA: 13,904 S.F.EXISTING

PROPOSED PARKING: 4 CARS

PROPOSED SETBACKS:


PROPOSED BLDG. HGT. OF38'-6" N.G.V.D.

PROPOSED GREEN-SPACE63.42% NET/8,818 S.F.

23% NET/3,205 S.F.

37.34% NET/5,192 S.F.

MIAMI 21 SUB-URBAN TRANSECT ZONE T3R

NORTH WATERWAY

SEA WALL

DRIVEWAYASPHALT FIM

CONC. CURB

N

BRICK STEPS

88' - 0"

22' -

0"

12' - 5"

154'

- 11

"

160'

- 5"

12' - 0"

88' - 2"

WOOD DECK

STEPS

20' - 10"

4' -

0"

6' - 6"

58' -

10"

NORTH WATERWAY

NEW 4 FOOT WOOD FENCE 35 FEETFROM REAR PROPERTY LINE TOMATCH SETBACK

CONC. CURB

N

NEW PAVERSFOR

DRIVEWAY

NOTE:1. NEW ELECTRICAL PANEL FOR BOAT LIFT.

2. NEW ELECTRICAL FOR LANDSCAPE LIGHTING

3. NEW OUTDOOR GAS GRILL.

4. NEW TANKLESS WATER HEATER

NEW ELECTRICALPANEL

88' - 0"

22' -

0"

12' - 0"

12' - 1"

50' -

6"

154'

- 11

"

160'

- 5"

12' - 0"

88' - 2"

EXISTING CONCRETEFENCE WALL TO REMAIN

EXISTING CONCRETEFENCE WALL TO REMAIN

EXISTING SEAWALL TO REMAIN

NEW 6 FOOT WOOD FENCE STARTSAFTER 35 FEET FROM REARPROPERTY LINE TO MATCH SETBACK

NEW 4 FOOT WOOD FENCE 35 FEETFROM REAR PROPERTY LINE TO

MATCH SETBACK

NEW 6 FOOT WOOD FENCE STARTSAFTER 35 FEET FROM REAR

PROPERTY LINE TO MATCH SETBACK

15' -

0"

15' -

0"

WOOD DECK

STEPS

20' - 10"

4' -

0"

6' - 6"

PROVIDE CONTROLJOINTS AS REQUIREDBY MANUFACTURER

FOR DRIVEWAY

R 9' - 1

1 1/2"

R 38' - 4"R 5' - 0 1/2"

R 13' - 2"

R 34' - 8"

R 13' - 10 1/2"

R 10' - 1 1/2"

12' - 1"

7' -

2"

30' - 10 1/2"

34' -

11"




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DateIssueNumber

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Title

Sheet


12345

12345

A

B

C

A

B

C

D

1/8" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-002

Architectural SitePlans

1/8" = 1'-0"A2 Existing Site 1/8" = 1'-0"A4 Renovated Site

OVE

NDW

REF

.

WD

UP

DN

OVE

NDW

REF

.

WD

UP

DN

WIN

E

Trash

Microwave

A/C

Hood &Range

6"Ben

ch /

Sto

rage

Tras

h

6"

24"

6"

12"12"

LIVING ROOM

DEN / OFFICE

FAMILY ROOM

KITCHEN

FORMAL DININGROOM

GARAGE

LAUNDRY/PANTRY

MAID'SBATHROOM

MAID'S ROOM

ZON

E 4

ZON

E 5

ZONE 5

ZON

E 5

ZONE 5ZONE 4ZONE 5

ZON

E 5

ZON

E 4

ZON

E 5

ZONE 5ZONE 4ZONE 5

ZON

E 5

ZON

E 4

ZON

E 5

ZONE 5

ZONE 5

ZON

E 5

ZON

E 4

ZON

E 5

ZONE 5 ZONE 4 ZONE 5

ZON

E 5

ZON

E 4

ZON

E 5


ZON

E 5

FOYER

W.I.C212

W.I.C211

BEDROOM 1

BEDROOM 2

BEDROOM 3

MASTERBEDROOM

HER CLOSET

HIS CLOSETBATHROOM 2

MASTERBATHROOM

TOILET ROOM

BATHROOM 1

ZON

E 4

ZONE 5

ZON

E 5

ZONE 5ZONE 5

ZON

E 5

ZON

E 4

ZON

E 5


ZON

E 5

ZONE 4

ZON

E 5

ZON

E 5

ZON

E 4

W.I.C

W.I.C

BEDROOM 1

BEDROOM 2

BEDROOM 3

MASTERBEDROOM

HER CLOSET

HIS CLOSETBATHROOM 2

MASTERBATHROOM

TOILET ROOM

BATHROOM 1

4' - 8" 3' - 0" 3' - 0" 5' - 11" 2' - 11" 6' - 2 1/2" 3' - 0" 3' - 0" 4' - 5 1/2"

6' -

1"3'

- 0"

3' -

0"6'

- 8"

1' - 11 1/2"

4' - 0" 3' - 0 1/2"

13' -

1 1

/2"

2' -

0"11

' - 3

"

6' - 7 1/2" 6' - 0" 11' - 0" 6' - 0" 8' - 5" 4' - 0" 3' - 1 1/2"

4' -

11"

3' -

0"3'

- 0"

6' -

11 1

/2"

4' -

6"10

' - 1

0 1/

2"3'

- 0"

3' -

0"5'

- 10

1/2

"

A/C

6"

6"

24"

6"

12"

12"

LIVING ROOM

DEN / OFFICE

FAMILY ROOM

KITCHEN

FORMAL DININGROOM

GARAGE

LAUNDRY/PANTRY

MAID'SBATHROOM

MAID'S ROOM

5' - 10 1/2" 6' - 0" 3' - 2" 6' - 0" 3' - 5" 6' - 0" 7' - 7" 4' - 0" 3' - 1 1/2"

3' -

7 1/

2"4'

- 6"

8' -

6"4'

- 6"

11"

3' - 11" 3' - 0" 6' - 6" 2' - 10"

2' - 6 1/2"

1' - 6"

1' - 4"

7' - 4"

1' -

4"3'

- 0"

10' -

11

1/2"

3' -

0"3'

- 11

1/2

"3'

- 0"

8' -

2"3'

- 0"

3' -

9"

2' - 3" 3' - 0" 3' - 9 1/2"6' - 11 1/2" 4' - 10" 5' - 6" 10' - 9" 4' - 7"

7' -

3 1/

2"16

' - 0

"3'

- 8"

8' - 2" 6' - 0" 8' - 2"

8' -

8"6'

- 0"

8' -

8"

4' - 8 1/2" 2' - 10"

2' - 7 1/2"

3' -

4 1/

2"3'

- 0"

4' -

2"

FOYER

1' -

5"3'

- 0"

6 1/

2"




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A

B

C

D

3/16" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-010

Zone Diagram

GENERAL WIND PRESSURE NOTES

1. ALL PRESSURES ARE BASED ON THE FLORIDA BUILDING CODE2010, TABLE R.301.2(2) AND R301.2(3).

2. THE STRUCTURE IS LOCATED IN THE WIND BOURNE DEBRISREGION OF 180 MPH (MIAMI-DADE COUNTY). ALL PRESSURESARE BASED ON THIS LOCATION.

3. COMPONENT AND CLADDING PRESSURE ZONES AREDETERMINED BY FLORIDA BUILDING CODE 2010, FIGURER301.2(7).

4. BASED ON FBC - RESIDENTIAL 2010, SEC. R4403.9.3THEEXPOSURE CATEGORY "C" SHALL APPLY FOR WIND PRESSURECALCULATIONS OR DETERMINATIONS PER TABLE R.301.2(2).

