10 CONNOR LANE

DEER PARK, NY 11729

ARCHITECTURAL

A-000.00 COVER SHEET

A-101.00 LAYOUT PLAN & RCP

A-102.00 LAYOUT PLAN

DRAWING LIST

PLOT PLAN

ELECTRICAL NOTES

THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE

NATION, STATE, AND LOCAL CODE REQUIREMENTS. ELECTRICAL CONTRACTOR

TO ARRANGE FOR NECESSARY PERMITS AND INSPECTIONS, AND COVER ANY

COSTS INCURRED.

1.

THE CONTRACTOR SHALL DO ALL CUTTING REQUIRED FOR HIS INSTALLATION.

ALL NEW WIRING, BOXES AND BREAKER PANELS TO BE BURIED IN WALL UNLESS

OTHERWISE NOTED AS WIRE MOLD.

2.

CONTRACTOR TO VERIFY THE ADEQUACY OF EXISTING SERVICE FOR THE NEW

LOAD. IF ADDITIONAL SERVICE IS REQUIRED, CONTRACTOR TO REPORT SAME

TO ARCHITECT AND INCLUDE THE COST OF THE ADDITIONAL WORK AND WORK

REQUIRED BY THE UTILITY IN THE BID. CONTRACTOR RESPONSIBLE FOR

COORDINATION WITH AND CHARGES FROM LOCAL UTILITY.

3.

G.C. TO FILE ELECTRICAL WORK UNDER A SEPARATE APPLICATION WITH THE

BUREAU OF ELECTRICAL CONTROL (B.E.C.). ALL PERMIT AND APPLICATION FEES

ARE THE RESPONSIBILITY OF THE CONTRACTOR.

5.

PLUMBING NOTES

ALL NEW PLUMBING WORK SHALL COMPLY WITH THE MOST CURRENT

REQUIREMENTS OF THE NEW YORK STATE AND LOCAL PLUMBING CODE.

1.

THE PLUMBING CONTRACTOR/SUBCONTRACTOR SHALL BE A LICENSED

AUTHORIZED INSTALLER OF PLUMBING SYSTEMS AND SHALL HAVE A MINIMUM 5

YEARS EXPERIENCE IN THE INSTALLATION OF PLUMBING SYSTEMS IN THE NEW

YORK AREA.

2.

3.

G.C. TO APPLY TO UTILITY FOR ADDITIONAL WATER/WASTE SERVICE AS

REQUIRED.

4.

G.C. RESPONSIBLE FOR ALL CHARGES BY THE WATER UTILITY

G.C. TO COORDINATE WITH WATER/ UTILITY AS REQUIRED.

5.

GENERAL NOTES

1. THE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR HAVING

RECORDED ALL CONDITIONS WITHIN THE SCOPE OF THE PROJECT. NO CLAIMS

FOR EXTRA COMPENSATION, BASED ON IGNORANCE OF VISIBLE OR IMPLIED

CONDITIONS WILL BE CONSIDERED.

2. THE GENERAL CONTRACTOR IS TO VERIFY ALL INDICATED CONDITIONS BEFORE

STARTING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. THE

DRAWINGS REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE

EXISTING VISIBLE CONDITIONS BUT CANNOT BE GUARANTEED BY THE

ARCHITECT.

3. IN CASE OF INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS,

OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUM, THE BETTER

QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED IN

ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION.

4. ALL WORK IS TO CONFORM TO NEW YORK STATE AND LOCAL BUILDING CODE

REQUIREMENTS, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY

REQUIREMENTS, OSHA AND THE BEST TRADE PRACTICES.

5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR

THE PROPER AND ACCEPTABLE CONSTRUCTION, INSTALLATION, OR OPERATION

OF ANY PART OF THE WORK AS DETERMINED BY THE ARCHITECT, SHALL BE

INCLUDED IN THE WORK AS IF IT WERE SPECIFIED OR INDICATED IN THE

DRAWINGS.

6. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS,

SCHEDULE ALL REQUIRED INSPECTIONS, OBTAIN ALL CODE APPROVALS AND

FILE FOR THE NEW CERTIFICATE OF OCCUPANCY AS ( AND IF ) REQUIRED.

7. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH LOCAL

AUTHORITIES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL

EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE PROPOSED

CONSTRUCTION AREA. ANY DAMAGE CAUSED BY OR DURING THE EXECUTION

OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

REPAIRED TO THE OWNERS AND/OR TENANTS SATISFACTION AT THE EXPENSE

OF THE CONTRACTOR.

9. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF

ALL DEBRIS AND KEEP OUT ALL UNAUTHORIZED PERSONS. UPON COMPLETION

OF THE WORK, THE ENTIRE CONSTRUCTION AREA IS TO BE COMPLETELY

CLEANED AND PREPARED FOR OCCUPANCY BY THE TENANT.

10. DRAWINGS MAY BE ROUGH SCALED FOR ESTIMATING AND GENERAL

REFERENCE. FOR ALL OTHER DIMENSIONS OR LOCATIONS CONSULT WITH THE

ARCHITECT. FIELD VERIFY ALL DIMENSIONS.

11. THE CONTRACTOR SHALL LAY OUT HIS WORK AND BE RESPONSIBLE FOR ALL

DIMENSIONS AS REQUIRED FOR SUB TRADES, ELECTRICAL, PLUMBING, ETC.

12. ALL PATCHING OF EXISTING CONDITIONS SHALL START AT THE NEAREST BREAK

IN PLANE OR DIRECTION. PATCH ALL FLOOR AREAS WHERE EXISTING WALLS

ARE RELOCATED OR REMOVED WITH MATCHING MATERIALS AND FINISHES.

13. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND

BRACING AS REQUIRED FOR ALL STRUCTURAL OR REMOVAL TASKS AND SHALL

HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR INJURIES CAUSED BY THIS

WORK AND SHALL REPAIR ALL DEFECTS AT HIS SOLE EXPENSE. AS PART OF

THIS CONTRACT,THE CONTRACTOR SHALL RETAIN A LICENSED ENGINEER TO

DESIGN ALL SHORING AND SUBMIT APPLICATION(S) FOR SHORING WORK AS

REQUIRED BY THE DEPARTMENT OF BUILDINGS.

14. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER FINAL APPROVAL.

THE GENERAL CONTRACTOR SHALL SIGN THE WRITTEN GUARANTEE AS

PROVIDED BY THE OWNER AND/OR TENANT. THIS GUARANTEE SHALL COVER

ALL OF THE GENERAL AND SUB CONTRACTOR WORK. ALL DEFECTS

DISCOVERED DURING THIS GUARANTEE PERIOD SHALL BE REPAIRED TO THE

OWNER AND.OR TENANTS SATISFACTION AT THE CONTRACTOR'S EXPENSE AT

NO COST TO THE OWNER AND/OR TENANT.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUAL OPPORTUNITY

HIRING STANDARDS OR REQUIREMENTS.

DEMOLITION NOTES

1. DEMOLISH AND REMOVE WALLS AS DESIGNATED ON THE DEMOLITION PLAN.

PROTECT ALL ADJACENT WORK AS NECESSARY.

2. ALL DEMOLITION SHALL BE PERFORMED BY SKILLED MECHANICS, LICENSED IN

THEIR TRADE IF REQUIRED.

3. PROTECT ALL EXISTING COMPONENTS WHICH ARE INDICATED ON THE

DRAWINGS TO REMAIN.

4. ALL ELECTRICAL LINES DISTURBED BY THE DEMOLITION OF WALLS, CEILINGS,

AND FLOORS SHALL BE PROPERLY CAPPED AS REQUIRED. ALL COMPUTER AND

COMMUNICATIONS LINES SHALL BE REMOVED, CAPPED, RELOCATED, AND/OR

MODIFIED AS PER THE OWNER'S INSTRUCTIONS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ANY ADDITIONAL

DEMOLITION AND REMOVAL AS MAY BE REQUIRED BY THE SCOPE OF THE

CONTRACT DOCUMENTS.

