Kassin (Sean Portfolio Set)

R7

R7

R8

W

D

SIN

K

WATERHEATER

FURNACE

LAV

WC

SHOWER

ELECTRICALPANELS

LAUNDRY

CLCL

CLMECHANICAL ROOM

BATH 3

SHOWER

NO WORK

STORAGE

BASEMENT

CRAWL SPACE / FILL

CLCLCLCL

UP

EXEX

R10

R11

R13

34' -

6"

+/-

27' - 4" +/-

R6

R6

R6

R6

R15 R16

R8

R7R17

R8R8

R7

R8

UP DN

DN

DN

WC

LAV

SINK

GAS COOKTOP

SIN

K

ELEC.PANEL

WC

LAV

SHOWER

R11R10

R10

R13

R13

R9

R9

R9R9

R4

R4

R6

R6R6

R8

R8 R7

R8

R2

R13

R1

R4

R4

SEPARATEAPPLICATION

LIVINGDINING

FOYER

CLCL

POWDERROOM

KITCHEN

SITTING ROOM

MEXISTING

ELECTRICALMETER

8'-

7" +

/-

43' -

1"

34' -

6"

+/-

27' - 4" +/-

R6

R8

R11

R9

R10 R8

R7

R5

R4

R12

R8

R13

R8

R7

R2

R11

-

DN

TUB

LAV

LAV

WC

BID

ET

WC

LAV

SHOWER

R11

R8

R7

SEPARATEAPPLICATION

1 STORY ROOFBELOW

MASTERBEDROOM

1 STORY ROOFBELOW

R4

R4R4

R4

R4

BEDROOM 2

R4

BEDROOM 3 BATH 2

BATH 1

2ND FLOORHALL

34' -

6"

+/-

27' - 4" +/-

R7

R1

R11

R12

R11

R12

R18

R3

R3

R6

R7

R7

R6

R6

R14

R6

R2

R8

R7

R8

R7

R11

-

Scale:

ConsultantAddressAddressPhoneFaxe-mail


ARCHITCTS PLLC648 Broadway / Suite 402, New York, NY 10012T.212.254.5210F.212.254.4523

www.wilkinsonarchitects.com

New York: Registered Architect 027917-1Pennsylvania: Registered Architect 402561

National Council of Architectural Registration Board #52853

DOB Barcode

1/4" = 1'-0"

A-101.00

REMOVAL PLAN

KASSIN RESIDENCE1964 EAST 4TH STREET, BROOKLYN, NY 11223

1/4" = 1'-0"1 BASEMENT REMOVAL PLAN

1/4" = 1'-0"2 FIRST FLOOR REMOVAL PLAN

1/4" = 1'-0"3 SECOND FLOOR REMOVAL PLAN

GENERAL REMOVAL NOTESI. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USEDDURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES,AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK.

II. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANTWORK AS WELL AS DISPLAYING ALL PERMITS ON SITE.

III. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TOREMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITIONINSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION.

IV. GENERAL CONTRACTOR TO COOR. W/ OWNER FOR THE HOURS THAT THE DEMO WORK, INCLUDING DEMOLITION REMOVAL CANBE DONE. EXCEPTIONS WILL BE MADE ONLY WITH PRIOR APPROVAL FORM THE LANDLORD.

V. IN THE EVENT THE CONTRACTOR FAILS TO PERFORM THE ABOVE SPECIFIED WORK DEEMED NECESSARY BY THE OWNER,THE OWNER SHALL COMPLETE SUCH WORK AT CONTRACTOR'S / TENANT'S EXPENSE.

VI. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINSLIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER.

VIII. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORED AT SITE JOB.

IX. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. LANDLORDWILL GIVE AUTHORIZATION ONLY AFTER RECEIPTOF PROOF OF A BURNER'S/ WELDER'S PERMIT.

X. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK TO DETERMINE WHETHERTHERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HAZARDOUS SUBSTANCES IN OR NEARARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATELY AND NOTIFICATION GIVEN TO THE OWNER.

XI. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK.

XII. DELIVERY OF ITEMS WILL BE ALLOWED BETWEEN THE HOURS OF 9:00 AM and 4:00 PM. ALL DELIVERIES SHOULD CLEARLYIDENTIFY STORE NAME.

XIII. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITHWORK.

XIV. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKEPRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED.

XV. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER,INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS WHERE WORK IS OCCURRING, WHERE TRAFFIC HAS OCCURRED WHILEIMPLEMENTING WORK, OR WHERE DUST, DIRT, OR DEBRIS HAS MIGRATED THE PARTITION. THESE PERSONNEL SHOULD BERESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE LANDLORD THE LANDLORD WILL BE COORDINATE ALL CLEANUP REQUEST THROUGH THE CONTRACTOR. HOWEVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UPPERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE BUILDING'S STAFF MUST CLEAN UPCONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR.

XVI. ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION.DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN ADVANCED AND OBTAINAPPROVAL BEFORE STARTING THIS WORK.

XVII. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONSON PROJECT RECORD DOCUMENTS.

XVIII. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION.

XIX. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER.

XX. G.C. TO NOTIFY ASBESTOS INVESTIGATOR OF ANY SUSPICIOUS MATERIAL UNCOVERED DURING DEMOLITION NOT NORMALLYACCESSIBLE.

XXI. ALL EXHAUST GRILLES SHALL BE CLOSED AND COVERED TO PREVENT THE SPREAD OF DUST INTO THE SYSTEM UNTILCONSTRUCTION IS COMPLETE.

XXIV. ANY DISRUPTION OF THE ELECTRICAL, PLUMBING AND MECHANICAL TO THE BUILDING SHALL BE COORDINATED WITH THEBUILDING SUPER AND MANAGEMENT WITH THE LENGTH OF TIME DISRUPTION INDICATED.

REMOVAL KEYNOTESKeynote Description

NOTE: GC TO CONFIRM ALL LOAD BEARING PARTITIONS. COORDINATEDEMOLITION WITH STRUCTURAL WORK SHOWN ON STRUCTURALDRAWINGS AND CONSTRUCTION PLANS. GC TO NOTIFY ARCHITECT OFANY DISCREPANCIES

No. Description Date

D.O.B.1 02.23.15

7 OF 23

REMOVE ENTIRE STRUCTURE: ROOF, WALLS, FLOORS, FOUNDATIONS,AND FIXTURES.

R1

REMOVE EXTERIOR WALL ON THIS LEVEL. COORDINATE WITHCONSTRUCTION PLANS AND ELEVATIONS.

R2

REMOVE UPPER PORTION OF EXTERIOR WALL. COORDINATE WITHCONSTRUCTION PLANS AND ELEVATIONS.

R3

REMOVE FINISHED FLOOR AND SUB-FLOOR THIS ROOM.R4

REMOVE MASONRY PORCH. PRESERVE FOUNDATION.R5

REMOVE WINDOW UNIT.R6

REMOVE INTERIOR PARTITION TO EXTENTS SHOWN.R7

REMOVE DOOR AND FRAME.R8

REMOVE CASEWORK.R9

R10

R11

REMOVE VANITY.R12

REMOVE MASONRY STAIR.R13

REMOVE ROOF.R14

REMOVE WATER HEATER.CUT AND CAP BRANCH LINES AS NECESSARY.R15

REMOVE GAS FURNACE. CUT AND CAP BRANCH LINE AS NECESSARY.R16

RELOCATE ELECTRICAL PANELS.COORDINATE WITH CONSTRUCTION PLAN.R17

REMOVE SKYLIGHT.R18

REMOVE APPLIANCE.

REMOVE PLUMBING FIXTURE.CUT AND CAP BRANCH LINES AS NECESSARY.

