Page 1

IGOR RISTESKI

WORK PORTFOLIO

GAZEBO 2-7 WEEKSVILLE GARDENS BROOKLYN NY 8-10 SMITH HOUSES 11-18 SCHOOL PROJECT 19-23


430" 16"

92"

16"

108"

104"

16"

120"

92"

16"

108"

92"

16"

108"

16"

92"

16"

108"

108"

16"

264"

80"

16"

96"

96"

16"

92"

SPECIFICATIONS

92"

80"

264"

60 -( 2'x1'x 9') PRESSURE TREATED WOOD 12- ( 2'x1'x 10') PRESSURE TREATED WOOD 15- ( 2'x1'x 8') PRESSURE TREATED WOOD 18- ( 6"x6" x 9') PRESSURE TREATED WOOD 43-( 6"x2"x12') PRESSURE TREATED WOOD 43 -(2"x6'x1'-2") PRESSURE TREATED WOOD 44 -(4'X8') PRESSURE TREATED PLYWOOD 1400 SF TAR PAPER 1400 SF SHINGLES 130 LF (1"X 12" X 10') TIMBER TACK DARK BRAUN 130 LF (1"X 6" X 10') TIMBER TACK DARK BRAUN 18 TUBES X 16" DIAMETER 72 BAGS MIX CONTRITE

16"

108"

108"

16"

92"

16"

108" 16"

92"

120" 16"

104"

108" 16"

92"

108" 16"

92"

16"

430"

18- (9'X6"X6") PVC POST COVERS (SLEEVES) 9- (8') PVC COVERS WET SPOKES 11 - 8' PVC RAILINGS DECK SCREWS

ST. GEORGE MACEDONIAN ORTHODOX MONASTERY

DWG. 1/6

DATE:

07/11/13

SEAL. R.A. LIC. NO.

026042

185 CENTER GROVE ROAD RANDOLPH, NJ 07869

DWG No.

1/6

PROJECT

GAZEBO FOUNDATION

APPROVED MATERIAL DATE

WOOD, CONCRETE

APS CONTRACTORS, INC. 27 E 33rd Street, Paterson, NJ 07514


DETAIL A

430" 6"

102"

6"

114"

108"

6"

120"

102"

6"

108"

102"

6"

108"

6"

102"

6"

DETAIL A

108"

108"

102"

1-1/2" 1-1/2" 1-1/2"

1-1/2" 1-1/2"

1-1/2"

2" x 12" 6"

264"

90"

6"

96"

96"

90"

6"

102"

264"

6"

108"

108"

102"

6"

6"

108" 6"

102"

120" 6"

114"

108" 6"

102"

108" 6"

102"

6"

430"

ST. GEORGE MACEDONIAN ORTHODOX MONASTERY

DWG. 2/6

DATE:

07/11/13

SEAL. R.A. LIC. NO.

026042

185 CENTER GROVE ROAD RANDOLPH, NJ 07869

DWG No.

2/6

PROJECT

GAZEBO STRUCTURE

APPROVED MATERIAL DATE

WOOD,

APS CONTRACTORS, INC. 27 E 33rd Street, Paterson, NJ 07514


1" 28'-54

1" 42

28'-03 4"

1" 42

264"

9" 26'-416 25'-6 9 " 16

264"

1" 42

28'-03 4"

1" 42

1" 28'-54

ST. GEORGE MACEDONIAN ORTHODOX MONASTERY

DWG. 3/6

DATE:

07/11/13

SEAL. R.A. LIC. NO.

026042

185 CENTER GROVE ROAD RANDOLPH, NJ 07869

DWG No.

3/6

PROJECT

GAZEBO ROOF SUPPORT BEAMS

APPROVED MATERIAL DATE

WOOD,

APS CONTRACTORS, INC. 27 E 33rd Street, Paterson, NJ 07514


ST. GEORGE MACEDONIAN ORTHODOX MONASTERY

DWG. 4/6

DATE:

07/11/13

SEAL. R.A. LIC. NO.