6. THE CONTRACTOR SHALL TAKE CARE DURING DEMOLITION TO MAINTAIN

EXISTING SERVICES (I.E. GAS, ELECTRIC, ETC). ANY DAMAGE TO THE BUILDING

OR FURNITURE AND DECOR WITHIN/DURING THE COURSE OF THE WORK, SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL DEMOLITION SHALL BE

PERFORMED WITH MINIMUM INTERFERENCE TO SIDEWALKS, AND FACILITIES.

7. THE CONTRACTOR SHALL ASSUME RISK REGARDING DAMAGE OR LOSS,

WHETHER BY REASON OF FIRE, THEFT, OR ANY OTHER CAUSE, TO THE DEMISED

PREMISES AFTER THE CONTRACT IS SIGNED; NO SUCH DAMAGE OR LOSS SHALL

RELIEVE THE CONTRACTOR FROM CONTRACT OBLIGATION TO COMPLETE THE

WORK.

8. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED MATERIAL, INCLUDING

CARTING AWAY DEMOLISHED MATERIAL FROM THE SITE, IN A MANNER

APPROVED BY THE BUILDING MANAGEMENT AND GOVERNMENT REGULATIONS,

IMMEDIATELY AFTER DEMOLITION, UNLESS OTHERWISE INSTRUCTED BY THE

ARCHITECT.

9. ALL MATERIALS NOTED FOR DEMOLITION BECOME THE PROPERTY OF THE

CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE. THE CONTRACTOR

SHALL CHECK WITH OWNER REGARDING RETAINAGE AND/OR RELOCATION OF

ALL EQUIPMENT AND MATERIALS REMOVED.

10. ALL ADJACENT BUILDING AREAS TO BE THOROUGHLY PROTECTED DURING

REMOVALS. ALL WALLS AND FLOORS TO BE PROTECTED ALONG PASSAGEWAYS

TO STREET. ELEVATOR CABS TO BE PROTECTED AS REQUIRED. ALL DUST AND

DEBRIS TO BE CONTAINED WITHIN THE AREA.

11. THE CONTRACTOR IS REQUIRED TO PROVIDE PATCHING AND REPAIR TO

ADJACENT WALLS, CEILINGS, AND FLOORS DAMAGED IN THE COURSE OF

DEMOLITION.

12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL FEES, PERMITS, AND

INSPECTIONS WHEN AND IF REQUIRED IN CONNECTION WITH THE DEMOLITION,

REMOVAL, AND DISPOSAL OF ALL DEBRIS.

EXISTING BUILDING INFORMATION :

ADDRESS - 10 CONNOR LANE, DEER PARK, NY 11729

BLOCK - 3

LOT - 9

ZONE - G

LANDMARK STATUS - NO

LOT FRONTAGE - 107.54'

LOT DEPTH - 232.5'

LOT AREA - 25,003 SF

BUILDINGS ON LOT - 1

NUMBER OF FLOORS - 1 STORY

BUILDING HEIGHT - ±26'-6"

FILING CODE - CODE OF THE TOWN OF BABYLON,

NEW YORK 2015 CODE OF NEW YORK

STATE

OCCUPANCY - S1

BUILDING AREA- 17,119 SF

CONSTRUCTION CLASS.- IIB

PROJECT DESCRIPTION

OVERVIEW

THIS PROJECT IS AN INTERIOR RENOVATION TO AN EXISTING BUILDING .

WORK INCLUDES PARTITIONS, PLUMBING, ELECTRICAL, AND FINISHES.

NO CHANGE TO OCCUPANCY AND CONSTRUCTION CLASS.

SCOPE OF APPLICATIONS:

THIS APPLICATION COVERS ARCHITECTURAL, PLUMBING WORK, AND

SITE IMPROVEMENT.