UP

UP

UP

UP

LAUNDRY

MECH.ROOM

STORAGE 1

STORAGE 2

BATH 3

UNEXCAVATED

EXISTING

UNEXCAVATED

UNEXCAVATED

STORAGE 3

BASEMENT

CRAWL SPACE

UP

SD

SD

NO WORK

EX DRBO2

B03

BN1

BN1

BN1

BN1

BN1

BS1

EXWN

EXWN

3/4" ENGINEERED WOOD

3/4" ENGINEERED WOOD 3/4" ENGINEERED WOOD

3/4" ENGINEERED WOOD

3/8"PORCELAIN TILE

GASDRYER

ELECT.PANEL

ELECT.PANEL

SIN

K

EX LAV

EXWC

EX SHOWER

WASHINGMACHINE

WASHINGMACHINE

CONCRETE SLAB

BO1

B01

EXISTINGCONCRETE SLAB

HALL3/4" ENGINEERED WOOD

DN

1

1

1

1

1

4

3

7R@8 3/4"6T@11"

34' -

6" +

/-20

'-7 1

/2"

(V.I.

F.)

8'-7

" +

/-

27' - 4" +/- (ALIGN WITH EXISTING WALLS)

14' - 2 1/2"

9' -

5"

17' -

9 1

/2"

16' -

0"

8'-

0" (

HO

LD)

21' - 11"

22' - 11 1/2"

14' - 10 1/2" 8' - 1"

6' -

7 1

/2"

16' -

2 1

/2"

11' -

3 1

/2"

11' -

2 1

/2"

8' -

9"

12' - 2 1/2" 12' - 4"

9' -

2"

6' -

1 1

/2"

3 1/2"

3"

27' - 6"

15' -

9 1

/2"

26' - 2"

4

3

I. ALL CONTRACTORS & THEIR SUB-CONTRACTORS SHALL VISIT, BECOME FAMILIARIZED, & VERIFY ALL EXISTINGCONDITIONS PRIOR TO SUBMITTING A PROPOSAL. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THATSUCH AN EXAMINATION HAS OCCURED & LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT ORMATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD SUCH ANEXAMINATION BEEN MADE. THIS EXAMINATION IS TO INCLUDE BUT NOT LIMITED TO VERIFYING WEIGHT, STRUCTURALLIMITATIONS, CLEARANCES, & MANEUVERING SPACE ASSOCIATED W/REMOVAL OF LARGE EQUIPMENT FROM BUILDINGPREMISES, OR ANY SUCH FORSEEABLE SPECIAL REQUIREMENTS. CONTRACTOR SHALL INCLUDE A PRICE BREAKDOWN FORSPECIAL REQUIREMENTS DUE TO SITE RESTRICTIONS OR CONDITIONS.

II. ALL CONTRACTORS AND/OR SUB-CONTRACTORS SHALL OBTAIN DEMOLITION AND/OR CONSTRUCTION PERMITS AND/ OR AUTHORIZATIONS FROM THE BUILDING DEPARTMENT, ARCHITECT, CLIENT, TENANT, AND / OR ENGINEERS AS REQUIREDPRIOR TO THE COMMENCEMENT OF WORK. A COPY OF SUCH DOCUMENTS SHALL BE FURNISHED TO THE OWNERS AND THEARCHITECT PRIOR TO THE COMMENCEMENT OF WORK.

III. WHILE PERFORMING DUTIES ASSOCIATED WITH THIS CONTRACT ALL CONTRACTORS, SUB-CONTRACTORS, ANDTHEIR WORKERS SHALL COMPLY WITH ALL OSHA RULES AND REGULATIONS & WITH THE STANDARD RULES ANDREGULATIONS SET FORTH BY THE OWNERS.

IV. ALL CONTRACTORS AND THEIR SUB-CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER TRADES ANDWILL CONFER WITH ARCHITECT.

V. PROTECT ALL WINDOWS AND VENTS FROM DEBRIS AND DUST DURING CONSTRUCTION. KEEP PREMISES CLEAN ANDDO NOT LET DEBRIS, RUBBISH, OR EXCESS CONSTRUCTION MATERIAL ACCUMULATE OR OBSTRUCT EXITS AND EXITPASSAGEWAYS.

VI. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, CONFLICTS OR AMBIGUITIES WITHINAND BETWEEN THE PLANS, DRAWINGS, AND SPECIFICATIONS COMPRISING THESE CONTRACT DOCUMENTS PRIOR TOSUBMITTING HIS BID PROPOSAL. IF SUCH NOTICE IS NOT FURNISHED TO THE ARCHITECT, THE CONTRACTOR SHALL BEDEEMED TO HAVE INSPECTED THE PLANS, DRAWINGS, SPECIFICATIONS AND JOB CONDITIONS AND HAVE FOUND THEM INPROPER FORM FOR EXECUTION.

VII. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES ORPROCEDURES, OR FOR THE SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK.

VIII. DRAWINGS ARE NOT TO BE SCALED. FOLLOW DIMENSIONS SHOWN.

IX. NO CHANNELING, CUTTING OR CHOPPING OF ANY STRUCTURAL SLAB, ELEMENTS, DEMISING WALLS AND EXTERIORWALLS OR PIPE CHASE / SHAFT ENCLOSURE WALLS SHALL OCCUR DURING THE COURSE OF ANY WORK.

X. NO REMOVAL OF MASONRY BACK-UP MATERIAL AT EXTERIOR OR SHAFT WALLS SHALL OCCUR FOR INSTALLATION OFJUNCTION BOXES, ETC.

XI. ALL FIREPROOFING MUST BE MAINTAINED. ANY FIREPROOFING THAT IS DISTURBED DURING THE COURSE OF THERENOVATION IS TO BE RECONSTITUTED TO CODE COMPLIANT RATINGS.

XII. NO OFFSET OF RISERS (PLUMBING, GAS, ETC) SHALL OCCUR.

XIV. ALL PLUMBING SHALL BE DONE BY A NEW YORK CITY LICENSED PLUMBER AND ALL ELECTRICAL WORK BY A NYCLICENSED ELECTRICIAN IN ACCORDANCE WITH N.Y.C. BUILDING CODES AND REGULATIONS.

XV. PROVIDE NEW BRANCH LINES AT ALL NEW FIXTURES FOR WASTE, VENT AND SUPPLY LINES BACK TO THE RISERS,WITH NEW ACCESSIBLE SHUT-OFF VALVES AT RISER. WASTE LINES MUST BE RE-USED WHERE WHERE CURRENTLYLOCATED IN THE CONCRETE SLAB OR NEW LINES RUN ABOVE THE STRUCTURAL SLAB. INSTALL NEW SUPPLY BALL TYPESTOP VALVES FOR EACH LAV AND TOILET AND NEW BALL SHUT-OFF VALVES FOR THE BATHROOM AS A WHOLE. FIRE RATEDACCESS PANELS ARE REQUIRED AT ALL SHUT-OFF VALVES.

XVI. THE USE OF ELECTRICAL OR AIR HAMMER OR OTHER PNEUMATIC TOOLS ARE NOT PERMITTED TO BE USED DURINGCONSTRUCTION DUE TO THE NOISE FACTOR UNLESS SPECIAL PERMISSION IS GRANTED.

XVII. ALL NECESSARY ELECTRIC, GAS & WATER WORK MUST BE PERFORMED LOCALLY WITHIN THE APARTMENT. ALLNECESSARY SHUTDOWNS SHALL BE COORDINATED WITH THE BUILDING SUPER AND MANAGEMENT. SHUT DOWNS OFSERVICE RISERS TO RELOCATE ELECTRIC PANEL BOXES, SERVICE RISERS OR TO PERFORM PLUMBING WORK WILL NOT BEPERMITTED.