026042

185 CENTER GROVE ROAD RANDOLPH, NJ 07869

DWG No.

4/6

PROJECT

GAZEBO TOP VIEW ROOF

APPROVED MATERIAL DATE

WOOD

APS CONTRACTORS, INC. 27 E 33rd Street, Paterson, NJ 07514


2"X6" DETAIL B

6" 1'-95" 8 6" 1'-2"

2"X6"

6" DETAIL B 2"X6" 15" 6'-216

2"X6"

2"X6"

1' 3 (2"X12")

3 (2"X12")

3 (2"X12")

GUTER SAFET

2"X12"

MAINTENANCE FREE PVC SLAVES

9'

6"

DETAIL C

8'-6"

6"

9'-6"

6"

8'-6"

6"

8'-6"

6"

DETAIL C

3'

6"X6" R16" FOUNDATION DETAIL C 1'-4"

6" 1'-2" 6"

15" 6'-216

1' MAINTENANCE FREE PVC SLAVES

MAINTENANCE FREE PVC SLAVES

MAINTENANCE FREE PVC SLAVES

MAINTENANCE FREE PVC SLAVES

9' 6"

8'-6"

6"

7'-6"

6"

8'-6"

6"

3'

1'-4"

ST. GEORGE MACEDONIAN ORTHODOX MONASTERY

DWG. 5/6

DATE:

07/11/13

SEAL. R.A. LIC. NO.

026042

185 CENTER GROVE ROAD RANDOLPH, NJ 07869

DWG No.

5/6

PROJECT

GAZEBO SECTIONS

APPROVED MATERIAL DATE

WOOD, CONCRETE

APS CONTRACTORS, INC. 27 E 33rd Street, Paterson, NJ 07514


TAR PAPER

3'

1'-4"

PVC RAILINGS

3'

3'

1'-4"

1'-4"

ST. GEORGE MACEDONIAN ORTHODOX MONASTERY

DWG. 6/6

DATE:

07/11/13

SEAL. R.A. LIC. NO.

026042

185 CENTER GROVE ROAD RANDOLPH, NJ 07869

DWG No.

6/6

PROJECT

GAZEBO FAUNDATION

APPROVED MATERIAL DATE

WOOD, CONCRETE

APS CONTRACTORS, INC. 27 E 33rd Street, Paterson, NJ 07514


146'x8'

20'x10'

19'x10'

37'x10'

8'x5'

14'x10'

80'x12'

BUILDING # 2

28'x8'

28'x8'

28'x8'

42'x8'

RAMP

65'x8'

56'x8'

28'x8'

6'

55'x

25'x8'

8'x5' 74'X10' 15'x14'

60'x8'

74'X10'

PARKING

LINE OF PROTECTIVE ZONE 6'HIGHT W.I.T.

PLAYGROUND TO BE KEPT CLOSED DURING CONSTRUCTION

LINE OF PROTECTIVE ZONE

EXISTING 4' HIGH PERMANENT WROUGHT IRON FENCE

28'x5' 20'x8'

BUILDING # 1

8'x5'

29'x10' 29'x10'

LINE OF PROTECTIVE ZONE

8'x5'

135'x12'

146'x12'

DEAN STREET

20'x10'

32'x8' 21'x12'

30'x10'

21'x10'

29'x8'

125'x12'

21'x10'

20'x12'

8'x5'

2"x2" CHAIN LINK FENCE

20'x5'

23'x10'

32'x8'

20'x5'

LINE OF PROTECTIVE ZONE

40'x10'

PROJECT TITLE

WEEKSVILLE GARDENS

LINE OF PROTECTIVE ZONE

56'x8' 20'x8'

8' HIGH WALL

20'x5'

18'x14'

20'x14'

LINE OF PROTECTIVE ZONE

74'x10'

21'x10'

15'x14'

28'x5'

25'x8'

20'x10'

20'x8'

74'x10'

20'x10'

LINE OF PROTECTIVE ZONE

LINE OF PROTECTIVE ZONE

135'x8'

140'x8'

20'x14' 8'x5'

78'x5'

COMMUNITY CENTER BELOW LINE OF PROTECTIVE ZONE

CONTRACTOR: POPE CONTRACTING INC.