SPRINKLER WORK TO BE FILED UNDER SEPARATE APPLICATION.

SCALE 1/64" = 1'-0"

ZONING ANALYSIS:

ZONING

REQUIRED EXISTING PROPOSED COMPLIES

BUILDING AREA

(13-174)

SIDE YARDS

(213-172)

REAR YARD

(213-173)

EXISTING

NON-CONFORMING

NO CHANGE

19 FT MIN.

WIDTH

±26'-8" FT

10 FT

LOT SIZE

G

25,003 SF

ZONING ISSUE

CODE CITATION

BUILDING AREA

< 40% LOT AREA

17,119 SF >

10,001 SF (40%

LOT AREA)

TOTAL HEIGHT

(213-167)

35 FT MAX 26 FT

10 FT MIN.

WIDTH

LOT AREA;

STREET FRONTAGE

(213-168)

15,000 SF MIN.

50 FT MIN.

25,003.05 SF OK

107.54 FT

FRONT YARD

(213-169)

10 FT MIN.

WIDTH

18 FT

NO CHANGE

NO CHANGE

NO CHANGE

OK

NO CHANGE OK

CONSULTANTS

ARCHITECT

ALAN BARRY SILBERSTANG

SILBERSTANG LASKY ARCHITECTS P.C.

250 W 26TH STREET

NEW YORK, NY 10001

PH.- 212.242.3234

FX.- 212.242.3304

EXTERIOR ENVELOPE

ITEM DESCRIPTION PROPOSED DESIGN VALUE PRESCRIBED VALUE &

CODE CITATION

ARCHITECT'S NOTE:

TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE

PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL

ENERGY CONSERVATION CODE AS ADOPTED BY THE TOWN OF BABYLON

ROOF

NO CHANGE OK

LIGHTING POWER

NEW OFFICES

1,163 WATTS

(SEE LIGHTING POWER

TABLE)

TABLE C405.4.2(1)

1,432 SF X .82 W/SF = 1,174 W

MAX

1,163 W < 1,174 W

OK

ENERGY ANALYSIS: 2015 IECC

COMMERCIAL USE

INTERIOR RENOVATION OF 1 STORY BUILDING

CLIMATE ZONE: 4

NO CHANGE

OK

NO CHANGE

OK

PARKING SPACES

(213-286)

1/700 SF GROSS

= 25 PARKING SPACES

29 PARKING

SPACES

NO CHANGE OK

BATHROOM FIXTURE COUNT ANALYSIS:

AREA

(GROSS SF)

SF / OCCUPANT

(GROSS SF)

LOCATION# OCCUPANTS

WC

REQUIRED

PER SEX

LAV.

REQUIRED

PER SEX

GARAGE 7,127 SF 100 SF 72 1 1

WAREHOUSE:

WAREHOUSE

SPACE

8,550 SF 500 SF 18 1 1

OFFICE

(ACCESSORY

SPACE)

1,432 SF 100 SF 15

WALLS

NO CHANGE OK

SLAB

NO CHANGE OK

NEW MEN'S

RESTROOM

34 WATTS

(SEE LIGHTING POWER

TABLE)

TABLE C405.4.2(2)

56 SF X .98 W/SF = 55 W

ALLOWABLE

34 W < 55 W

OK

NEW MEN'S

RESTROOM

34 WATTS

(SEE LIGHTING POWER

TABLE)

TABLE C405.4.2(2)

56 SF X .98 W/SF = 55 W

ALLOWABLE

34 W < 55 W

OK

OFFICES

LIGHTING POWER TABLE

MODEL LUMINARESFIXTURE TYPE WATT / FIXTURE # FIXTURES TOTAL (WATTS)

RECESSED

DOWNLIGHT

PHILLIPS 1001F134:

(1) COMPACT

FLUORESCENT

13 W 5 65 W

2' X 2'

FLUORESCENT

(2) 2' 17WT834 W 5 170 W

2' X 4'

FLUORESCENT

(2) 4' T858 W 16 928 W

TOTAL 1,163 W

MEN'S RESTROOM

2' X 2'

FLUORESCENT

(2) 2' 17WT834 W 1 34 W

WOMEN'S RESTROOM

2' X 2'

FLUORESCENT

(2) 2' 17WT8 34 W 1 34 W

CIVIL ENGINEER

ERIC JETER

D&B ENGINEERS AND ARCHITECTS P.C.