XVIII. PLUMBER TO PROVIDE BACKFLOW PREVENTORS AND BALL VALVES AT ALL PIPE OUT LOCATIONS.

XIX. REPLACE ALL SUPPLY, VENT AND SANITARY LINES BACK TO RISER AT KITCHEN. INSTALL NEW BALL TYPE SHUT-OFFVALVES AT SINK, DISHWASHER AND REFRIGERATOR WATER LINE, AND MASTER SHUT-OFF VALVES FOR KITCHEN AS AWHOLE.

XX. ALL WATER LINES ARE TO BE INSTALLED WITH THERMAL / ACOUSTIC INSULATION TO MINIMIZE SWEATING AND NOISETRANSMISSION, INCLUDING ELBOWS AND FITTINGS.

XXI. ISOLATE COPPER PIPING FROM DISSIMILAR MATERIAL TO PREVENT GALVANIC CORROSION.

XXII. NO PENETRATION THROUGH ANY EXTERIOR WALL IS PROPOSED NOR PERMITTED AS PART OF THIS ALTERATION.

XXIII. GC TO VERIFY THE LOCATION OF ALL EXISTING CONNECTIONS TO THE STACK. BUILDING MANAGEMENT TO INSPECTAND NOTIFY OF OTHER PLUMBING TO BE REPLACED.

XXIV. ALL EXHAUST GRILLES AND DAMPERS MUST BE MAINTAINED, REMAIN ACCESSIBLE AND IN OPERATION. UPONCOMPLETION OF WORK, ALL GRILLES AND DAMPERS ARE TO BE CLEANED.

XXV. GC TO TAKE MEASURES TO INSURE THAT OTHER PORTIONS OF THE BUILDING ARE NOT DAMAGED. ALL EXISTINGCONSTRUCTION ADJACENT TO PUBLIC AREAS OR OTHER APARTMENTS AFFECTED BY THE PROPOSED WORK IS TO BEPATCHED BACK TO IT'S ORIGINAL CONDITION USING MATCHING MATERIALS.

XXVI. NO STORAGE OR WORK IS PERMITTED IN COMMON AREAS AND FIRE STAIRS.

XXVII. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE FREE OF OBSTRUCTION.

XXVIII. CEMENT BOARD IS TO BE USED AT ALL SHOWER, TUB ENCLOSURES AND TILED AREAS. MOLD AND MOISTURERESISTANT WALL BOARD AT ALL OTHER DESIGNATED "WET AREAS".

XXIX. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND THE FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLAREDENDS AND BRASS BUSHINGS, OR BRASS COMPRESSION FITTINGS. (NO PLASTIC; RUBBER OR BRAIDED STAINLESS STEEL.HIGH PRESSURE "NO BURST" BRAIDED STAINLESS STEEL WILL BE ALLOWED TO HOOK-UP APPLIANCES THAT DO NOT HAVEACCESS AFTER INSTALLATION IF DEMONSTRATED THERE IS NO PRACTICAL ALTERNATIVE.)

XXX. THE CONTRACTOR SHALL MAINTAIN ADEQUATE, CLEARLY IDENTIFIED FIRE EXTINGUISHERS THROUGHOUT THE AREAOF WORK.

XXXI. GC TO PROVIDE A COMPLETE PHOTOGRAPHIC SURVEY OF THE ADJACENT APARTMENTS AND PUBLIC SPACES PRIORTO THE COMMENCEMENT OF ANY WORK TO IDENTIFY PRE-EXISTING CONDITIONS. A COPY OF THE SURVEY SHALL BEDELIVERED TO THE MANAGING AGENT.

XXXII. HOT AND COLD BRANCH LINES MUST BE REPLACED AT THE RISER'S CONNECTIONS.

XXXIII. FOUR-ELBOW SWING MUST BE INSTALLED ON THE HOT WATER BRANCH LINE.

XXXIV. WATTS PRESSURE REDUCING VALVES MODEL U5B-Z3 MUST BE INSTALLED ON THE HOT AND COLD WATER BRANCHLINES.

XXXV. SPRING LOADED CHECK VALVES MUST BE INSTALLED ON THE HOT AND COLD WATER BRANCH LINES.

XXXVI. APOLLO BALL VALVES MUST BE INSTALLED ON THE HOT AND COLD WATER BRANCH LINES.

XXXVII. PLUMBERS ARE REQUIRED TO USE TYPE L COPPER TUBING TO SUPPLY WATER TO TOILETS AND SINKS.

XXXVIII.PLUMBERS ARE PROHIBITIED FROM USING PLASTIC TUBING AND/OR RUBBER HOSES TO SUPPLY WATER TOREFRIGERATORS, DISHWASHERS, WASHING MACHINES, INSTANT HOT WATER MAKERS, TOILETS, SINKS AND WATERFILTERS.

XXXIX. PLUMBERS ARE REQUIRED TO INSTALL McGUIRE VALVES UNDER THE SINKS AND TOILETS. PLASTIC STEM VALVESARE PROHIBITIED.

XXXX. GARBAGE DISPOSALS ARE PROHIBITIED.

XXXXI. REGARDING INSTALLATION OF SHOWER STALLS, THE CONTRACTOR AND PLUMBER ARE REQUIRED TO INSTALL ATWO-INCH DRAIN WITH WEEP HOLES AND P-TRAP. TWO-INCH DRAIN MUST BE CONNECTED TO THE EXISTING STACK.

XXXXII. REGARDING INSTALLATION OF SHOWER STALLS, THE CONTRACTOR AND PLUMBER ARE REQUIRED TO USE A 6GUAGE LEAD PAN THAT RETURNS UP THE WALL A MINIMUM OF 12-INCHES.

XXXXIII. REGARDING INSTALLATION OF SHOWER STALLS, THE CONTRACTOR AND PLUMBER ARE REQUIRED TO APPLY A COATOF "BLACK MAGIC" TO THE TOP PORTION OF THE LEAD PAN. "BLACK MAGIC" EXTENDS THE LIFE OF THE PAN AND PREVENTSTHE LEAD PAN FROM DIRECT CONTACT WITH CEMENT WHICH CORRODES AND DAMAGES THE LEAD PAN.

XXXXIV. WHEN A WOODEN PLATFORM IS CONSTRUCTED TO CREATE A SHOWER STALL, THE CONTRACTOR IS REQUIRED TOUSE A MINIMUM OF 3/4-INCH THICK PLYWOOD.

XXXXVI. CONTRACTORS ARE PROHIBITED FROM DRILLING NAILS AND SCREWS THROUGH ANY PORTION OF THE LEAD PAN.

XXXXVII. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, HOT AND COLD WATER VALVES MUST BE INSTALLED TOTHE SIDE OF EACH MACHINE FOR EASY ACCESS IN THE EVENT THE MACHINE NEEDS TO BE SERVICED.

XXXXVIII. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, ALL FLOORING BENEATH MACHINES MUST BE WATERPROOFED AND SEALED.

XXXXIX. WASHER UNITS MUST BE SET ON VIBRATION ISOLATORS INSTALLED IN A WATERPROOF PAN.

XXXXX. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, A FLOOD STOP KIT MUST BE INSTALLED ON THE HOTAND COLD WATER HOSES.

XXXXXI. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, EASILY ACCESSIBLE BACKFLOW PREVENTORS NEED TOBE INSTALLED ON THE HOT AND COLD WATER BRANCH LINES.