5. ALL LOADS ARE ASSOCIATED WITH THE LOWER EFFECTIVEAREA TO BE MORE CONSERVATIVE THAN INTERPOLATEDCALCULATIONS.

3/16" = 1'-0"B2 Ground Floor - Zone Diagram

3/16" = 1'-0"A2 Second Floor - Zone Diagram 3/16" = 1'-0"A4 Second Floor - Window and Door Location

3/16" = 1'-0"B4 Ground Floor -Window and Door Location

OVE

N

DW

REF

.

WD

UP

DN

FOYER

A/C

6"

6"

24"

6"

12"

12"

LIVING ROOM

DEN / OFFICE

FAMILY ROOM

KITCHEN

FORMAL DININGROOM

GARAGE

LAUNDRY/PANTRY

MAID'SBATHROOM

MAID'S ROOM

78.71/-85.32

12-0221.14 OR EQUALAluminum Single Hung

Window - L.M.I

w: 36"h: 48"

78.71/-85.32


Window - L.M.I

w: 36"h: 48"

78.71/-85.32


Window - L.M.I

w: 36"h: 48"

78.71/-105.3


Window - L.M.I

w: 36"h: 48"

75.20/-81.81w: 72"h: 78"75.20/-81.81

w: 72"h: 78"

75.20/-81.81w: 72"h: 78"

78.71/-85.32


Window - L.M.I

w: 52"h: 48"

78.71/-105.3


Window - L.M.I

w: 54"h: 38"

75.20/-98.28w: 34"h: 84"

78.71/-85.32


Window - L.M.I

w: 36"h: 48"

78.71/-105.3


Window - L.M.I

w: 36"h: 42"

75.20/-81.81


Window - L.M.I

w: 72"h: 48"

75.20/-98.28w: 34"h: 84"

75.20/-81.81


Window - L.M.I

w: 72"h: 48"


Window - L.M.I

w: 72"h: 48"

75.20/-81.81

12-0706.04 OR EQUALAluminum Glazed Doors -

Impact

w: 36"h: 84"

75.20/-81.81


Window - L.M.I

w: 72"h: 48"

78.71/-105.3


Window - L.M.I

w: 36"h: 48"

78.71/-105.3


Window - L.M.I

w: 52"h: 48"

78.71/-105.3


Window - L.M.I

w: 16"h: 24"

75.20/-98.28

78.71/-105.3


Window - L.M.I

w: 36"h: 48"


Impact


Impact


Impact


Impact


Impact

W.I.C212

W.I.C211

BEDROOM 1

BEDROOM 2

BEDROOM 3

MASTERBEDROOM

HER CLOSET

HIS CLOSET

BATHROOM 2

MASTERBATHROOM

TOILET ROOM

BATHROOM 1

12.0221.14 OR EQUALAluminum Single Hung

Window - L.M.I

78.71/-85.32


Window - L.M.I

w: 54"h: 18"


Window - L.M.I


Window - L.M.I

78.71/-85.32


Window - L.M.I

w: 36"h: 36"


Window - L.M.I


Window - L.M.I

78.71/-85.32

75.20/-81.81w: 72"h: 48"75.20/-81.81

w: 72"h: 48"

75.20/-81.81w: 72"h: 48"

75.20/-81.81w: 72"h: 48"

75.20/-81.81w: 72"h: 48"

78.71/-105.3


Window - L.M.I

w: 52"h: 48"


Window - L.M.I

w: 52"h: 48"78.71/-105.3


Window - L.M.I

w: 16"h: 24"

75.20/-81.81w: 72"h: 78"

75.20/-81.81w: 72"h: 78"


Impact


Impact




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A

B

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1/4" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-012

Wind Pressure

1/4" = 1'-0"A3 Ground Floor - Wind Pressure

WIND LOAD CALCULATIONS

BASED ON TABLE R301.2(2) COMPONENT AND CLADDINGLOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF30 FEET LOCATED IN EXPOSURE "B" PER THEFBC 2010, RESIDENTIAL.

TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENTCOEFFICIENTS FOR TABLE R301.2(2).EXPOSURE "C" W/ A MEAN ROOF HEIGHT OF 20 FEET: 1.35

72" X 78" TYP.A WINDOW IN ZONE 5 = 24S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCEIN A 180 MPH WIND ZONE IS: 55.7/-72.8USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 55.7 = 75.20 POSITIVE PRESSURE1.35 X -72.8= -98.28 NEGATIVE PRESSURE

72" X 78" TYP.A WINDOW IN ZONE 4 = 24 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCEIN A 180 MPH WIND ZONE IS: 55.7/-60.6USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 55.7 = 75.20 POSITIVE PRESSURE1.35 X -60.6 = -81.81 NEGATIVE PRESSURE

36" X 48" TYP.B WINDOW IN ZONE 5 = 12 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-78.0USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 58.3 = 78.71 POSITIVE PRESSURE1.35 X -78.0 = -105.3 NEGATIVE PRESSURE

*ALL WINDOWS MUST BE LARGE MISSILE IMPACT (LMI)

1/4" = 1'-0"A5 Second Floor - Wind Pressure

36" X 48" TYP.B WINDOW IN ZONE 4 = 12 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-63.2USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 58.3 = 78.71 POSITIVE PRESSURE1.35 X -63.2 = -85.32 NEGATIVE PRESSURE

54" X 38" TYP.C WINDOW IN ZONE 5 = 15 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-78.0USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 52.2 = 78.71 POSITIVE PRESSURE1.35 X -78.0 = -105.3 NEGATIVE PRESSURE

36" X 42" TYP.E WINDOW IN ZONE 5 = 10.5 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-78.0USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 52.2 = 78.71 POSITIVE PRESSURE1.35 X -78.0 = -105.3 NEGATIVE PRESSURE

54" X 18" TYP.F WINDOW IN ZONE 4 = 6.8 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-63.2USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 58.3 = 78.71 POSITIVE PRESSURE1.35 X -63.2 = -85.32 NEGATIVE PRESSURE

48" X 48" TYP.G WINDOW IN ZONE 4 = 16 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-63.2USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 58.3 = 78.71 POSITIVE PRESSURE1.35 X -63.2 = -85.32 NEGATIVE PRESSURE

36" X 36" TYP.I WINDOW IN ZONE 4 = 9 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-63.2USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 58.3 = 78.71 POSITIVE PRESSURE1.35 X -63.2 = -85.32 NEGATIVE PRESSURE

16" X 34" TYP.D WINDOW IN ZONE 5 = 4.5 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-78.0USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 52.2 = 78.71 POSITIVE PRESSURE1.35 X -78.0 = -105.3 NEGATIVE PRESSURE

54" X 48" TYP.H WINDOW IN ZONE 4 = 18 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS:58.3/-63.2USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 58.3 = 78.71 POSITIVE PRESSURE1.35 X -63.2 = -85.32 NEGATIVE PRESSURE

34" X 84" DOOR IN ZONE 5 = 25 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 58.3/-63.2USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 58.3 = 75.20POSITIVE PRESSURE1.35 X -63.2 = -98.28NEGATIVE PRESSURE

74" X 78" FRENCH DOOR IN ZONE 4 = 42 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 55.7/-60.6USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 55.7 = 75.20 POSITIVE PRESSURE1.35 X -60.6= -81.81 NEGATIVE PRESSURE

36" X 84" FRENCH DOOR IN ZONE 4 = 21 S.F.PER TABLE R301.2(2) THE REQUIRED CLADDING FORCE INA 180 MPH WIND ZONE IS: 55.7/-60.6USING EXPOSURE ADJUSTMENT COEFFICIENT FROMTABLE R301.2(3) OF 1.35, THE ADJUSTED AMOUNTS ARE:1.35 X 55.7 = 75.20 POSITIVE PRESSURE1.35 X -60.6= -81.81 NEGATIVE PRESSURE

UP

DN

OVE

N

DW

REF

.