330 CROSSWAYS PARK DRIVE

WOODBURY, NY 11797

PH.- 516.364.9890

FX.- 516.364.9045

CIVIL ENGINEERING

1 SITE IMPROVEMENT PLAN

2 SITE IMPROVEMENT DETAILS

SITE IMPROVEMENT

1. SEE CIVIL ENGINEERING DRAWINGS FOR SITE IMPROVEMENT NOTES.

N

C

O

N

N

O

R

L

N

2

3

2

'-

6

"

L

O

T

L

IN

E

1

0

7

'-

6

"

S

T

R

E

E

T

L

IN

E

1

0

7

'-

6

"

L

O

T

L

IN

E

2

3

2

'-

6

"

L

O

T

L

IN

E

1

5

7

'-

6

"

L

O

T

L

IN

E

1

0

0

'-

0

"

L

O

T

L

IN

E

BLOCK 3

LOT 9

B

R

O

O

K

A

V

E

BLOCK 3

LOT 25

10 CONNOR LANE

7 CONNOR LANE

29 EXISTING PARKING SPACES -

SEE CIVIL ENGINEERING DRAWING

FOR WORK AT 7 CONNOR LANE

3

0

3

.0

8

'

1

5

'-

0

"

2

0

8

.2

3

'

1

5

'-

0

"

1

8

'-

0

"

1

0

'-

0

"

1 LAYER EACH SIDE OF 5/8" TYPE X GYPSUM

BOARD TAPED AND SPACKLED

3 5/8 METAL TRACK. FASTEN SECURELY TO

UNDERSIDE OF CEILING STRUCTURE

3 5/8" 25 GA. METAL STUDS AT 16" O.C.

FLOOR SUBSTRATE

WALL BASE

FINISH FLOORING

4 7/8"

6"

MIN

CEILING TYPE AS SCHED

CEILING ELEVATION PER RCP

UNDERSIDE OF ROOF / FLOOR STRUCTURE

A

SCALE: 1" = 1'-0"

(NO SOUND INSULATION)

TYPICAL NON-RATED PARTITION

WALL TYPES

STRUCTURAL CEILING

ASSEMBLY

1/4" DIA. OR 1/8" X 1" STRAP

HANGERS 4'-6" O.C.

WIRE CLIP #9 SPRING STEEL

1/2" COLD ROLLED 475#

NOT TO EXCEED 4'-6" O.C.

LAY-IN ACOUSTICAL

CEILING GRID & TILES

VA

RIE

S (S

EE

R

CP

)

FASTEN HANGERS TO

STRUCT./BLOCK'G AS REQ'D

SCALE: 1"=1'-0"SCALE: 1"=1'-0"

2 FEET 1 0

CLG-2

ACOUSTICAL LAY-IN CEILING

CEILING TYPES

#108 MEN'S RESTROOM

1ST FLOOR

#109 WOMEN'S RESTROOM

1

1

2

" VENT

LINE

#113 MEN'S RESTROOM

NEW TOILET

ON NEW

ROUGHING

NEW LAV.

ON NEW

ROUGHING

2" DRAIN

LINE

4" DRAIN LINE

6" WASTE TO STREET

4" VENT

THROUGH

ROOF

#114 WOMEN'S RESTROOM

1

1

2

" VENT

LINE

NEW TOILET

ON NEW

ROUGHING

NEW LAV.