155 SEARGEANT AVENUE CLIFTON N.J. 07013 TEL: (973) 279-1022

20'x8'

65'x10'

122 MILLER AVENUE BROOKLYN N.Y. 11207 TEL: (917) 807-9851

23'x8'

35'x8' 15'x8'

14'x10'

20'x12'

137'x8'

8'x5'

80'x10'

LINE OF PROTECTIVE ZONE

20'x8'

ENGINEER: JOEL PHAGOO P.E. PLLC

LINE OF PROTECTIVE ZONE

141'x8'

8'x5'

12'x10'

32'x8'

LINE OF PROTECTIVE ZONE

DOWN TO PARKING GARAGE

8' HIGH W.L.F.

65'x10'

LINE OF PROTECTIVE ZONE

12'x10'

PACIFIC STREET

LINE OF PROTECTIVE ZONE

PROJECT ADDRESS VARIOUS, BROOKLYN

ADJ. PROPERTY

INTERSECTING STREETS PACIFIC STREET & DEAN STREET BLOCK

1341

LOT:

12

ZONING MAP:

17A

ZONING DISTRICT:

R6

2"x2" CHAIN LINK FENCE ATTACHED TO SHED

LENGTH x WIDTH

SIDEWALK SHED LOCATION

TREE

XX LAWN/PLANTER

REV #

DATE

NOTES PROFESSIONAL, SIGN & SEAL

BUILDING ENTRANCE / EXIT

DATE: 05-08-2012 DRAWN BY: SCALE:

PROJECT NO: CHECKED BY:

I.S. N.T.S

SHEET:

DRAWING TITLE:

SITE SAFETY PLAN D.O.B. REF.:

SSP-2 N.Y.C.D.O.B. JOB NUMBER

2012-1378 J.P. 2 OF 2


ROOFING REPLACEMENT AND ASBESTOS ABATEMENT AT WEEKSVILLE GARDENS BROOKLYN

1630 PACIFIC ST. BUILDING 2 1640-42 PACIFIC ST.

80 SCHENECTADY AVE.

1620 PACIFIC ST.

1670 PACIFIC ST.

1650 PACIFIC ST.

1660 PACIFIC ST.

DECONTAMINATION AREA

87 TROY AVE.

EQUIPMENT ROOM

AIRLOCK

SHOWER

AIRLOCK

CLEAN ROOM

COMMUNITY CENTER

1625 DEAN ST.

1585 DEAN ST.

1595 DEAN ST.

1575 DEAN ST.

1605 DEAN ST.

1615 DEAN ST.

DECONTAMINATION AREA

EQUIPMENT ROOM

JOB NO./ NAME: WEEKSVILLE GARDENS R.F. 1113008

REVIEWED BY: POP CONTRACTING:

SCALE: NOT TO SCALE

DATE: 6/4/2012

DRAWN

APPROVED BY: BY:

155 SERGEANT AVE. CLIFTON, NJ 07013 INFO@POPCONTRACTING.US TEL. (973) 279-1022 FAX. (862) 254-1484

AIRLOCK

SHOWER

AIRLOCK

CLEAN ROOM

TITLE: EMERGENCY FIRE EVACUATION PLAN

NOTE:


31'

31' 31'

31' 38'

38'

54'

51'

8'-6"

30'

30'

8'-6"

8'

44'

44'

8' 30'

39'

39'

38'

38'

30'

25' 10'

10'

15'

15' 26'

26'

13'

13'

16'

16'

16' 16'

38'

38'

39'

39'

25'

26'

26' 3'

15'

3'

8'-6"

15' 10'

10'

30'

8'-6" 30'

TYPE "A" BUILDING BULD. N 1-2-3-4 8,571sf/ft

38' 31'

TYPE "B" BUILDING BLDG. N 6-7-8

51' 38' 31'

51' 44' 31'

31'

30'

31'

8'-6"