WD

WIN

E

168 SF

DEN / OFFICE103

Trash

Microwave

A/C

Hood &Range

6"

Ben

ch /

Stor

age

17' - 9" 25' - 10"

18' -

5"

20' -

2"

4' - 0" 2' - 10" 3 1/2" 3' - 0 1/2" 2' - 4" 3' - 0" 3' - 4 1/2" 4 1/2" 3' - 8" 2' - 8" 2' - 1 1/2" 3' - 3" 5' - 8" 3' - 10 1/2" 1' - 0" 11' - 11 1/2" 9' - 0 1/2"

11' -

8"

5' -

8"6'

- 2"

2' -

0 1/

2"

5' -

0"1'

- 1"

4' -

0"1'

- 5"

3' -

0"4"

22' -

8 1

/2"

4"2'

- 10

"10

1/2

"18

' - 3

1/2

"

3' -

8 1/

2"

13' -

5 1

/2"

2' -

10"

9"2'

- 10

"2'

- 8"

3' -

0"2'

- 0"

4' -

0 1/

2"4'

- 7"

7' -

5"

6 1/

2"4'

- 0"

10' -

7 1

/2"

6' -

1 1/

2"2'

- 8"

3' -

0"3'

- 0"

4' -

0"7'

- 9"

1' -

10 1

/2"

7' - 6" 2" 2' - 0" 3' - 2" 2' - 5" 5"

Tras

h

6"

24"

6"

12"

12"

EXISTING WALLS

NEW WALLS

WALL LEGEND

265 SF

LIVING ROOM102

196 SF

FORMAL DININGROOM

105

368 SF

KITCHEN106

583 SF

FAMILY ROOM104

28 SF

POWDER ROOM109

167 SF

LAUNDRY/PANTRY108

76 SF

MAID'S ROOM110

48 SF

MAID'SBATHROOM

111

465 SF

GARAGE112

102

101

103

104

105

106

107

108

109

110

111

112113

114

115 116 117

AA

A

A

H

B

B

B

B

B

C

B

D

E

2' -

7"

2' -

6"4'

- 9"

A-501D4 D5

C5

C4

A-501

B4

A-501B5

A-502C5

A-502D2

A-502

D3

13' - 0" 4' - 1" 4' - 6"

7' - 0 1/2" 2' - 0"

D4D5

A-502 B5B4

A-501 A4B2

A2

A1

130 SF

FOYER101

G

B

A-503 A2

A3

A4

A-503 D5

A2A-410

A1A-410

A3A-410

A4A-410

EMERGENCY ESCAPE ANDRESCUE OPENING WINDOW

A-503

D4

A-503

C4

A-503 B2A-503C5

A-503 B4B5

A5

A-504 D3

D4

D5

A-504D2

C5

2' - 10" 3' - 0 1/2" 5' - 0"

A-501C2

1. THE MAID'S ROOM WILL BE A NEW ENCLOSED AND AIR CONDITIONED SPACE. IT WILL HAVE A NEW GYPSUM WALL BOARD CEILING 8'-8" A.F.F.

2. ALL NEW DOORS AND WINDOWS TO BE REVIEWED AND SELECTED BY ARCHITECT.

3. ALL NEW INTERIOR WALLS MUST HAVE AN STC- RATING OF 52.

4. ALL EXTERIOR DOORS AND WINDOWS, UNLESS OTHERWISE NOTED, ARE TO BE REPLACED WITH IMPACT RESISTANT MIAMI- DADE N.O.A APPROVED PRODUCTS.

5. ALL NEW INTERIOR GYPSUM WALL BOARD MUST MEET LEVEL 5 FINISH REQUIREMENTS.

6. REFER TO SHEET DM-101 FOR ALL WALLS TO BE REMOVED OR DEMOLISHED.

7. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF ALL NEW BEARING WALLS.

1. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC 2010, SECTION R320.1.)

2. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC 2010, SECTION R320.1.1).

3. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC 2010, SECTION R320.1.2).

4. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC 2010, SECTION R320.1.3).

5. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE-TREATMENT IS REQUIRED (FBC 2010, SECTION R320.1.4).

6. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNTATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC 2010, SECTION R320.1.5).

7. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'0" OF THE STRUCTURE SIDE WALLS (FBC 2010, SECTION R320.1.6).

8. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICALBARRIER IS APPLIED, SHALL BE RETREATED (FBC 2010, SECTION R320.1.6).

9. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC 2010, SECTION R320.3).

10. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISHES LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC 2010, SECTION R704).

TERMITE PROTECTION CRITERIA

GENERAL NOTES




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As indicated

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-101

Floor Plan - Level1

3/8" = 1'-0"A5 Ground Floor -Renovation Plan

W.I.C212

29 SF

W.I.C211

261 SF

BEDROOM 1201

190 SF

BEDROOM 2203

292 SF

BEDROOM 3209

282 SF

MASTERBEDROOM

204

3' - 0" 2' - 6" 3' - 3"

2' - 6" 2' - 10" 4' - 10 1/2" 2' - 10"

4" 1' - 11"

4' - 0 1/2" 15' - 2" 3' - 9" 2' - 1 1/2" 3' - 2 1/2"

4"3'

- 0"

4' -

10 1

/2"

6' -

2 1/

2"4'

- 0"

4"

5' -

5"4"

3' -

0"15

' - 5

1/2

"

2' - 6" 2' - 10" 4' - 11" 2' - 10" 7" 3' - 11 1/2" 1' - 8 1/2" 6' - 10 1/2"

8 1/2"

2' - 10" 4' - 10"

6' -

11 1

/2"

1' -

3"4'

- 0"

3' -

5"3'

- 0"

4"5'

- 5

1/2"

2' - 9" 4' - 0" 8' - 4 1/2"

2' - 6" 2' - 10" 4' - 11" 2' - 10" 2"

1' - 10 1/2" 6' - 3 1/2"

13' - 1 1/2"

58 SF

HER CLOSET206

32 SF

HIS CLOSET205

40 SF

BATHROOM 2210

141 SF

MASTERBATHROOM

207

26 SF

TOILET ROOM208

77 SF

BATHROOM 1202

EXISTING WALLS

NEW WALLS

WALL LEGEND

11' -

0"

3' -

0"6

1/2"

10' -

0"

4" 3' -

0"8'

- 8"

6' -

11 1

/2"

201

202203

204 205

206

207

208

209210

212

213

215

214

216

217

218

AIA

A

F

A

G

D

G

A

24' -

9"

A-502C2

A-502

B3

C3

C4

A-502A2

A-502 A5A3

74 SF

HALLWAY214

A-505 C2

D4

D2

D3

A2A-410

A1A-410




211

A-504C2

C4

B2

B4

A-504 A2

A4

B5

A5

A-505C4

C5

B5

B4

A-505 A5

A4

B2

A2

3' -

5"7'

- 3"

5' -

4"5'

- 1"

3' -

8"

1. THE MASTER BATHROOM WILL BE A NEW ENCLOSED AND AIR CONDITIONED SPACE. IT WILL HAVE A NEW GYPSUM WALL BOARD CEILING 8'-4" A.F.F.

2. ALL NEW DOORS AND WINDOWS TO BE REVIEWED AND SELECTED BY ARCHITECT.

3. ALL NEW INTERIOR WALLS MUST HAVE AN STC- RATING OF 52.

4. ALL EXTERIOR DOORS AND WINDOWS, UNLESS OTHERWISE NOTED, ARE TO BE REPLACED WITH IMPACT RESISTANT MIAMI- DADE N.O.A APPROVED PRODUCTS.

5. ALL NEW INTERIOR GYPSUM WALL BOARD MUST MEET LEVEL 5 FINISH REQUIREMENTS.

6. REFER TO SHEET DM-101 FOR ALL WALLS TO BE REMOVED OR DEMOLISHED.

7. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF ALL NEW BEARING WALLS.