ON NEW

ROUGHING

2" DRAIN

LINE

4" DRAIN LINE

1

1

2

" VENT

LINE

NEW TOILET

ON NEW

ROUGHING

NEW LAV.

ON NEW

ROUGHING

2" DRAIN

LINE

4" DRAIN LINE

6" WASTE TO STREET

4" VENT

THROUGH

ROOF

1

1

2

" VENT

LINE

NEW TOILET

ON NEW

ROUGHING

NEW LAV.

ON NEW

ROUGHING

2" DRAIN

LINE

4" DRAIN LINE

PLUMBING RISER

SCALE :

DRAWN BY :

REVIEW BY :

DATE :

SHEET NAME :

SHEET No.

PROJECT No :

DESCRIPTION

T H E S E D R A W I N G S A R E A N

I N S T R U M E N T O F S E R V I C E O F

SILBERSTANG LASKY ARCHITECTS AND

MAY NOT BE USED WITHOUT THEIR

E X P R E S S W R I T T E N P E R M I S S I O N

c

ISSUED

16030

250

WES

T 26

TH S

TREE

T

NEW

YO

RK, N

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001

212.

242.

3234

T

212.

242.

3304

F

SIL

BE

RS

TAN

GLA

SK

Y

10.13.2016

01.05.2017

06.07.2017

JF

ST

AS NOTED

AS NOTED

COVER SHEET

SHEET 1 OF 3

2

2

2

2

2

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, 8/14/2017 12:14:33 P

M, D

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To

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c3

EL

EC

EL

EC

SCALE: 3/16"=1'-0" ON 24" X 36" SCALE: 3/32"=1'-0" ON 11" X 17"

16 FEET84210

3

PARTIAL RCP

AT WAREHOUSE SPACE

C

B

C

C

B B

B B

B B

C

C

A A A

A A

B B B

B

B

B

B

BB

SP SPSP

SP

SP SP

SP

SP SP

SP

SP

SP

SP

SP

LIGHTING LEGEND

EXISTING WALL

NEW WALL

LEGEND:

CEILING FAN & GRILL

DESCRIPTIONSYMBOL

ACOUSTIC CEILING

TILE & GRID SYSTEM

COMPACT FLUORESCENT

DOWN LIGHT FIXTURE

2'X4' FLUORESCENT

TROFFER LIGHT

A

C

B

2'X2' FLUORESCENT

TROFFER LIGHT

CEILING HEIGHT

±15'-8"

CEILING HEIGHT

±8'-0"

CEILING HEIGHT

±8'-0"

CEILING HEIGHT

±8'-0"

CEILING HEIGHT

±8'-0"

CEILING HEIGHT

±8'-0"

CEILING HEIGHT

±9'-0"

CEILING HEIGHT

±8'-0"

CEILING HEIGHT

±8'-0"

CEILING HEIGHT

±8'-0"

EXHAUST FAN

EXHAUST FAN

SP

SPRINKLER HEAD

SPRINKLER WORK TO BE FILED

UNDER SEPARATE APPLICATION

SYMBOL FIXTURE

EXIT SIGN

NOTE:

1. ALL MECHANICAL, SPRINKLER, & FIRE ALARM WORK

IS TO BE FILED UNDER SEPARATE APPLICATION

2. ALL EXISTING DRAINAGE STRUCTURES TO BE

CLEANED OF DEBRIS AND SILT

3. REMOVE ALL DEBRIS FROM SITE

EL

EC

RAMP

DOWN

EL

EC

EL

EC

SLOPE

UP

SLOPE

UP

NO WORK

THIS AREA

NOTE:

EXISTING SPRINKLERS TO REMAIN

THIS AREA

NEW 42" HIGH

SAFETY RAILING

AT TRUCK WELL

1

-

4

-

SCALE: 1/32"=1'-0" ON 11" X 17"SCALE: 1/16"=1'-0" ON 24" X 36"

KEY PLAN

2

0 2 4 8 16 32 64 FEET

AREA OF

WORK

AREA OF

WORK

NOTE:

EXISTING SPRINKLERS TO REMAIN

THIS AREA

NO WORK

THIS AREA

SEE CIVIL ENGINEERING

DRAWINGS FOR PAVING

NOTES & DETAILS

NEW REFUSE

ENCLOSURE. SEE CIVIL

ENGINEERING DRAWINGS

FOR MORE INFO

EXISTING

TRANSFORMER

NEW BOLLARDS AT

TRANSFORMER PER

CIVIL ENGINEERING

DRAWINGS.