8'-6"

8'

8' 30'

38'

38'

38'

8'-6"

30' 3'

8'-6" 3' 13'

13'

38'

38'

38'

38' 13'

13'

30' 3'

3' 8'-6"

38'

38'

38' 31' 8'-6"

3'

3'

8'-6"

30'

38' 31'

TYPE "A" BUILDING BULD. N 5 8,661 sf/ft

30'

38'

31' 38'

44'

31' 38'

31'

TYPE "C" BUILDING BULD N 10-11-12 9,912 sq/ft

8'-6"

TYPE "A" BUILDING BULD. N 9 8,571 sf/ft

38' 31'

Pope Contracting, Inc 155 Sargeant Ave Clifton, NJ 07013 info@popecontracting.us Tel. 973-279-1022 Fax. 862-264-1484

JOB NO./ NAME:

SPF VARIOUS MANHATTAN RF1201136

38' 31'

SCALE: = 1'

1 16"

DATE: 6 / 21/ 2012

NOTE: SMITH HOUSES ROOF LAYOUT PLAN

DRAWN BY: Igor Risteski


31'

31' 38'

38'

8'-6"

SLOPE

2"

1

8"

SLOPE

5.5"

38'

38' 1.5"

1.5" 3' 1/8" / FT SLOPE

3' 30'

38' 31'

13'

TYPE "A" BUILDING BULD. N 1 8,571sq/ft

1/8" / FT SLOPE

8'-6"

38' 31' REVISIONS: 1 2 DATE: JOB NO. SCALE: 116"= 1'-0" DRAWN BY: BR PAGE 1 OF 1

BASE INSULATION: N/A

8"

LOCATION:

1/8" SLOPE

1

234"

5.0"

212"

OVERLAY: N/A

1.5" 212"

AVERAGE R: R 20

2"

1.5"

5.0"

1/8" SLOPE

2" 13'

FILL INSULATION:

1/8" SLOPE

1/8" SLOPE

1/8"/ FT SLOPE

SLOPE: 18" PER FT.

38'

5.5"

1/8"/ FT SLOPE

CRICKET SLOPE:

38'

MATERIAL:

8' 30'

SMITH HOUSES

8'

ARCHITECT:

1.5"

CONTRACTOR:

1.5"

HYGRADE UNSUL

1/8" / FT SLOPE

8'-6"

20 Catherine Street, New York NY 10038 Bldg#1

1/8" / FT SLOPE


MATERIAL STAGING AREA

MADISON STREET

AREA RESTRICTED DURING WORK HOURS

AREA RESTRICTED DURING WORK HOURS

MATERIAL HOIST INSTALLATION LAYOUT

AREA RESTRICTED DURING WORK HOURS

AREA RESTRICTED DURING WORK HOURS AREA RESTRICTED DURING WORK HOURS

AREA RESTRICTED DURING WORK HOURS

AREA RESTRICTED DURING WORK HOURS AREA RESTRICTED DURING WORK HOURS

CATHERINE SLIP

AREA RESTRICTED DURING WORK HOURS

SIDEWALK SHED

MATERIAL STAGING AREA

AREA RESTRICTED DURING WORK HOURS

JOB NO./ NAME:

NOTES: -MATERIAL HOIST IS FRO EXTERIOR MASONRY RESTORATION -TIEBACK WILL BE PROTECTED AT CORNERS SHARP EDGES AND BENDS WITH 12" RUBBER. -MATERIAL HOIST SHALL BE TIED BACK TO EYE BOLT IN BUILDING FOUNDATION WALL OR TWO (2) 5 16" STEEL CABLE WRAPPED AROUND THE ROOF BULKHEAD, AS PER A-4 & A-6 -ALL WIRE ROPE ATTACHMENT WILL USE THREE (3) FIST CLAPS AT EACH LOCATION

SCALE:

N REVIEWED BY:

NOT TO SCALE

DATE: APPROVED BY:

DRAWN BY:

Pope Contracting, Inc 155 Sargeant Ave Clifton, NJ 07013 info@popecontracting.us Tel. 973-279-1022 Fax. 862-264-1484