1. A CERTIFICATION OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" (FBC 2010, SECTION R320.1.)

2. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETED (FBC 2010, SECTION R320.1.1).

3. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED (FBC 2010, SECTION R320.1.2).

4. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT (FBC 2010, SECTION R320.1.3).

5. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE-TREATMENT IS REQUIRED (FBC 2010, SECTION R320.1.4).

6. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNTATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT (FBC 2010, SECTION R320.1.5).

7. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'0" OF THE STRUCTURE SIDE WALLS (FBC 2010, SECTION R320.1.6).

8. AN EXTERIOR VERTICAL ELEMENT BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICALBARRIER IS APPLIED, SHALL BE RETREATED (FBC 2010, SECTION R320.1.6).

9. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'0" OF THE BUILDING. THIS INCLUDES ALL GRADE STATES, TUB TRAP BOXES, FORMS, SHORING, OR OTHER CELLULOSE CONTAINING MATERIAL (FBC 2010, SECTION R320.3).

10. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTIOUS FINISHES LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL (FBC 2010, SECTION R704).

TERMITE PROTECTION CRITERIA

GENERAL NOTES




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Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-102

Floor Plan - Level2

3/8" = 1'-0"A5 Second Floor - Renovation Plan

OVE

N

DW

REF

.

WD

UP

DN

FOYER

KITCHEN

Microwave

A/C

6"

6"

24"

6"

12"

12"

LIVING ROOM

DEN / OFFICE

FAMILY ROOM

KITCHEN

FORMAL DININGROOM

GARAGE

LAUNDRY/PANTRY

MAID'SBATHROOM

MAID'S ROOM

EXISTING CONC. FLOOR TO BEREPAINTED

DRIVEWAY TO BE 6" X 12"TUMBLED TRAVERTINE

HERRINGBONE PATTERN

W.I.C212

W.I.C211

BEDROOM 1

BEDROOM 2

BEDROOM 3

MASTERBEDROOM

HER CLOSET

HIS CLOSET

BATHROOM 2

MASTERBATHROOM

TOILET ROOM

BATHROOM 1

NEW EXT. TILE

MATERIAL LEGEND

Teak WoodFlooring

Carrera Marble24" x 24 "

Tile Flooring12" x 24 "Bathroom

Shower Tile4" x 4 "

Porcelain Tile12" x 12"

Tumbled TravertineTile - Ivory 16 x 24

Tumbled TravertineTile - Ivory 6 x 12Herringbone Pattern




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Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-201

Finished FloorPlan

1/4" = 1'-0"A3 Ground Floor - Finished Floor Plan 1/4" = 1'-0"A5 Second Floor - Finished Floor Plan

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"

Garage Floor-1' - 0"

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"


Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"


Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"





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1/4" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-301

Exterior BuildingElevations -Renovation

1/4" = 1'-0"D5 Renovated Exterior Elevation - South

1/4" = 1'-0"C5 Renovated Exterior Elevation - East

1/4" = 1'-0"B5 Renovated Exterior Elevation - West

1/4" = 1'-0"A5 Renovated Exterior Elevation - North




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Oretsky Residence



2013_01

JAP

JAP

JAP

03/20/2013

A-302

Perspectives

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"


C.I.P. CONCRETE SLAB WITHVAPOR BARRIER ON PRECAST CONCRETE GRADE

BEAMS, SEE STRUCTURAL

CLEAN FILL COMPACTEDTO 95% MODIFIED PROCTORPER ASTM D1557. FILL TO BE

POISON TREATED.

C.I.P CONCRETE FOOTINGSEE STRUCTURAL

C.I.P. CONCRETE BEAM,SEE STRUCTURAL

8" CMU WALL

5/8" GYPSUM WALLBOARD ON 7/8" METAL

FURRING HATCHANNELS

5/8" CEMENT PLASTER


7/8" CEMENT PLASTERON METAL LATH ON

3/4" PLYWOODSHEATHING

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"


C.I.P. CONCRETE SLAB WITHVAPOR BARRIER ON PRE CAST

CONCRETE GRADE BEAMS, SEESTRUCTURAL


POISON TREATED.


8" CMU WALL

PRECAST CONC. LINTELSEE STRUCTURAL

5/8" GYPSUM WALL BOARD ON7/8" METAL FURRING HAT

CHANNELS

NEW MIAMI-DADE N.O.A. APPROVEDIMPACT RESISTANT WINDOWS

5/8" CEMENT PLASTER

7/8" CEMENT PLASTER ONMETAL LATH ON 3/4"

PLYWOOD SHEATHING


Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

Garage Roof8' - 6"


PRECAST CONC. LINTELSEE STRUCTURAL




POISON TREATED.


8" CMU WALL


FURRING HATCHANNELS

5/8" CEMENT PLASTER

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

Garage Roof8' - 6"






POISON TREATED.


8" CMU WALL


FURRING HATCHANNELS

5/8" CEMENT PLASTER




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3/4" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-410

Wall Sections &Room Schedule

3/4" = 1'-0"A2 Wall Section 3/4" = 1'-0"A1 Wall Section

3/4" = 1'-0"A3 Wall Section 3/4" = 1'-0"A4 Wall Section

Room Schedule

Room Number Room NameFloor Walls

Ceiling Finish CommentsFloor Finish Base Finish North Wall Finish East Wall Finish South Wall Finish West Wall Finish

101 FOYER Marble Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint102 LIVING ROOM Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint103 DEN / OFFICE Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint104 FAMILY ROOM Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint105 FORMAL DINING ROOM Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint106 KITCHEN Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint107 A/C Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint108 LAUNDRY/PANTRY Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint109 POWDER ROOM Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint110 MAID'S ROOM Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint111 MAID'S BATHROOM Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint112 GARAGE Concrete - Stained G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint201 BEDROOM 1 Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint202 BATHROOM 1 Porcelain Tile Porcelain Tile Porcelain Tile Porcelain Tile G.W.B - Paint Porcelain Tile G.W.B - Paint203 BEDROOM 2 Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint204 MASTER BEDROOM Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint205 HIS CLOSET Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint206 HER CLOSET Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint207 MASTER BATHROOM Marble Tile Marble Tile Marble Tile Marble Tile Marble Tile Marble Tile G.W.B - Paint208 TOILET ROOM Marble Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint209 BEDROOM 3 Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint210 BATHROOM 2 Porcelain Tile Porcelain Tile Porcelain Tile Porcelain Tile Porcelain Tile Porcelain Tile G.W.B - Paint211 W.I.C Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint212 W.I.C Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint213 L.C Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint214 HALLWAY Porcelain Tile G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint G.W.B - Paint

OVE

N

DW

WOOD COMPOSITE SILL CASING

WOOD COMPOSITEJAMB EXTENSIONWOOD COMPOSITE

HEADER/JAMB CASING

FLAT SCREEN TV -WALL MOUNT

WINE RACK OPEN BOOKSHELVE

7' - 3" 10' - 8"

2' -

6 1/

2"1'

- 6"

2' -

8"4"

4' - 1 1/2" 4' - 6" 2' - 4" 7' - 3"

2' -

6 1/

2"1'

- 6"

2' -

8"4"

A-501D4 D5

C5

C4

A-501

B4

A-502 B5B4

WIN

E

Trash

Microwave

6"

Ben

ch /

Stor

age

Tras

h

6"

2' - 1" 2' - 11 1/2"

2' -

2"8"

2' -

10"

6' -

3 1/

2"4'

- 0

1/2"

4' -

7"5'

- 4"

2' -

0"

7' - 6" 5' - 4" 2' - 5" 5"

4" 3' - 0" 6' - 3" 2' - 1"




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Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-501

Kitchen andLaundry/Pantry

Elevations

1/2" = 1'-0"D4 Kitchen - West Wall Elevation 1/2" = 1'-0"D5 Kitchen - East Wall Elevation