XXXXXII. DRYER UNITS MUST BE VENTLESS TYPE UNITS. VENTED DRYER UNITS ARE PROHIBITED.

GENERAL CONSTRUCTION NOTES

U/S OF CEILING

3 5/8" METAL TRACK(20ga TYP)

5/8" GWB BOTH SIDESUP TO U/S OF CEILING


3 5/8" METAL STUDS@16" O.C. (20ga TYP)

R15 BATT INSULATION

TOP OF FLOOR FINISH

PARTITION WALL TYPEFire RatingSTC Rating

ROOM PARTITION F.H.1 Non Fire RatedSTC: 51-56

POCKET DOOR WALL F.H.Non Fire RatedSTC: 40-44

FURRED OUT WALL F.H.Maintain EXG Fire Rating as Req'dSTC: 40-48

POCKET DOOR CAVITY

SOLID WOOD BASEMOLDING BOTH SIDES

2

3

#

AIRSPACE (SIZE VARIES)

U/S OF CEILING

1 5/8" METAL TRACKBOTH SIDES (20ga TYP)


TOP OF FLOOR FINISH

SOLID WOOD BASEMOLDING BOTH SIDES

1 5/8" METAL STUDS@16" O.C. BOTH SIDES(20ga TYP)

POCKET DOOR

2 1/2" METAL TRACKBOTH SIDES (20ga TYP)

2 1/4" METAL STUDS@16" O.C. BOTH SIDES(20ga TYP)

U/S OF CEILING

BATT INSULATION ASREQUIRED

5/8" FIRE RATED GWBINTERIOR SIDE ONLYUP TO U/S OF CEILING(2 LAYERS FOR F.R.)

VIBRATION ISOLATIONPADDING

3 5/8" METAL RUNNER 1 5/8" METAL RUNNER

2 1/4" METAL RUNNER

GWB LAMINATED WALL F.H.Maintain EXG Fire Rating as Req'dSTC: 40-48

4

EXISTING CMU BLOCKWALL

U/S OF CEILING

5/8" FIRE RATED GWBINTERIOR SIDE ONLYUP TO U/S OF CEILING(2 LAYERS FOR F.R.)

EXG WALL ASSEMBLY

TOP OF FLOOR FINISH

SOLID WOOD BASEMOLDING

SOLID WOOD BASEMOLDING

TOP OF FLOOR FINISH

Scale:







DOB Barcode

As indicated

A-102.00

BASEMENT CONSTRUCTION PLAN


1/4" = 1'-0"1 BASEMENT CONSTRUCTION PLAN

CONSTRUCTION PLAN KEYNOTES

3 NEW CONCEALED STRINGER STAIR AT EXISTING LOCATION WITH 36" HIGH HANDRAIL. PROVIDESOLID BLOCKING AT WALLS FOR HANDRAIL BRACKETS. SEE STAIR SECTION DIAGRAM, SHEETA-103.00

4 NEW ELECTRIC HOT WATER TANK. PROVIDE 1/2" COPPER SUPPLY LINES WITH ACCESSIBLE SHUT-OFF VALVES. INSTALL 20ga STAINLESS STEEL DRIP PAN WITH MINIMUM 6" HIGH PERIMETR WALLS.SIZE FOOTPRINT OF PAN TO CATCH ALL CONDENSATION FROM PRESSURE RELIEF VALVES.

5 RELOCATED ELECTRCIAL PANELS.

6 NEW GAS DRYER AT EXISTING LOCATION VENTED TO EXTERIOR. PROVIDE ACCESSIBLE SHUT-OFFVALVE.

7 NEW CLOTHES WASHER. PROVIDE ACCESSIBLE SHUT-OFF VALVES. PROVIDE WATER SENSORWITH EMERGNCY AUTOMATIC VALVE SHUT-OFF. INSTALL 20ga STAINLESS STEEL DRIP PAN WITHMINIMUM 6" HIGH PERIMETR WALLS.

8 REL-LOCATED CLOTHES WASHER. PROVIDE ACCESSIBLE SHUT-OFF VALVES. PROVIDE WATERSENSOR WITH EMERGNCY AUTOMATIC VALVE SHUT-OFF. INSTALL 20ga STAINLESS STEEL DRIPPAN WITH MINIMUM 6" HIGH PERIMETR WALLS.

9 3/4" SOLID WOOD FLOORING OVER 5/8" PLYWOOD SUB-FLOOR. PROVIDE (2) COATS DARK STAIN.

10 NEW GAS FURNACE. PRODIVE HARD PIPED CONNECTION WITH ACCESSIBLE SHUT-OFF VALVE.

2 POURED CONCRETE SLAB. SEE WALL SECTIONS, SHEET A-301, AND FOUNDATION PLAN, SHEETS-101.00

1 POURED CONCRETE FOOTING AND FOUNDATION WALL. SEE WALL SECTIONS, SHEET A-301.00,AND FOUNDATION PLAN, SHEET S-101.00


D.O.B.1 02.23.15

8 OF

D.O.B.1 02.23.15

8 OF 23

1

9

1

1

1

1

1

1

1

1 1

1

9

9 9

9

2

2

3

4

5

6

RE-LOCATED UTITLITY SINK. PROVIDE ACCESSIBLE SHUT-OFF VALVES.11

7811 10

3/8" PORCELAIN TILE ON THINSET. PROVIDE 6" HIGH BACKERBOARD AT WALLS. PROVIDE LIQUIDLATICRETE WATERPROOFING MEMBRANE BENEATH THNSET, EXTENDED 6" UPWARDS AT WALLS.

12

NEW STONE SADDLE13

12

13

PARTITION WALL TYPES

DN

DN

COVRDENTRY

LIVING ROOM

CLOSET

UNENCLOSED PORCH

WALKWAY

UNENCLOSED EASTTERRACE

DINING ROOM

KITCHEN

FAMILY ROOM

3/4" STONE OVER POUREDCONCRETE SLAB



3/8" STONE

3/8" STONE

3/8" STONE

ENTRY

3/8" STONE

3/8" STONE

PDR. RM.3/8" STONE

CARPET

ISLAND

WC LAV

36"REFRIG.

36"REFRIG.

DOUBLEWALL

OVENS

DW

SIN

K

UNENCLOSED WESTTERRACE


36" GAS RANGE

PIPE C

OLUM

N

PIPE C

OLUM

N

PIPE C

OLUM

N HSS STEEL TUBE

F/P

FLUSH BEAM

FLU

SH

BE

AM

FLU

SH

BE

AM

FLU

SH

BE

AM

FLU

SH

BE

AM

DN

DN

DN

8'-0

" H

OLD

(VE

RIF

Y D

IME

NS

ION

IN F

IELD

)

EX

IST

ING

MO

DIF

IED

9' -

2 1

/2"

7' -

0 1

/2"

4' -

8 1

/2"

20'-0

" +

/- V

.I.F

.