1,2

A102

AREA OF

WORK 5'-0

"±14'-0"

12'-0"

EXISTING

FENCE

EL

EC

EL

EC

SCALE: 3/16"=1'-0" ON 24" X 36" SCALE: 3/32"=1'-0" ON 11" X 17"

16 FEET84210

1

PARTIAL PLAN

AT WAREHOUSE SPACE

3'-0"3'-0"

3'-0"3'-0"

3'-0"

3

'

-

0

"

3'-0"

2'-4

"2

'-4

"

3'-0

"

3'-0"

3'-6"

3'-6"

24'-2" 14'-1"

12

'-4

"3

'-6

"

10

'-5

"2

2'-6

"

11

'-3

"

11'-1"

5'-5

"

4'-10"

8'-6

"

4'-10"

7'-1

1"

8'-7 3/4"

12'-9"

8'-10"

11

'-7

"

ENTRY DOOR

A

TYP.

SCALE: 1/8"=1'-0" 11" X 17"SCALE: 1/4"=1'-0" ON 24" X 36"

AT BATHROOM IN GARAGE SPACE

PARTIAL PLAN

4

0 1 2 4 8 16 FEET

A

TYP.

3'-0

"

7'-6"

7'-6

"

1'-6

"1

'-0

"

C

L

SIN

K

3'-0

"

7'-6"

7'-6

"

1'-6

"1

'-0

" C

L

SIN

K

1'-6

"

C

L

TO

IL

ET

1'-6

"

C

L

TO

IL

ET

5'-0" DIAMETER

CLEARANCE

5'-0" DIAMETER

CLEARANCE

NEW

GRAB

BAR

NEW SINK ON NEW ROUGHING

NEW TOILET

ON NEW

ROUGHING

BATHROOM ACCESSIBILITY REQUIREMENTS

17" MIN.

42" MIN.

33

"-3

6"

12"

24" MIN.

33

"-3

6"

12" MIN.

66

" M

IN

27

" M

AX

.

40

" M

AX

.

19" MAX.

34

" M

AX

.

48" MIN.

30

" M

IN

.

19" MAX.

17" MIN.

18" MIN.

36" MIN.

18" MIN.

LAV.

17

"-1

9"

SPACE

FLOOR

CLEAR

SCALE: 1/8"=1'-0" 11" X 17"SCALE: 1/4"=1'-0" ON 24" X 36"

AT BATHROOM IN GARAGE SPACE

PARTIAL RCP

5

0 1 2 4 8 16 FEET

C C

SP SP

CEILING HEIGHT

8-0"

EXHAUST FAN

EXHAUST FAN

15

" M

IN

.

7"-9"

33

"-3

6"

66

" M

IN

48" MIN

17

"-1

9"

SPACE

FLOOR

CLEAR

CONTRACTOR TO COORD. INSTALLATION OF BLOCKING FOR GRAB BARS.

JF

ST/JL

AS NOTED

AS NOTED

PLANS

SHEET 2 OF 3

SCALE :

DRAWN BY :

REVIEW BY :

DATE :

SHEET NAME :

SHEET No.

PROJECT No :

DESCRIPTION

N

T H E S E D R A W I N G S A R E A N

I N S T R U M E N T O F S E R V I C E O F

SILBERSTANG LASKY ARCHITECTS AND

MAY NOT BE USED WITHOUT THEIR

E X P R E S S W R I T T E N P E R M I S S I O N

c

ISSUED

16030

PLAN NORTH

250

WES

T 26

TH S

TREE

T

NEW

YO

RK, N

Y 10

001

212.