1/2" = 1'-0"C5 Kitchen - South Wall Elevation 1/2" = 1'-0"C4 Kitchen Island - North Elevation

1/2" = 1'-0"B4 Kitchen Island - South Elevation 1/2" = 1'-0"B5 Kitchen Island - West Elevation

1/2" = 1'-0"A4 Laundry / Pantry - East Elevation

1/2" = 1'-0"B2 Laundry / Pantry - West Elevation

1/2" = 1'-0"A1 Laundry / Pantry - North Elevation 1/2" = 1'-0"A2 Laundry/ Pantry - South Elevation

3/8" = 1'-0"C2 Enlarged Kitchen Plan

A-502

D3

D4D5

4' - 0" 2' - 10" 2' - 8 1/2"

9' - 6 1/2"

5' -

0"

10" 1' - 4" 7' - 4"

2' -

3"2'

- 10

"2"

5' - 3"

5' -

3"A-502 B5B4

5' - 5 1/2" 2' - 6"

5' -

0"

4" 2' - 10" 4' - 9 1/2"

A-502

B3

C3

C4

2' - 0" 6" 2' - 10" 3 1/2" 2' - 6"

2' - 0" 6" 2' - 10" 9 1/2" 2' - 0"

1' -

8"2'

- 6"

5"5'

- 0"

9' -

7"

8' - 1 1/2"

A-502 A5A3




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3/4" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-502

EnlargedBathroom Plansand Elevations

3/4" = 1'-0"D2 Maid Bathroom - Level 1

3/4" = 1'-0"C5 Powder Room - Level 1

3/4" = 1'-0"D3 Maid's Bathroom - South Elevation 3/4" = 1'-0"D4 Maid's Bathroom - East Elevation

3/4" = 1'-0"D5 Maid's Bathroom - West Elevation

3/4" = 1'-0"B4 Powder Room - West Elevation 3/4" = 1'-0"B5 Powder Room - East Elevation

3/4" = 1'-0"C2 Enlarged Bathroom#3 Plan - Level 2

3/4" = 1'-0"C3 Bathroom#2 - North Elevation

3/4" = 1'-0"B3 Bathroom#2 - South Elevation

3/4" = 1'-0"C4 Bathroom#2 - East Elevation

3/4" = 1'-0"A2 Enlarged Bathroom#2 Plan - Level 2 3/4" = 1'-0"A5 Bathroom#1 - East Elevation

3/4" = 1'-0"A3 Bathroom#1 - West Elevation

WOOD COMPOSITEHEADER/JAMB CASING

WOOD COMPOSITESILL CASING




WOOD COMPOSITE BASE BOARDS

PAINTED G.W.B.

CTRL.SPKL.SPK R.SPK

TV TO BE FLUSH WITHUNIT

LG 60LS5700

OPEN





PAINTED G.W.B.




WOOD COMPOSITEJAMB EXTENSION

PAINTED G.W.B.




PAINTED G.W.B.


WOOD PANELING

6"2'

- 3"

PAINTED G.W.B.


2' -

3"6"

WOOD PANELING

PAINTED G.W.B.



2' -

3"6"










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Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-503

Interior Elevations

1/2" = 1'-0"D4 French Door Elevations 1/2" = 1'-0"D5 Family Room - Entertainment Unit

1/2" = 1'-0"C4 Foyer - South Wall Elevation

1/2" = 1'-0"B2 Living Room - East Wall Elevation

3/8" = 1'-0"C5 Foyer - West Wall Elevation

1/2" = 1'-0"B4 Dining Room - East Elevation 1/2" = 1'-0"B5 Dining Room - West Elevation

1/2" = 1'-0"A5 Dining Room - North Elevation 1/2" = 1'-0"A4 Den/Office - North Elevation

1/2" = 1'-0"A3 Den/Office - South Elevation 1/2" = 1'-0"A2 Den/Office - East Elevation

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"

EXISTING BALCONY RIALING TOBE REMOVED AND REPLACED

WITH NEW

5 6

2

6

2 7 7 7

77

6

4

44

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"

4

4

47

66 6 6

666

8

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"

4

4 4

6 6 6

66

1

66

1

EXISTING BALCONY RIALING TOBE REMOVED AND REPLACED

WITH NEW

58

EXISTING AWNING TO BEREMOVED

Level 10' - 0"

Level 210' - 8"

Foyer1' - 6"

T.O.Beam19' - 0"

Garage Roof8' - 6"

4

4 4

26

1

6

1

6

1

6

166EXISTING BALCONY RIALING TOBE REMOVED AND REPLACEDWITH NEW

5

EXISTING AWNING TO BEREMOVED




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1/4" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

DM-102

Existing BuildingElevations

1/4" = 1'-0"A5 Existing Exterior Elevation - North

1/4" = 1'-0"D5 Existing Exterior Elevation - South

1/4" = 1'-0"C5 Existing Exterior Elevation - West

1/4" = 1'-0"B5 Existing Exterior Elevation - East

DEMOLITION KEY NOTES:

1. PATCH WALLS TO MATCH EXISTING ADJACENT SURFACE IF SCHEDULED TOREMAIN OR PREPARE TO RECIEVE NEW FINISHES.

2. CUT OPENING IN EXISTING EXTERIOR WALL FOR NEW DOOR AND/ORWINDOW. PREPARE ADJACENT SURFACES TO RMAIN TO RECEIVE NEWWORK AS SHOWN.

3. REMOVE EXISTING DOOR AND/OR WINDOW, FRAME AND HARDWARE. TURNOVER TO OWNER OR DISPOSE AT HIS REQUEST.

4. EXISTING ROOF TO BE REPLACED WITH NEW.

5. REMOVE EXISTING SCREEN IN PATIO.

6. ALL WINDOWS TO BE REPLACED WITH NEW MIAMI-DADE N.O.A APPROVEDIMPACT RESISTANT CASEMENT WINDOWS.

7. ALL EXTERIOR DOORS TO BE REMOVED AND REPLACED WITH NEW MIAMI-DADE N.O.A APPROVED IMPACT RESITANT DOORS.

8. EXISTING BRICK STEPS TO BE REMOVED

PAINTED G.W.B.


PAINTEDG.W.B.




PAINTED G.W.B.




PAINTED G.W.B.


CLOSET

PAINTED G.W.B.


PAINTED G.W.B.


CLOSETPAINTED G.W.B.

WOOD COMPOSITEBASE BOARDS


PAINTED G.W.B.




PAINTED G.W.B.







PAINTED G.W.B.


PAINTED G.W.B.


PAINTED G.W.B.





PAINTED G.W.B.PAINTED G.W.B.








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1/2" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-504

Interior Elevations

1/2" = 1'-0"D3 Maid's Room - East Elevation 1/2" = 1'-0"D4 Maid's Room - North Elevation

1/2" = 1'-0"D5 Maid's Room - West Elevation 1/2" = 1'-0"D2 Den/Office - West Elevation

1/2" = 1'-0"C5 Maid's Room - South Elevation 1/2" = 1'-0"C2 Bedroom 3 - West Elevation

1/2" = 1'-0"C4 Bedroom 3 - North Elevation

1/2" = 1'-0"B2 Bedroom 3 - East Elevation 1/2" = 1'-0"B4 Bedroom 3 - South Elevation

1/2" = 1'-0"A2 Bedroom 1 - East Elevation 1/2" = 1'-0"A4 Bedroom 1 - North Elevation

1/2" = 1'-0"B5 Bedroom 1 - South Elevation

1/2" = 1'-0"A5 Bedroom 1 - West Elevation

BENCH

STEAMSHOWER

TUB

PAINTED G.W.B.




FROSTEDSLIDINGDOOR

TUB

PAINTED G.W.B.


PAINTED G.W.B.


MIRROREDCLOSET DOOR

PAINTED G.W.B.