22' - 11 1/2" 3' - 2"

(VERIFY DIMENSION IN FIELD)

ALIGN WITH EXISTING 27' - 3"


EXISTING MODIFIED 1' - 3 1/2" 11' - 9" 6' - 0" 8' - 2"

16' -

7"

10' -

8"

4' -

9"

16' -

7"

6' -

0"

3' -

6"

1

A-301.00

3/4" SOLID WOOD

103

103

108

108107

106

105

105

105

104

104

1S1

1S1

1S1

1S1

1S1

1S1

1S1

1N1

1N1

1N1

1N1

1N1

DR1

DR1

DN

DN

UP

1E2 1E2 1E2 1E21E21E2

102 102

SD

SD

SD

2

A-301.00

3' -

10"

2' -

10"

3' -

0"

HSS STEEL TUBE

1

1

1

1

DWSINK

SIN

K

4R @ 7 1/2"3T @ 13"

DN1R @ 7 1/2"

2R @ 7 1/2"1T @ 13"

7R @ 7 1/2"6T @ 13"

2

1

1N2

1E1 1E1 1E1 1E1

6R @ 7 1/2"5T @ 11"DN 3"

GA

S G

RIL

L

11R @ 7"10T @ 11"

IGU.1

IGU.2

HSS STEEL T

UBE

3R @ 7 1/2"2T @ 12"

HEADER

3R @ 7 1/2"2T @ 20"

36" EXHAUSTHOOD

3' -

10"

3' -

10

1/2"

11' -

6"

17' -

1"

13' - 10"

5' -

7 1

/2"

22' - 11 1/2"

7' - 1 1/2" 4' - 9" 13' - 10 1/2"

2' - 6 1/2"

24' - 0 1/2"

4R @ 8 1/2"3T @ 11"

DN7R @ 8 1/2"6T @ 11"

ENTRY DOORTO KITCHEN

BASEMENTHALLWAY

1ST FLOORHALLWAY

2ND FLOORHALLWAY

STORAGE

3' -

0"

3' -

6"

0' -

3 1

/2"

0' -

3 1

/2"

0' -

8"

0' - 11"

8' -

5 1

/2"

0' - 11"

0' -

8 1

/2"

3'-

0"

7' -

5"

42" HIGH WOODGUARD RAIL AT 2ND

FLOOR

SOLID MDF PANELMOUNTED TO 1"

STEEL TUBEBALUSTERS

BOLTED TO FLOOR

ALL OPEN SPACES NOT TOEXCEED 3 7/8" MAX. CLEAR

36" SOLID WOOD HANDRAILON 5/16" STEEL BRACKETS

SREWED TO WALL (TYP).GC TO PROVIDE SOLIDWOOD BLOCKING FOR

BRACKETS

NEW CLOSED RISER WOODSTAIR ON CONCEALED 2" x12" STRINGER IN EXISTING

FRAMED STAIR OPENING

NEW CLOSEDRISER WOOD

STAIR ONCONCEALED 2" x12" STRINGER IN

EXISTINGFRAMED STAIR

OPENING

2' - 10"

Scale:







DOB Barcode

As indicated

A-103.00

1ST FLOOR CONSTRUCTION PLAN


1/4" = 1'-0"1 FIRST FLOOR CONSTRUCTION PLAN

1ST FLOOR CONSTRUCTION PLAN KEYNOTES1 3/8" STONE TILE OVER POURED CONCRETE SLAB AT UNENCLOSED TERRACE.

7 NEW SINK. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

9 NEW DISHWASHER.

11 NEW ELECTRIC DOUBLE WALL OVENS.

5 NEW GAS RANGE. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

12 DIRECT REPLACEMENT OF LAV AT EXISTING LOCATION.

13 DIRECT REPLACEMENT OF TOILET AT EXISTING LOCATION.

4 NEW CONCEALED STRINGER, CLOSED RISER WOOD STAIR AT EXISTING FRAMED OPENING.PROVIDE 36" HIGH HANDRAIL AND BLOCKING AT WALLS FOR HANDRAIL BRACKETS.

1/2" = 1'-0"2 SECTION DIAGRAM AT PROPOSED STAIR

D.O.B.1 02.23.15


9 OF 23

2 42" HIGH WOOD GUARD RAIL WITH SLOID WOOD BALUSTERS LESS THAN 4" APART O.C.

3 36" HIGH WOOD HANDRAIL WITH SLOID WOOD BALUSTERS LESS THAN 4" APART O.C.

8 RE-LOCATED SINK WITH NEW BRANCH COPPER PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

10 RE-LOCATED DISHWASHER.

6 NEW 36" EXHAUST HOOD WITH 6" DIMAMETER DUCT VENTED TO EXTERIOR. PROVIDE REMOTE BLOWER AT ATTIC.

14 SOLID FUEL FIREPLACE. SEE SHEET A-501.00, FIREPLACE DETAILS.

16 NEW BASE CABINETS, UPPER CABINETS AND COUNTERTOPS THIS ROOM

17 BUILT-IN FURNITURE.

15 3/8" STONE TILE ON THINSET AND BACKERBOARD UNDERLAYMENT. PROVIDE LIQUID LATICRETE WATERPROOFINGMEMBRANE AT POWDER ROOM AND KITCHEN. EXTEND WATERPROOFING 6" UP WALLS. ALL STONE TO BE SEALEDIN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS

2

1

1

2 3

3

4

5 6

7 8

9

10

11

1213

14

15

15

15

15

15

15

15

1

1

1

1

16

16

16

17

16

17

17

17

AREA OF LIVING ROOM = 578 SQ.FT.REQUIRED LIGHT (10%) = 578 x 0.10 = 58 SQ.FT.REQUIRED AIR (5%) = 578 x 0.05 = 29 SQ.FT.PROPOSED WINDOW LIGHT = 244 SQ.FT.PROPOSED WINDOW VENT = 109 SQ.FT.

2ND FLR LIGHT & AIR CALCULATIONS

AREA OF DINING ROOM = 400 SQ.FT.REQUIRED LIGHT (10%) = 400 x 0.10 = 40 SQ.FT.REQUIRED AIR (5%) = 400 x 0.05 = 20 SQ.FT.PROPOSED WINDOW LIGHT = 366 SQ.FT.PROPOSED WINDOW VENT = 216 SQ.FT.

AREA OF KITCHEN = 300 SQ.FT.REQUIRED LIGHT (10%) = 300 x 0.10 = 30 SQ.FT.REQUIRED AIR (5%) = 300 x 0.05 = 15 SQ.FT.PROPOSED WINDOW LIGHT = 40 SQ.FT.PROPOSED WINDOW VENT = 22 SQ.FT.

AREA OF FAMILY ROOM = 522 SQ.FT.REQUIRED LIGHT (10%) = 522 x 0.10 = 52 SQ.FT.REQUIRED AIR (5%) = 522 x 0.05 = 26 SQ.FT.PROPOSED WINDOW LIGHT = 180 SQ.FT.PROPOSED WINDOW VENT = 70 SQ.FT.

IGU.5

13' - 7 1/2"

BATH 2EXHAUST

KITCHENEXHAUST

GAS F/PCHIMNEY

MASTERBATH

EXHAUST

POWDERROOM

EXHAUST

SLO

PE

6:12

SLO

PE

6:12

SLO

PE

6:12

MATCH EXISTINGSLOPE

MATCH EXISTINGSLOPE

MATCH EXISTINGSLOPE

MATCH EXISTINGSLOPE

6:12SLOPE

6:12SLOPE

66' -

4 1

/2"

+/-

(V

ER

IFY

IN F

IELD

)

11' - 11" +/- (V.I.F.) 6' -2" DORMER ROOF 11' - 11" +/- (V.I.F.)

30'-0" +/- ALIGN WITH EXISTING (V.I.F.)