TITLE: SMITH HOUSES

NOTES:


TYPICAL BULKHEAD TIE BACK DETAIL 3 FIST CLAMPS 1

1

2 RUBBER COVERS FOR CORNERS OF BULKHEAD

3 FIST CLAMPS

2 RUBBER COVERS FOR CORNERS OF BULKHEAD

TYPICAL ROOF BULKHEAD

5 16 " WIRE ROPE TIE-BACK

3 FIST CLAMPS 3 FIST CLAMPS

1

1

2 RUBBER COVERS FOR CORNERS OF BULKHEAD

2 RUBBER COVERS FOR CORNERS OF BULKHEAD

3 FIST CLAMPS

JOB NO./ NAME: NYCHA - SMITH HOUSES

SCALE:

REVIEWED BY:

NOT TO SCALE

DATE: APPROVED BY: DRAWN BY:

POP CONTRACTING: 155 SERGEANT AVE. CLIFTON, NJ 07013 INFO@POPCONTRACTING.US TEL. (973) 279-1022 FAX. (862) 254-1484

NOTE:

A- 14

SEAL:


MATERIAL HOIST COUNTERWEIGHT CALCULATION COUNTERWEIGHT (CW) = ( LOAD 'L" x DISTANCE 'Y' x FACTOR OF SAFETY 'FS') / DISTANCE 'X' DISTANCE 'X' = 13' HOIST LOAD = 1000LBS

DISTANCE 'Y' = 5' COUNTERWEIGHT = 'CW '

FACTOR OF SAFETY = 4 EACH COUNTERWEIGHT = 55 LBS

WIRE ROPE

THEN:

1 4'

CW = (L x Y x FS) / X CW = ( 1000 x 5 x 4 ) / 13 CW = 2000 / 13 CW = 1540 LBS CW = 1540 / 55 = 28 NO. OF COUNTER WEIGHTS = 28

COUNTERWEIGHT (CW) 5

16" WIRE ROPE TIE-BACK

3 FIST CLAMPS

42" HIGH GUARD RAIL

GASOLINE POWERED MOTOR

LOAD 'L' 1000 LBS

3 FIST CLAPS

REINFORCED CONCRETE ROOF DECK

JOB NO./ NAME:

SCALE:

REVIEWED BY:

NOT TO SCALE

DATE: 6/8/2012

DRAWN BY:

APPROVED BY:

POP CONTRACTING: 155 SERGEANT AVE. CLIFTON, NJ 07013 INFO@POPCONTRACTING.US TEL. (973) 279-1022 FAX. (862) 254-1484

TITLE:

NOTE:


NEW GRAVEL STOP CAN POP RIVETS

NEW ALUMINUM FLASHING

NEW ALUMINUM FLASHING

NEW-SIDING

NEW ICE-SHIELD

NEW J CHANNEL NEW ALUMINUM FLASHING

JOB NO./ NAME:

SCALE:

REVIEWED BY:

NOT TO SCALE

DATE: 6/8/2012

DRAWN BY:

APPROVED BY:

POP CONTRACTING: 155 SERGEANT AVE. CLIFTON, NJ 07013 INFO@POPCONTRACTING.US TEL. (973) 279-1022 FAX. (862) 254-1484

TITLE:

NOTE:


CLASS PROJECT

SUBMISSION:

NEW YORK INSTITUTE OF TECHNOLOGY

School of Architecture and Design 1855 Broadway New York, NY 10023

9'-0"

24'-0" 4'-0"

6'-0"

35'-0" 4'-0"

3'-0"

6'-0"

3'-0"

12'-0"

11'-03" 8

20'-0"

4'-0"

4'-0"

3'-0"

12'-0"

13'-4"

7'-73 4"

3'-63 4"

33'-0"

1'-8"

7'-0"

4'-27 " 8

5'-105" 8

20'-0"

4'-0"

8'-0"

20'-115" 8

4'-0"

2'-7"

4'-0"