PAINTED G.W.B.


PAINTED G.W.B.


MIRROREDCLOSET DOOR

PAINTED G.W.B.


PAINTED G.W.B.



PAINTED G.W.B.








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12345

A

B

C

A

B

C

D

1/2" = 1'-0"

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-505

Interior Elevations

1/2" = 1'-0"C2 Master Bathroom - East Elevation

1/2" = 1'-0"D4 Master Bathroom - North Elevation 1/2" = 1'-0"D3 Master Bathroom - South Elevation

1/2" = 1'-0"D2 Master Bathroom - West Elevation

1/2" = 1'-0"C4 Master Bedroom - West Elevation 1/2" = 1'-0"C5 Master Bedroom - North Elevation

1/2" = 1'-0"B5 Master Bedroom - East Elevation 1/2" = 1'-0"B4 Master Bedroom - South Elevation

1/2" = 1'-0"A5 Bedroom 2 - East Elevation 1/2" = 1'-0"A4 Bedroom 2 - South Elevation

1/2" = 1'-0"B2 Bedroom 2 - North Elevation

1/2" = 1'-0"A2 Bedroom 2 - West Elevation

NOTES:

• ALL INTERIOR PAINT TO BE SELECTED BY OWNER ANDINTERIOR DESIGNER.

• ALL CASING AND TRIM WORK FOR WINDOWS AND FRENCHDOORS TO BE SELECTED BY OWNER AND INTERIORDESIGNER.

9'-0" A.F.F.

9'-6" A.F.F.

9'-1" A.F.F.

9'-0" A.F.F.

9'-0" A.F.F.

8'-6" A.F.F.

8'-6" A.F.F.

8'-3" A.F.F.

8"4" 6' - 10" 4"8"4" 6' - 10" 4"8"4" 6' - 10" 4"8"6' - 10" 6' - 10"

8"

8"

2' -

9 1/

2"5'

- 6

1/2"

5' -

6 1/

2"5'

- 6

1/2"

2' -

9 1/

2"4"4"

4"4" 2' - 11" 5' - 9 1/2" 2' - 11" 4"4"

8"1' -

10

1/2"

4' -

1 1/

2"4'

- 7

1/2"

4' -

7 1/

2"4'

- 7

1/2"

2' -

4"8"

8" 3' - 2 1/2"

6' -

11"

4"4"

5' - 10" 4"4"

1' -

10 1

/2"

4' - 0"

3' -

2 1/

2"4'

- 0"

4' -

0"4'

- 0"

4' -

0"2'

- 9"

4' - 0"

2' - 11" 2' - 11" 1' - 11"

2' -

8"

1' - 11" 3' - 9 1/2"

2' -

1"5'

- 1"

2' -

3 1/

2"

1' -

2"2'

- 11

"1'

- 2" 2' - 6"

3' - 11"3' - 11"6' - 0" 3' -

5"3'

- 0"

3' - 11"3' - 11"6' - 0"

4' -

0"

3' -

7"3'

- 6"

3' -

5"3'

- 6"

3' - 7"

9' -

11"

3' - 2"3' - 2"8' - 3"

9' -

6"

2' -

9 1/

2"

2' - 1"

3' - 11 1/2"

5' -

0"5'

- 0"

5' -

0"

2' - 5"3' - 8"

3' - 1" 4' - 4"

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

23' - 0" 4' - 4"

4' -

8"

OUTDOOR FAN

8'-3" A.F.F.

TONG AND GROOVE

LIGHTING LEGEND

3" RECESSED LIGHT FIXTURE

PENDENT LIGHT FIXTURE

CEILING LIGHT - FLUSH

CHANDELIER8'-3" A.F.F.

WALL SCONCE

CEILING FAN

CEILING HEIGHT ABOVE FINISHEDFLOOR

REFLECTED CEILING PLAN NOTES

1. INSTALL NEW 5/8" THICK GYPSUM WALLBOARDCEILING ON WOOD RAFTERS.

2. NEW CEILING TO BE INSTALLED AS REQUIRED AND FINISHED SMOOTH BY CONTRACTOR.

3. REFER TO LIGHTING SCHEDULE FOR LIGHT FIXTURE SPECIFICATIONS.

4. ALL SWITCHES ARE DIMMERS, EXCEPT THE CLOSETS, UTILITY ROOM AND EXTERIOR LIGHTING.

5' -

0"5'

- 0"

3' -

4"4"

8"

7' - 6 1/2"2' - 9 1/2"4"8"

3' -

0"3'

- 0"

2' -

2 1/

2"

2' - 9 1/2"

4' - 1"2' - 0"

2' -

5"EQ EQ EQ

2' -

8 1/

2"

4" 2' - 11" 6' - 6" 2' - 11" 4"

7' -

0 1/

2"3'

- 2

1/2"

4"

6' - 6"

7' -

0 1/

2"

EQEQ

EQ

4' - 10" 1' - 3" 3' - 4 1/2"

2' -

3 1/

2"2'

- 3

1/2" 3' - 4 1/2"

6' - 7"2' - 11 1/2"4"

9' -

5 1/

2"4'

- 5"

4"

6' - 7 1/2"

9' -

6"

4"2' - 11 1/2"6' - 7"

9' -

5 1/

2"4'

- 5"

4"

6' - 7"

9' -

6"

3' -

2"4"

11 1/2" 2' - 6"

3' -

1 1/

2"5'

- 5"

5' -

5"3'

- 2"

1' - 8"

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F. 8'-4" A.F.F.8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

OUTDOORWALL

SCONCE

OUTDOORWALL

SCONCE




aa-26001789ib-26001134

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DateIssueNumber

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Title

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12345

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A

B

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A

B

C

D

As indicated

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-601

Reflected CeilingPlan

1/4" = 1'-0"A3 Reflected Ceiling Plan - Ground Floor 1/4" = 1'-0"A5 Reflected Ceiling Plan - Second Floor

1/4"

RUN FLOOR FINISHUNDER THRES.

FLOOR FINISH(SEE SCHEDULE)

RECESSED SLAB FOR TILEFLOOR WHERE IT OCCURS

DOOR(SEE SCHEDULE)

NOTE:THRES. MUST MEETMAXIMUM HEIGHT ANDSLOPE PER ADAREQUIREMENTS.

ALUM. THRES.SET IN CONT. BEDOF SEALANT - ANCHORRECESSED - F.H. SCREWS INEXPN. SHIELDS AT 8" O.C.

FLOOR FINISH(SEE SCHEDULE)

REDUCER STRIPCONCRETE SLAB

SOLID WOODFRAME

SEALANT

STD. ANCHORS

2X4 WD STUDS

5/8" GYPSUMWALLBOARD

5 7/8"

3 15/16"

1 15/16"

1/2"5/

8"2"

5/8" GYPSUM WALL BOARD

2X4 WD STUDS

SOLID WOOD FRAME

SEALANT CONT TYP.

STD ANCHORS

2"5/

8"

1 15/16"

5 7/8"

1 15/16" 2" STD.ANCHORS

SOLID WOODFRAME

CMU

5/8" GWB ONFURRING

CHANNELS

SEALANT

1/4"

2"5/

8"

5 7/8"

CMU

GYPSUMPLASTER

ALUMINUMFRAME1 15/16"

2"1 15/16"

SEALANT

5/8" GWBONFURRINGCHANNELS

25 GAGALV.ANGLE


6" 20 GA METAL STUDS

SOLID WOOD POCKETDOOR FRAME

SEALANTCONT. TYP.

EQ.

EQ.


6" 20 GA METAL STUDS

SOLID WOOD FRAMESEALANT CONT TYP.