MASTERBEDROOM

EXISTINGGUEST

BEDROOM

MAST.BATH

STUDY

BATH 2

CLOSETCLOSET

BEDROOM 2 BEDROOM 3

WALK-INCLOSET

3/4" WOOD 3/4" WOOD

3/4" WOOD

3/8" PORCELAIN TILE

3/8"PORCELAIN

TILE

3/4" WOOD

3/4" WOOD

5' -

0"

6' -

11

1/2"

3' -

0"

9' -

2 1

/2"

3' -

0"

10' -

4 1

/2"

1' -

1"

13' -

0"

2' - 6" 9' - 6 1/2" 4' - 3" 2' - 7"

15' -

8"

8' -

9"

5' -

11

1/2"

10' -

4"

4' - 0" 8' - 9"


ALIGN WITH EXISTING


ALIGN WITH EXISTING

12' - 11"

SD SD

SD

SD

SD

WC

WC

CL CL

2' -

1 1

/2"

1' -

11"

SHOWER

TUB

LAVLAV

LAV

LAV

SHOWER

DN16R @ 8"

15T @ 11"

2W1 2W1

2NS

2NS

2NS

2NS

2NS

2NS

2E1 2E1

2NS

2NS

2NS

2NS

2NS

2NS

EX

IST

ING

204204

201

202

203

IGU.3

SD

1

1

1

1

1

1 1

1

1

1

GA

S F

/P

IGU.4

3' - 5" 2' - 10"3' - 6"

6' - 5 1/2" 9' - 10 1/2"

29' - 2 1/2"

17' -

9 1

/2"

9' - 9" 16' - 4"

12' -

0"

12' -

0"

PR

OP

OS

ED

EX

IST

ING

PR

OP

OS

ED

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

SLO

PE

6:12

SLO

PE

6:12

SLO

PE

6:12

Scale:







DOB Barcode

1/4" = 1'-0"

A-104.00

2ND FLOOR & ROOF CONSTRUCTIONPLAN


1/4" = 1'-0"2 ROOF PLAN

1/4" = 1'-0"1 SECOND FLOOR CONSTRUCTION PLAN


D.O.B.1 02.23.15

10 OF 23

5 FLOOR ASSEMBLY THIS ROOM: 3/4" FINISHED HARDWOOD FLOORING / 5/8" PLYWOOD SUB-FLOOR / 1/2" HOMESOTE / 5/8" PLYWOOD. FINISHED FLOOR FASTENERS SHALL NOTPENETRATE HOMESOTE LAYER. HOLD FINISHED FLOOR AND TOP PLYWOOD LAYER 1/8" OFFPERIMETER WALLS.

2ND FLOOR CONSTRUCTIONPLAN KEYNOTES1 NEW CONCEALED STRINGER, CLOSED RISER WOOD STAIR AT EXISTING FRAMED OPENING.

PROVIDE 36" HIGH HANDRAIL AND BLOCKING AT WALLS FOR HANDRAIL BRACKETS. SEE STAIRDIAGRAM, SHEET A-103.00.

4 CLOSED SYSTEM, DIRECT VENT GAS FIREPLACE WITH 12" DIAMETER FLUE WITH 2" PERIMETERFRESH AIR INTAKE. SEE SHEET A-501.00, FIREPLACE DETAILS.

17

BUILT-IN FURNITURE.

2 36" HIGH HANDRAIL ON 1" x 1" STEEL TUBE BALUSTERS FASTENED TO STAIR TREADS. SOLIDPLYWOOD GUARD PANEL FASTENED TO BALUSTERS AT OPEN SIDE OF STAIRWELL. ALL OPENCLEAR SPACES AT HANDRAIL AND GUARD PANEL ASSEMBLY TO BE LESS THAN 4". SEE STAIRDIAGRAM, SHEET A-103.00.

3 42" HIGH GUARDRAIL ON 1" x 1" STEEL TUBE BALUSTERS FASTENED TO WALL AND FLOOR. SOLIDPLYWOOD GUARD PANEL FASTENED TO BALUSTERS. ALL OPEN CLEAR SPACES AT HANDRAILAND GUARD PANEL ASSEMBLY TO BE LESS THAN 4". SEE STAIR DIAGRAM, SHEET A-103.00.

9 PULL DOWN CEILING HATCH WITH ACCESS LADDER. PROVIDE GASKETS AT (4) SIDES OFHATCH TO MAINTAIN AIR-TIGHT SEAL IN CLOSED POSITION. TOP (ATTIC SIDE) OF HATCH TO BEINSULATED WITH R-30 BATT INSULATION. INSULATION ON HATCH DOOR TO BE PROTECTED.PROVIDE PLYWOOD PANELS ON ATTIC FLOOR AT ACCESS ROUTES TO MECHANICALEQUIPMENT TO PROTECT INSULATION.

10 RE-LOCATED LAV WITH NEW BRANCH PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

11 NEW LAV. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

12 NEW WC. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

13 RE-LOCATED SHOWER WITH NEW BRANCH PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

14 NEW SHOWER WITH STEAM UNIT LOCATED IN ATTIC. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

15 RE-LOCATED TUB WITH NEW BRANCH PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.

16

RAISED CEILING AT DORMER ABOVE.

5

6 NEW 3/4" SOLID WOOD FINISHED FLOOR OVER EXISTING SUB-FLOOR.

7 3/4" SOLID WOOD FINISHED FLOOR ON NEW 5/8" PLYWOOD SUBFLOOR AT NEW FLOOR FRAMNG.

8 3/8" PORCELAIN TILE ON 5/8" DUROCK UNDERLAYMENT. PROVIDE LIQUID LATICRETEWATERPROOFING MEMBRANE EXTENDED UP 6" AT WALLS.

5

1

2

18 NEW STANDING SEAM ZINC ROOF AT PROPOSED ADDTION WITH INTEGRAL GUTTER.

3

4

6

6

6

6

7

6

8

8

91011 12

10

10

12

1315

14

16

16

16 17

18

ROOF CONSTRUCTION PLANKEYNOTES1 NEW 350 # ASPHALT SHINGLES AND ROOFING PAPER OVER EXISTING SHEATHING.

2 NEW 350 # ASPHALT SHINGLES AND ROOFING PAPER OVER NEW SHEATHING AND ROOFFRAMING ASSEMBLY. SEE SHEET S-103.00, ROOF FRAMING PLAN, AND SHEET A-301.00,WALL SECTION.

3 NEW DORMER WINDOW WITH SCHEDULED INSULATED GLASS UNIT. SEE SHEET A-100.00FOR DORMER CALCULATIONS AND ZONING CITATION; SHEET S-103.00 FOR DROMERFRAMING; SHEET EN-001 FOR ENERGY ALALYSIS; AND SHEET A-201.00 FOR DORMERELEVATION.

4 NEW FIREPLACE CHIMNEY. TOP OF CHIMNEY LOCATED MINIMUM 3'-0" ABOVE ROOFSURFACE AND MINIMUM 10'-0" HORIZONTALLY FROM NEAREST ROOF SURFACE ATHEIGHT OF CHIMNEY CAP. PROVIDE 1/2" WIRE MESH SPARK ARRESTOR AT CHIMNEYCAP.

11

2

2 2

2

3

4

AREA OF MASTER BEDROOM = 256 SQ.FT.REQUIRED LIGHT (10%) = 256 x 0.10 = 26 SQ.FT.REQUIRED AIR (5%) = 256 x 0.05 = 13 SQ.FT.PROPOSED WINDOW LIGHT = 36 SQ.FT.PROPOSED WINDOW VENT = 18 SQ.FT.

2ND FLR LIGHT & AIR CALCULATIONS

AREA OF STUDY = 72 SQ.FT.REQUIRED LIGHT (10%) = 72 x 0.10 = 7 SQ.FT.REQUIRED AIR (5%) = 72 x 0.05 = 4 SQ.FT.PROPOSED WINDOW LIGHT = 10 SQ.FT.PROPOSED WINDOW VENT = 5 SQ.FT.

AREA OF GUEST BEDROOM = 94 SQ.FT.REQUIRED LIGHT (10%) = 94 x 0.10 = 9 SQ.FT.REQUIRED AIR (5%) = 94 x 0.05 = 5 SQ.FT.PROPOSED WINDOW LIGHT = 20 SQ.FT.PROPOSED WINDOW VENT = 10 SQ.FT.