242.

3234

T

212.

242.

3304

F

SIL

BE

RS

TAN

GLA

SK

Y

10.13.2016

01.05.2017

06.07.2017

2

2

S:\A

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itectu

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jects\A

ctiveP

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2016\16030 - 10 C

on

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tract D

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YO

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SCALE: 1/32"=1'-0" ON 11" X 17"SCALE: 1/16"=1'-0" ON 24" X 36"

NOT USED

3

0 2 4 8 16 32 64 FEET

SCALE: 3/16"=1'-0" ON 24" X 36" SCALE: 3/32"=1'-0" ON 11" X 17"

16 FEET84210

2

PARTIAL NEW PAVING

AT WAREHOUSE ENTRY

RA

DO

SLOPE

UP

SLOPE

UP

REGRADE LANDSCAPE

TO ALIGN WITH

ELEVATION AT RAMP

ELEVATION

± 0'-0"

CO

NN

OR

L

N

EXISTING

STREET

CURB

ELEVATION

0'-0"

ELEVATION

± -6"

HANDRAIL TYP.

SEE 4/- FOR

MORE INFO

SL

OP

E U

P

SLO

PE

: 1:12

NO

TE

: M

AX

S

LO

PE

1:12

REPLACE

ENTRY GATE

5'-0

"

ELEVATION

± +9'-1/2"

ELEVATION

± +3'-3 1/2"

6'-0

"

4" 5'-0" 9'-7 1/2"

4"

5'-0

"

SLOPE UP

SLOPE: 1:12

NOTE: MAX SLOPE 1:12

NEW

CONCRETE

STEP

NEW CONCRETE

PORTION OF

LANDING

NEW CONCRETE

RAMP

6"

30

'-0

"

EXISTING

STEPS TO

REMAIN

EXISTING

CONCRETE

LANDING

SCALE: 3/16"=1'-0" ON 24" X 36" SCALE: 3/32"=1'-0" ON 11" X 17"

16 FEET84210

1

NOT USED

NOTE: SEE CIVIL

ENGINEERING DWGS

FOR MORE INFO

EXISTING

CONCRETE

LANDING

SCALE: 1/2"=1'-0" ON 11" X 17"

SCALE: 1"=1'-0" ON 24" X 36"

TYP. SECTION DETAIL AT HANDRAIL

4

0 1 2 FEET

4"

MIN

3'-0

"

1'-0"

2" DIAMETER

PAINTED STEEL

HANDRAIL

JF

ST/JL

AS NOTED

AS NOTED

PLANS

SHEET 3 OF 3

SCALE :

DRAWN BY :

REVIEW BY :

DATE :

SHEET NAME :

SHEET No.

PROJECT No :

DESCRIPTION

N

T H E S E D R A W I N G S A R E A N

I N S T R U M E N T O F S E R V I C E O F

SILBERSTANG LASKY ARCHITECTS AND

MAY NOT BE USED WITHOUT THEIR

E X P R E S S W R I T T E N P E R M I S S I O N

c

ISSUED

16030

PLAN NORTH

250

WES

T 26

TH S

TREE

T

NEW

YO

RK, N

Y 10

001

212.

242.

3234

T

212.

242.

3304

F

SIL

BE

RS

TAN

GLA

SK

Y

10.13.2016

01.05.2017

06.07.2017

2

S:\A

rch

itectu

ral P

ro

jects\A

ctiveP

ro

jects\SLA

2016\16030 - 10 C

on

no

r Ln

\16030 C

on

tract D

ocu

men

ts\16030 C

AD

\16030 D

ata\16030 Filin

g Set R

ev 2\16030 A

101.00 LA

YO

UT.d

wg

, 8/14/2017 12:16:02 P

M, D

WG

To

P

DF.p

c3