1/4"

2"5/

8"

5 7/8"

CONC.LINTEL

GYPSUMPLASTER

ALUMINUMFRAME

1 15/16"2"

1 15/16"

SEALANT

5/8" GWBONFURRINGCHANNELS

25 GAGALV.ANGLE

1 15/16"

5 7/8"

2"1 15/16"

5/8"

2"

25 GA GALV.ANGLE

SEALANT

SOLIDWOODFRAME

5/8" GWB ONFURRING

CHANNELS

CONC. LINTEL

5 7/8"

1/2"

2"

SEALANT

SOLID WOOD FRAME

2X4 WD STUDS

5/8" GYPSUMWALL BOARD

STD ANCHORS

5 7/8"

1/2"

3 15/16"

5/8"

2"

1 15/16"

SEALANT

SOLID WOODFRAME

2X4 WD STUDS

5/8" GYPSUMWALL BOARD

STD ANCHORS

1 2

IMPACT RESISTANTGLAZING FOREXTERIOR DOORSONLY

SOLID COREDOOR

A B

C D

SOLID COREDOOR

E




aa-26001789ib-26001134

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Revisions

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DateIssueNumber

Date

Job Number

Scale

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Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence



2013_01

SM

JAP

JAP

03/20/2013

A-801

Door Schedulesand Details

Door Schedule

Door Number Door TypeDoor

Fire Rating HardwareFrame

CommentsWidth Height Thickness Material Finish Frame Type Frame Material Jamb Head Sill101 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD4 HD4 T1102 D 5' - 8" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD3 HD3 T2103 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2104 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2105 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2106 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2107 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2108 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD3 HD3 T2109 C 4' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2110 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2111 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2112 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2113 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD4 HD4 T1114 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD4 HD4 T1115 B 6' - 0" 6' - 8" 0' - 2" Glass Glass, Clear Glazing N/A N/A 2 Aluminum JD4 HD4 T1116 B 6' - 0" 6' - 8" 0' - 2" Glass Glass, Clear Glazing N/A N/A 2 Aluminum JD4 HD4 T1117 B 6' - 0" 6' - 8" 0' - 2" Glass Glass, Clear Glazing N/A N/A 2 Aluminum JD4 HD4 T1201 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2202 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2203 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2204 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2205 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2206 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2207 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2208 A 4' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2209 B 6' - 0" 6' - 8" 0' - 2" Glass Glass, Clear Glazing N/A N/A 2 Aluminum JD4 HD4 T1210 B 6' - 0" 6' - 8" 0' - 2" Glass Glass, Clear Glazing N/A N/A 2 Aluminum JD4 HD4 T1211 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2212 A 2' - 0" 6' - 8" 0' - 1 1/2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2213 E 2' - 6" 6' - 8" 0' - 1 1/2" Wood - Door Paint N/A N/A 1 Wood JD5 HD5 T2214 A 4' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2215 A 2' - 10" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2216 A 3' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2217 A 1' - 8" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 1 Wood JD1 HD1 T2218 C 4' - 0" 6' - 8" 0' - 2" Wood - Door Paint N/A N/A 2 Wood JD2 HD2 T2 Existing Door To Remain

6" = 1'-0"B2 Threshold - T1

6" = 1'-0"A1 Threshold - T2

6" = 1'-0"D5 Jamb - JD1

6" = 1'-0"C5 Jamb - JD2

6" = 1'-0"A5 Jamb - JD3 6" = 1'-0"A4 Jamb - JD4

6" = 1'-0"A2 Jamb - JD5 6" = 1'-0"A3 Header - HD5

6" = 1'-0"B5 Header - HD4 6" = 1'-0"B Header - HD3

6" = 1'-0"C4 Header - HD2 ( Jamb Similar)

6" = 1'-0"D4 Header - HD1

1/4" = 1'-0"C3 Frame Types

1/4" = 1'-0"B3 Door Types

5 1/2" 2' - 10 1/2" 3" 2' - 10 1/2" 5 1/2"

5 1/

2"4'

- 0"

4"

HEAD, JAMB, SILL

SINGLE HUNG WINDOW DETAIL

SCALE: N.T.S.

WINDOW ATTACHMENT DETAIL

NOTE:

SCALE: N.T.S.

WINDOW CONNECTION SPEC.

NOTE: ANCHORING OFALUMINUM WINDOW FRAMETO EXISTING FRAMEDOPENING SHALL ASTM929-79, TYPE S, GRADE,NS, USE NT, FEDERALSPEC.TT-S001657. TYPE 1PERFORMANCECHARACTERISTICS TOOPENING W/ MIN.RECOMMENDED FASTENERSBY WINDOW MFG.

WINDOW INSTALLATIONAS PER MANUFACTURER

STUCCO

CONTINUOUS SEALANTWITH BACKER ROD FORENTIRE PERIMETERE OF

UNITFIBERGLASS BATT INSUL.

ALL NEW WINDOWS SHALL BECONSTRUCTED TO MEET 140 MPH WINDLOAD & LARGE MISSLE IMPACTCRITERIA

GYPSUM WALL BOARD

C.M.U. WALL

P.T. WD. BLOCKING,AS REQUIRED.

5 1/2" 3' - 0" 5 1/2"

5 1/

2"4'

- 0"

4"

5 1/2" 2' - 1" 3" 2' - 1 1/2" 5 1/2"

5"3'

- 1"

4"

2' - 0"

2' -

0"

5 1/2" 3' - 0" 5 1/2"

5 1/

2"3'

- 6"

4"

4' - 6"

1' -

6"

5 1/2" 1' - 10 1/2" 3" 1' - 10 1/2" 5 1/2"

5 1/

2"4'

- 0"

4"

5 1/2" 4' - 6 1/2" 5 1/2"

5 1/

2"4'

- 0"

4"

5 1/2" 3' - 0" 5 1/2"

5 1/

2"3'

- 0"

4"




aa-26001789ib-26001134

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Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence



2013_01

JAP

JAP

JAP

03/20/2013

A-802

WindowElevations and

Details

1" = 1'-0"A2 Typ.A

SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGSR310.1 Emergency escape and rescue required.Basements, habitable attics and every sleeping room shall haveat least one operable emergency escape and rescue opening.Where basements contain one or more sleeping rooms,emergency egress and rescue openings shall be required ineach sleeping room. Where emergency escape and rescueopenings are provided they shall have a sill height of not morethan 44 inches (1118 mm) above the floor. Where a dooropening having a threshold below the adjacent ground elevationserves as an emergency escape and rescue opening and isprovided with a bulkhead enclosure, the bulkhead enclosureshall comply with Section R310.3. The net clear openingdimensions required by this section shall be obtained by thenormal operation of the emergency escape and rescue openingfrom the inside. Emergency escape and rescue openings with afinished sill height below the adjacent ground elevation shall beprovided with a window well in accordance with SectionR310.2. Emergency escape and rescue openings shall opendirectly into a public way, or to a yard or court that opens to apublic way.

R310.1.1 Minimum opening area.All emergency escape and rescue openings shall have aminimum net clear opening of 5.7 square feet (0.530 m2).

Exception: Grade floor openings shall have a minimum net clearopening of 5 square feet (0.465 m2).

R310.1.2 Minimum opening height.The minimum net clear opening height shall be 24 inches (610mm).

R310.1.3 Minimum opening width.The minimum net clear opening width shall be 20 inches (508mm).

R310.1.4 Operational constraints.Emergency escape and rescue openings shall be operationalfrom the inside of the room without the use of keys, tools orspecial knowledge.

**EMERGENCY ESCAPE WINDOW**

1" = 1'-0"B2 Typ.B

1" = 1'-0"C2 Typ.C

1" = 1'-0"D1 Typ.D 1" = 1'-0"D2 Typ.E

1" = 1'-0"C3 Typ.F

1" = 1'-0"B3 Typ.G

1" = 1'-0"A3 Typ.H

1" = 1'-0"C5 Typ.I

8'-3" A.F.F.