AREA OF BEDROOM 2 = 170 SQ.FT.REQUIRED LIGHT (10%) = 170 x 0.10 = 17 SQ.FT.REQUIRED AIR (5%) = 170 x 0.05 = 8.5 SQ.FT.PROPOSED WINDOW LIGHT = 40 SQ.FT.PROPOSED WINDOW VENT = 20 SQ.FT.

AREA OF BEDROOM 3 = 170 SQ.FT.REQUIRED LIGHT (10%) = 170 x 0.10 = 17 SQ.FT.REQUIRED AIR (5%) = 170 x 0.05 = 8.5 SQ.FT.PROPOSED WINDOW LIGHT = 40 SQ.FT.PROPOSED WINDOW VENT = 20 SQ.FT.

00 GRADE0' - 0"

ROOF PLAN31' - 7 5/8"

BASEMENT FLOOR-3' - 7 3/4"

1ST FLOOR4' - 4 1/4"

2ND FLOOR14' - 5 1/2"

SITTING ROOMFLOOR

2' - 6"

ATTIC24' - 3"

EAST AND WESTROOF PITCH (TYP)

612

20'-0

" R

EA

RY

AR

DS

ET

BA

CK

35'-0" MAXIMUM BUILDING HEIGHT

SKY EXPOSURE PLANESKY EXPOSURE P

LANE

15'-0

" F

RO

NT

YA

RD

SE

TB

AC

K

21'-0" MAX. STREET WALL HEIGHT

DORMER -PERMITTED OBSTRUCTION

16" EAVEPERMITTED OBSTRUCTION

EAVEPERMITTEDOBSTRUCTION

16" EAVEPERMITTEDOBSTRUCTION

(EL + 18.92)

(EL + 26.92)

(EL + 37.00)

(EL + 46.83)

(EL + 54.21)

BASE PLANE (EL + 22.89)

21' -

0"

3' -

8"

7' -

4 1

/2"

9' -

9 1

/2"

10' -

1 1

/2"

4' -

4 1

/2"

FLO

OR

TO

FLO

OR

FLO

OR

TO

FLO

OR

FLO

OR

TO

FLO

OR

2NS 2NS 2NS 2NS2NS

1N2

1N1 1N1 1N1 1N1 1N1

2NS

1N3 1N3 1N3

BN1 BN1 BN1 BN1 BN1

105 105 105

103 103

IGU.4

IGU.3

ROOFPITCH6

12

00 GRADE0' - 0"

ROOF PLAN31' - 7 5/8"


1ST FLOOR4' - 4 1/4"

2ND FLOOR14' - 5 1/2"

2

A-301.00

ATTIC24' - 3"

(EL + 18.92)

(EL + 26.92)

(EL + 37.00)

(EL + 46.83)

(EL + 54.21)


7' -

4 1

/2"

9' -

9 1

/2"

10' -

1 1

/2"

8' -

0"

FLO

OR

TO

FLO

OR

FLO

OR

TO

FLO

OR

FLO

OR

TO

FLO

OR

MATCH EXISTINGNORTH & SOUTHROOF PITCH (TYP)

6' -

1"

IGU.5

101DR1

2E1 2E1

1E2 1E2 1E2 1E2 1E2 1E2

10' - 0"

Scale:







DOB Barcode

1/4" = 1'-0"

A-201.00

EXTERIOR ELEVATIONS


1/4" = 1'-0"2 NORTH ELEVATION

1/4" = 1'-0"1 EAST ELEVATION


D.O.B.1 02.23.15

11 OF 23

EXTERIOR ELEVATION KEYNOTES

1 SCHEDULED ASPHALT SHINGLES. SEE SHEET A-104.00, ROOF CONSTRUCTION PLAN,AND A-301.00, TYPICAL WALL SECTIONS.

2 STUCCO. SEE SHEET A-301.00, TYPICAL WALL SECTIONS.

3 SCHEDULED STANDING SEAM ZINC ROOFING MATERIAL. SEE SHEET A-104.00, ROOFCONSTRUCTION PLAN, AND A-301.00, TYPICAL WALL SECTIONS.

4 42" HIGH SCHEDULED WOOD GAURDRAIL WITH BALUSTERS SPACED LESS THAN4" CLEAR APART.

5 36" HIGH SCHEDULED WOOD HANDDRAIL.

6 ROOF GUTTER WITH DOWNSPOUT DRAINING DIRECTLY TO PROPOSED DRYWELL.

7 NEW FIREPLACE CHIMNEY. TOP OF CHIMNEY LOCATED MINIMUM 3'-0" ABOVEROOF SURFACE AND MINIMUM 10'-0" HORIZONTALLY FROM NEAREST ROOFSURFACE AT HEIGHT OF CHIMNEY CAP. PROVIDE 1/2" WIRE MESH SPARKARRESTOR AT CHIMNEY CAP.

1

2

2

8 DECORATIVE MASONRY VENEER ON POURED CONCRETE WALL.

3

88

8

4

7

6

6

1

7

22 2

6

2

2

4

4

5

1

2 2

2

8 2

2

00 GRADE0' - 0"

ROOF PLAN31' - 7 5/8"


1ST FLOOR4' - 4 1/4"

2ND FLOOR14' - 5 1/2"

1

A-301.00

SITTING ROOMFLOOR

2' - 6"

ATTIC24' - 3"

ALIGN WITH EXISTINGNORTH AND SOUTH ROOFPITCH (TYP)

2W12W1

104

IGU.1

DR1

3' -

8"

2' -

6"

1' -

10

1/2"

10' -

1 1

/2"

9' -

9 1

/2"

(EL + 18.92)

(EL + 26.92)

(EL + 37.00)

(EL + 46.83)

7' -

4 1

/2"

(EL + 54.21)


00 GRADE0' - 0"

ROOF PLAN31' - 7 5/8"


1ST FLOOR4' - 4 1/4"

2ND FLOOR14' - 5 1/2"

ATTIC24' - 3"

EAST AND WESTROOF PITCH (TYP)

612

1S11S11S11S11S11S1

2NS2NS 2NS 2NS 2NS2NS

BS1

1S1

(EL + 18.92)

(EL + 26.92)

(EL + 37.00)

(EL + 46.83)

(EL + 54.21)


3' -

8"

9' -

9 1

/2"

10' -

1 1

/2"

4' -

4 1

/2"

7' -

4 1

/2"

20'-0

" Y

EA

RY

AR

DS

ET

BA

CK

35'-0" MAXIMUM BUILDING HEIGHT

SKY EXPOSURE P

LANE

SKY EXPOSURE PLANE

25'-0

" F

RO

NT

YA

RD

SE

TB

AC

K

21'-0" MAX. STREET WALL HEIGHT

DORMER -PERMITTED OBSTRUCTION

16" EAVEPERMITTED OBSTRUCTIONEAVE

PERMITTEDOBSTRUCTION

16" EAVEPERMITTED

OBSTRUCTION

21' -

0"

Scale:







DOB Barcode

1/4" = 1'-0"

A-202.00

EXTERIOR ELEVATIONS


1/4" = 1'-0"1 WEST ELEVATION

1/4" = 1'-0"2 SOUTH ELEVATION


D.O.B.1 02.23.15

12 OF 23

EXTERIOR ELEVATION KEYNOTES

1 SCHEDULED ASPHALT SHINGLES. SEE SHEET A-104.00, ROOF CONSTRUCTION PLAN, AND A-301.00,TYPICAL WALL SECTIONS.

2 STUCCO. SEE SHEET A-301.00, TYPICAL WALL SECTIONS.

3 SCHEDULED STANDING SEAM ZINC ROOFING MATERIAL. SEE SHEET A-104.00, ROOF CONSTRUCTIONPLAN, AND A-301.00, TYPICAL WALL SECTIONS.