3'-6"

3'-0"

1" 8'-88

6'-45" 8

4'-0"

PROJECT:

4'-0"

18'-0"

6'-0"

VISITOR'S CENTER

12'-0" 26'-0"

29'-0" 42'-0"

CLASS:

CONSTRUCTION DRAWINGS

DRAWN BY:

SPRING 2010

DATE: TITLE:

IGOR XXXXXXXXXX XXXXXXXXXX

GROUNDFLOORPLAN XXXXXXXXXXXXXX

SCALE:

SHEET NUMBER:

1/8"=1'-0"

A2.1


CLASS PROJECT

SUBMISSION:

NEW YORK INSTITUTE OF TECHNOLOGY

School of Architecture and Design 1855 Broadway New York, NY 10023

24'-0"

35'-0"

10'-2"

20'-0"

12'-0"

11'-03" 8

25'-10"

6'-0"

9'-0"

4'-0"

3" 5'-08

14'-97 " 8

20'-0"

33'-0"

20'-115 8"

20'-115" 8

4'-0"

3'-0"

12'-0"

3'-0"

7'-0"

PROJECT:

6'-45" 8

4'-0"

4'-0"

VISITOR'S CENTER 41'-3"

12'-0" 26'-0"

29'-0" 42'-0"

CONSTRUCTION DRAWINGS

CLASS: DRAWN BY:

SPRING 2010

DATE: TITLE:

IGOR XXXXXXXXXX XXXXXXXXXX

TERRACEFLOORPLAN XXXXXXXXXXXXXX

SCALE:

SHEET NUMBER:

1/8"=1'-0"

A2.2


CLASS PROJECT

SUBMISSION:

NEW YORK INSTITUTE OF TECHNOLOGY

School of Architecture and Design 1855 Broadway New York, NY 10023

24'-0"

35'-0"

20'-0"

12'-0"

7'-73 4"

12'-0"

3" 5'-08

3" 11'-08

10'-2"

6'-0"

9'-0"

33'-0"

5" 20'-118

9'-4"

4'-47 " 8

20'-0"

17'-31 2"

PROJECT:

7'-0"

45'-27 " 8

VISITOR'S CENTER

12'-0" 26'-0"

29'-0" 42'-0"

CONSTRUCTION DRAWINGS

CLASS: DRAWN BY:

DATE: TITLE:

IGOR XXXXXXXXXX XXXXXXXXXX SPRING 2010

ROOFPLAN XXXXXXXXXXXXXX

SCALE:

SHEET NUMBER:

1/8"=1'-0"

A2.3


CLASS PROJECT

SUBMISSION:

NEW YORK INSTITUTE OF TECHNOLOGY

School of Architecture and Design 1855 Broadway New York, NY 10023

2'-0"

2'-0"

3'-0"

2'-0"

1'-0"

8'-0"

1'-81 4"

4'-27 8"

PROJECT: 2'-0"

3'-0"

2'-0"

2'-0"

VISITOR'S CENTER

CLASS: DRAWN BY:

DATE:

CONSTRUCTION DRAWINGS IGOR XXXXXXXXXX XXXXXXXXXX SPRING 2010

TITLE:

GROUNDFLOORREFLETEDCEILINGPLAN XXXXXXXXXXXXXX SCALE:

SHEET NUMBER:

1/8"=1'-0"

A2.4


SUBMISSION:

CLASS PROJECT

NEW YORK INSTITUTE OF TECHNOLOGY

School of Architecture and Design 1855 Broadway New York, NY 10023

PROJECT:

VISITOR'S CENTER

CLASS: DRAWN BY:

DATE:

CONSTRUCTION DRAWINGS IGOR XXXXXXXXXX XXXXXXXXXX SPRING 2010

TITLE:

TERRACEREFLECTEDCEILINGPLAN XXXXXXXXXXXXXX SCALE:

SHEET NUMBER:

1/8"=1'-0"

A2.5

Portfolio professional drawings  

WORK PORTFOLIO

Read more
Read more
Similar to
Popular now
Just for you