9'-6" A.F.F.

9'-1" A.F.F.

8'-3" A.F.F.

8'-6" A.F.F.

8'-6" A.F.F.

8'-6" A.F.F.

8'-3" A.F.F.

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR FAN

UP

DN

OV

EN

DW

RE

F.

WD

VEG. GARDEN

WIN

E

168 SF

DEN / OFFICE

103

Trash

Microwave

A/C

Hood &

Range

6"

Bench / S

torage

Trash

6"

24"

6"

12"

12"

265 SF

LIVING ROOM

102

196 SF

FORMAL DINING

ROOM

105

368 SF

KITCHEN

106

583 SF

FAMILY ROOM

104

28 SF

POWDER ROOM

109

167 SF

LAUNDRY/PANTRY

108

76 SF

MAID'S ROOM

110

48 SF

MAID'S

BATHROOM

111

465 SF

GARAGE

112

FOYER

101

cube² (architecture+design)

2700 north miami avenue

suite 804

miami, fl 33127

t: 305.586.8169

www.cube2architecture.com

aa-26001789

ib-26001134

BIN

DIN

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Design Professional

FL License

Number

Signature

Jorge Alberto Pernas

AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

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A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

M-101

Mechanical Plan -

Level 1

W.I.C

212

29 SF

W.I.C

211

265 SF

BEDROOM 1

201

190 SF

BEDROOM 2

203

288 SF

BEDROOM 3

209

282 SF

MASTER

BEDROOM

204

58 SF

HER CLOSET

206

32 SF

HIS CLOSET

205

40 SF

BATHROOM 2

210

149 SF

MASTER

BATHROOM

207

26 SF

TOILET ROOM

208

77 SF

BATHROOM 1

202

74 SF

HALLWAY

214

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

OUTDOOR

WALL

SCONCE

OUTDOOR

WALL

SCONCE

½

½ ½

½



suite 804

miami, fl 33127

t: 305.586.8169


aa-26001789

ib-26001134

BIN

DIN

G E

DG

E

Design Professional

FL License

Number

Signature


AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

M-102

Mechanical Plan -

Level 2

UP

DN

OV

EN

DW

RE

F.

WD

VEG. GARDEN

WIN

E

168 SF

DEN / OFFICE

103

Trash

Microwave

A/C

Hood &

Range

6"

Bench / S

torage

Trash

6"

24"

6"

12"

12"

265 SF

LIVING ROOM

102

196 SF

FORMAL DINING

ROOM

105

368 SF

KITCHEN

106

583 SF

FAMILY ROOM

104

28 SF

POWDER ROOM

109

167 SF

LAUNDRY/PANTRY

108

76 SF

MAID'S ROOM

110

48 SF

MAID'S

BATHROOM

111

465 SF

GARAGE

112

FOYER

101

8'-3" A.F.F.

9'-6" A.F.F.

9'-1" A.F.F.

8'-3" A.F.F.

8'-6" A.F.F.

8'-6" A.F.F.

8'-6" A.F.F.

8'-3" A.F.F.

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR SCONCE

OUTDOOR FAN



suite 804

miami, fl 33127

t: 305.586.8169


aa-26001789

ib-26001134

BIN

DIN

G E

DG

E

Design Professional

FL License

Number

Signature


AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

E-101

Electrical Plan -

Level 1

W.I.C

212

29 SF

W.I.C

211

265 SF

BEDROOM 1

201

190 SF

BEDROOM 2

203

288 SF

BEDROOM 3

209

282 SF

MASTER

BEDROOM

204

58 SF

HER CLOSET

206

32 SF

HIS CLOSET

205

40 SF

BATHROOM 2

210

149 SF

MASTER

BATHROOM

207

26 SF

TOILET ROOM

208

77 SF

BATHROOM 1

202

74 SF

HALLWAY

214

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

8'-4" A.F.F.

OUTDOOR

WALL

SCONCE

OUTDOOR

WALL

SCONCE



suite 804

miami, fl 33127

t: 305.586.8169


aa-26001789

ib-26001134

BIN

DIN

G E

DG

E

Design Professional

FL License

Number

Signature


AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

E-102

Electrical Plan -

Level 2

UP

DN

OV

EN

DW

RE

F.

WD

VEG. GARDEN

WIN

E

168 SF

DEN / OFFICE

103

Trash

Microwave

A/C

Hood &

Range

6"

Bench / S

torage

Trash

6"

24"

6"

12"

12"

265 SF

LIVING ROOM

102

196 SF

FORMAL DINING

ROOM

105

368 SF

KITCHEN

106

583 SF

FAMILY ROOM

104

28 SF

POWDER ROOM

109

167 SF

LAUNDRY/PANTRY

108

76 SF

MAID'S ROOM

110

48 SF

MAID'S

BATHROOM

111

465 SF

GARAGE

112

FOYER

101



suite 804

miami, fl 33127

t: 305.586.8169


aa-26001789

ib-26001134

BIN

DIN

G E

DG

E

Design Professional

FL License

Number

Signature


AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

P-101

Sanitary Plan -

Level 1

W.I.C

212

29 SF

W.I.C

211

265 SF

BEDROOM 1

201

190 SF

BEDROOM 2

203

288 SF

BEDROOM 3

209

282 SF

MASTER

BEDROOM

204

58 SF

HER CLOSET

206

32 SF

HIS CLOSET

205

40 SF

BATHROOM 2

210

149 SF

MASTER

BATHROOM

207

26 SF

TOILET ROOM

208

77 SF

BATHROOM 1

202

74 SF

HALLWAY

214



suite 804

miami, fl 33127

t: 305.586.8169


aa-26001789

ib-26001134

BIN

DIN

G E

DG

E

Design Professional

FL License

Number

Signature


AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

P-102

Sanitary Plan -

Level 2

UP

DN

OV

EN

DW

RE

F.

WD

VEG. GARDEN

WIN

E

168 SF

DEN / OFFICE

103

Trash

Microwave

A/C

Hood &

Range

6"

Bench / S

torage

Trash

6"

24"

6"

12"

12"

265 SF

LIVING ROOM

102

196 SF

FORMAL DINING

ROOM

105

368 SF

KITCHEN

106

583 SF

FAMILY ROOM

104

28 SF

POWDER ROOM

109

167 SF

LAUNDRY/PANTRY

108

76 SF

MAID'S ROOM

110

48 SF

MAID'S

BATHROOM

111

465 SF

GARAGE

112

FOYER

101



suite 804

miami, fl 33127

t: 305.586.8169


aa-26001789

ib-26001134

BIN

DIN

G E

DG

E

Design Professional

FL License

Number

Signature


AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

P-103

Water Distribution Plan

- Level 1

W.I.C

212

29 SF

W.I.C

211

265 SF

BEDROOM 1

201

190 SF

BEDROOM 2

203

288 SF

BEDROOM 3

209

282 SF

MASTER

BEDROOM

204

58 SF

HER CLOSET

206

32 SF

HIS CLOSET

205

40 SF

BATHROOM 2

210

149 SF

MASTER

BATHROOM

207

26 SF

TOILET ROOM

208

77 SF

BATHROOM 1

202

74 SF

HALLWAY

214



suite 804

miami, fl 33127

t: 305.586.8169


aa-26001789

ib-26001134

BIN

DIN

G E

DG

E

Design Professional

FL License

Number

Signature


AR92904

ID5632

Revisions

Sheet Information

DateIssueNumber

Date

Job Number

Scale

Drawn

Checked

Approved

Title

Sheet


12345

12345

A

B

C

A

B

C

D

As indicated

Oretsky Residence

Todd and Sheila

Oretsky

665 Buttonwood Lane

Miami, FL 33137

2013_01

RCI

RCI

RCI

3/19/2013

P-104

Water Distribution Plan

- Level 2

oretsky residence - full permit set

Documents