4 42" HIGH SCHEDULED WOOD GAURDRAIL WITH BALUSTERS SPACED LESS THAN 4" CLEAR APART.

5 36" HIGH SCHEDULED WOOD HANDDRAIL.

6 ROOF GUTTER WITH DOWNSPOUT DRAINING DIRECTLY TO PROPOSED DRYWELL.

7 DECORATIVE WOOD TRIM AND PAINTED EXTERIOR RATED PANELS.

2

2 2

2

1

1

3

45

6

66

7

1

2

4

4

6

22

22 2 2

2 2

2

00 GRADE0' - 0"


1ST FLOOR4' - 4 1/4"

SITTING ROOMFLOOR

2' - 6"

CRAWL SPACESLAB

-3' - 4 1/4"

FAMILY ROOM

KITCHEN

CRAWL SPACE

SCHEDULED I.G.U.U-VALUE = .0.25

WALL ASSEMBLY (TYP):5/8" GYPSUM WALL BOARD2" X 6" WOOD FRAMING WITH R-13 BATT INSULATION5/8" PLYWOOD SHEATHINGGRACE VYCOR VAPOR BARRIER

STUCCO ASSEMBLY:EXPANDABLE METAL REINFORCING LATH1/4" CEMENT PLASTER SCRATCH COAT ON LATH1/2" BROWN COATPIGEMENTED FINISH COAT

FLASHING WITH DRIP EDGE.

BACKER ROD WITH SEALANT

GLAZING BLOCK AND CLEAR SILICONESEALANT AT INTERIOR & EXTERIOR FACE

BACKER ROD WITH SEALANT

GLAZING BLOCK AND CLEAR SILICONESEALANT AT INTERIOR & EXTERIOR FACE

CONTINUOUS METAL FLASHING WITH END DAMS

DRIP EDGE

WEEP SCREED AT FOUNDATION WALL

SCHEDULED JOIST

LIQUID WATERPROOFING

5/8" DIAMETER ANCHOR BOLT AT 4'-0" O.C.

WEEPING TILE DRAINING TO DRY WELL

SLOPE TOPSOIL AWAY FROM BUILDING

2' - 0"

COURSE GRAVEL R-15 RIGID INSULATION

CONTINUOUS R-10 RIGID INSULATION

R-13 BATT INSULATION

5/8" GYPSUM WALL BOARD

2 1/2" STUDS AT 16" O.C.

CRAWLSPACEENTRY

3500 PSI 12" THICK FOOTING SLAB W/ (6) #4REINFORCING BARS

EXISTING HOUSEFOOOTING

6" METAL FRAMEDBEARING WALL

EXISTING HOUSEREARFOUNDATIONWALL

(2) LAYERS TYP XGYPSUM WALLBOARD ATMECHANICALROOM WALLSAND CEILING

FLUSH

10" THICK, 3500 PSI POUREDCONCRETE FOUNDATION WALL

VAPOR BARRIER

UNDISTURBED BEARING SOIL

3500 PSI CONCRETE 12" x 24" W/ (3) #4REINFORCING BARS

5/8" DIAMETER ANCHOR BOLT AT 4'-0" O.C.

4" THICK POURED CONCRETE SLAB WITH4" x 4" WWF

5 1/2" x 18" PARALM HEADER ABOVE IGU

2ND FLOOR14' - 5 1/2"

08 2ND FLRCEILING

23' - 6 1/2"

ICE & WATER GUARD (TYP)

3' - 0"

20'-0" REAR YARD SETBACK

CONTINUOUSVENT WITHINSECT SCREEN

EAVE (TYP)

1' - 4"

AZEK FASCIA

MAINTAIN MINIMUM 2"CLEARANCE FOR VENTILATION

SCHEDULED ASPHALT ROOF SHINGLE

CONTINUOUS VENT WITHINSECT SCREEN

AZEKFASCIA

MAINTAIN MIN 2" CLEARANCE FORVENTILATION

SCHEDULED ASPHALT ROOF SHINGLE

STUCCO

DRIP EDGE

BEDROOM 22ND FLR HALL

SCHEDULED JOIST WRAPPED WITH 1/2" GWB(FINISHED GYPSUM WALL BOARD APPLIED ATVERTICAL FACE OF JOIST NOT SHOWN IN ORDERTO ILLUSTRATE JOIST CONDITIONS)

SCHEDULED BEAM

SCHEDULEDWINDOWU-VALUE = .31

METAL FLASHING WITH END DAMS

DRIP EDGE

METALFLASHING

6

12

VENTED ATTIC SPACE

SOLID BRIDGING ATMID-SPAN

JOIST HANGER

PL

ICE & WATER GUARD (TYP)

3' - 0" ROOF PITCH (TYP)

CONTINUOUSSOLID BLOCKINGBENEATHBEARING WALL

FLUSH

ATTIC24' - 3"

R-30 BATT INSULATION EXTENDEDOVER TOP PLATE AT EAVE

R-30 BATT INSULATION EXTENDEDOVER TOP PLATE AT EAVE

(PERP. TO VIEW)

CONTINUOUS 2X4

2' - 0"

6" THICK R-39 DEMILEC 'HEATLOCK SOY 200 PLUS' SPRAY

FOAM INSULATION

CONTINUOUS METAL FLASHINGWITH DRIP EDGE

6

12ROOF PITCH (TYP)

COIL STOCK FLASHING AT GUTTERAND TOP OF SILL FLASHING

BENT METAL FLASHING CAP FIXEDWITH GASKETED FASTENERS

CONTINUOUS METAL FLASHING ATEAVE

CONTINUOUS 2" x 4" FASTENEDDOWN IN TO TOP PLATE

2" x 10" AT 16" O.C.

SCHEDULED ZINC STANDINGSEAM ROOFING

WALL ASSEMBLY (TYP):5/8" GYPSUM WALL BOARD

2" X 6" WOOD FRAMING WITH R-13 BATTINSULATION

5/8" PLYWOOD SHEATHINGGRACE VYCOR VAPOR BARRIER

STUCCO ASSEMBLY:EXPANDABLE METAL REINFORCING LATH

1/4" CEMENT PLASTER SCRATCH COATON LATH

1/2" BROWN COATPIGEMENTED FINISH COAT

FOUNDATION WEEP SCREED

LIQUID WATERPROOFING

5/8" DIAMETER ANCHORBOLT AT 4'-0" O.C.

WEEPING TILE DRAINING TODRY WELL

SLOPE TOPSOIL AWAY FROMBUILDING

COURSE GRAVEL

CONTINUOUS R-10 RIGIDINSULATION

R-13 BATT INSULATION

5/8" GYPSUM WALL BOARD

2 1/2" STUDS AT 16" O.C.

10" THICK, 3500 PSIPOURED CONCRETEFOUNDATION WALL

VAPOR BARRIER4" THICK POURED CONCRETE SLAB WITH 4" x 4" WWF

3/4" SOLID WOODFLOOR

STEPS TO TERRACE BEYOND

R-15 RIGID INSULATION

3/4" PLYWOODSUB-FLOOR

VAPOR BARRIER

DINING ROOM

BASEMENT

3500 PSI CONCRETE 12" x 24"FOOTING W/ (3) # 4 RE-BARS

5/8" DIAMETER ANCHORBOLT AT 4'-0" O.C.

UNDISTURBEDBEARING SOIL

Scale:







DOB Barcode

3/4" = 1'-0"

A-301.00

SECTION THROUGH REAR ADDITION


3/4" = 1'-0"1 SECTION THROUGH REAR ADDITION

3/4" = 1'-0"2 DINING ROOM EAST WALL SECTION


D.O.B.1 02.23.15

13 OF 23

Documents

Kassin (Sean Portfolio Set)