north - iannelli constructioniannelliconstruction.com/wp-content/uploads/a680-a684.pdf · 8"...

1

514"

58" 5

8"4"

9" 2" 2'-912"

STEEL COLUMNCONTRACT # 2 SEE S-141

61 2"

5 8"

5 8"

5 8"

5 8"

4"

PTD GWB PARTITION

BLEACHERS ABOVE

2 HR FIRE RATED EXPANSIONJOINT

L.1

LL

L.1

M

BLEACHER STEPSBEYOND

112"

112"

PTD GWB PARTITION

112" Ø PTD STEEL

HANDRAIL, ABOVE

38" PTD STEEL BENTPLATE BRACKET FORHANDRAIL

5" Ø BASE PLATESET BELOW SPORTSFLOORING, TYP.

21 2"

1'-0

"

METAL CLADDING &FRAMINGCONTRACT #2

MISC. STL21

2" X 212" HSS @ 4'-0"

O.C. MAX

ALUMINUM COMPOSITECLADDING

BATT INSULATION

BLEACHER BENCH SEATBEYOND, PER BLEACHERMFR.

9"

212"

6"

58"5

8" 258"25

8"

MISC. STL 212" X 21

2" HSS@ 4'-0" O.C. MAX


LINE OF ALUMINUMCOMPOSITE CLADDING,ABOVE

BLEACHER SEATING,ABOVE

RATED HOLLOWMETAL DOOR

638"

212"

58" 25

8"58"

BATT INSULATION


MISC. STL21

2" X 212" HSS

41 4"


1'-0

1 2"

5 8"5 8

"4"

2"

5 8"

5 8"

4"


RATED HOLLOW METAL DOOR


BLEACHER STEPS,ABOVE

T03G


BLEACHER STEPS ABOVE



L.1

+28'-0"MEZZANINE LEVEL

ALUMINUM COMPOSITEPANEL CLADDING

MISC. STL21

2" X 212" HSS

31 4"

EDGE OF CONC. SLAB,BELOW

1'-4

1 2" C

LEAR

9"21

2" 58"5

8" 258"25

8"

N

514"

58" 5

8"4"

112"1

12"

METAL CLADDINGCONTRACT #2

GIRT, BEYONDCONTRACT #2

METAL FRAMINGFASTENED TO GIRT

Z CLIP PER GYMPADDING MFR

FLAME RETARDENT GYMPADDING FASTENED TOMETAL FRAMING

112" Ø S.S. HANDRAIL,

ABOVE

38" PTD STEEL BENTPLATE BRACKET FORHANDRAIL

PTD GWB PARTITION

+41'-4"UPPER LEVEL

2"

21 2"

ALIGNTYP.

5 8"

5 8"

2'-212"7"

1'-7

1 8" 1'-0

1 2"

65 8"

1'-0

"

L.1

11A682

8A682

12A682

MTL7

MTL6

SLO

PE

PTD 18 GA. BRAKE MTLCOVER ON MTL FRAMING

NOTCH BRAKE MTL ATFLANGE, TYP.

RETURN BRAKE MTL TOTRACK FLOOR

1

STL COLUMNCONTRACT #2BASE PLATE, BEYOND

PTD BLOCKING, 12" REVEAL, TYP.

14" PTD ORNAMENTAL STL PLATE.COUNTERSINK FASTENERS, TYP.

MTL-6

21

5 8"

T11E

21

21

09

MTL-6

GWB-1/P-5

MTL-6

MTL-7

MTL-7

758"

314"

9"

09

09

MTL-6

GWB-1/P-5

21

T03J

1"

12A681

21

21

RATED PARTITION

RATED PARTITION

GWB PARTITION

GWB PARTITION

RATED PARTITION

RATED PARTITION

PTD REVEAL AT DOORUSE P-5

PTD REVEAL AT DOOR USE P-5METAL CLADDING CONTRACT #2

HSS TUBE W/ INTUMESCENT PAINTCONTRACT #2

EDGE OF GIRT, BEYONDCONTRACT #2

ALIGN PARTITIONW/ EDGE OFSOFFIT ABOVESPRAY ONFIREPROOFING, TYP

BLEACHER & VOMITORY PLAN DETAILS

TR

IM

H

ER

E

TR

IM

H

ER

E

THE CONSTRUCTION OF A MULTI-PURPOSE INDOOR ATHLETIC FACILITY IN OCEAN BREEZE PARK,

BOUNDED BY QUNITARD STREET, MASON AVENUE AND SEAVIEW HOSPITAL,

BOROUGH OF STATEN ISLAND

PHASE:

REVISIONS:

DATE: REVISION No. REMARKS:

03.15.2012 N.A. N.A.

100% BID DOCUMENTS

WEIDLINGER ASSOCIATES INC.

375 HUDSON STREET

NEW YORK, NEW YORK 10014

T: 212.367.3000 F: 212.367.2910

sageandcoombearchitects12-16 Vestry Street / 5th Floor / New York NY 10013tel 212.226.9600 / fax 212.226.8456www.sageandcoombe.com

MEP ENGINEER:

STRUCTURAL ENGINEER:

ARCHITECT:

PHASE:

GENERAL NOTE:

WORK SHOWN ON EITHER THE ARCHITECTURAL OR THE ENGINEERING DRAWINGS MAY REQUIRE THE

ATTENTION OF MORE THAN ONE PRIME CONTRACTOR. THOUGH THE WORK OF EACH TRADE MAY BE

SHOWN IN SEPARATE SECTIONS OF THE DOCUMENTS, EACH PRIME CONTRACTOR IS RESPONSIBLE FOR

FAMILIARIZING THEMSELVES WITH THE FULL SET OF DOCUMENTS AND THE ASSOCIATED ISSUES OF

COORDINATION AND INTERFACE WITH THE OTHER TRADES.

IT IS THE RESPONSIBILITY OF EACH PRIME CONTRACTOR TO NOTIFY THE OWNER/ARCHITECT OF ANY

CONFLICTS OR DISCREPANCIES, FIELD CONDITIONS OR OTHER MITIGATING CIRCUMSTANCES THAT

WOULD AFFECT THE SUCCESSFUL COMPLETION OF THE SCOPE OF THE WORK OUTLINED IN THESE

DOCUMENTS.

THE GENERAL CONSTRUCTION CONTRACTOR (CONTRACT #R149-108M) SHALL BE RESPONSIBLE FOR THE

COORDINATION AND INTEGRATION OF THE WORK OF ITS SUBCONTRACTORS AND ANY OTHER PRIME

CONTRACTORS THAT MAY BE PRESENT ON THE PROJECT SITE. INASMUCH AS THE COMPLETION OF THE

PROJECT WITHIN THE PRESCRIBED LIMIT OF TIME IS DEPENDENT VERY LARGELY UPON THE CLOSE AND

ACTIVE COOPERATION OF ALL THOSE ENGAGED THEREIN, IT IS THEREFORE EXPRESSLY UNDERSTOOD

AND AGREED THAT THE GENERAL CONSTRUCTION CONTRACTOR AND EACH OF THE OTHER PRIME

CONTRACTORS (CONTRACTS # R149-108M, R149-208M, R149-308M, R149-408M) SHALL LAY OUT AND INSTALL

ITS WORK AT SUCH TIME OR TIMES AND IN SUCH MANNER AS NOT TO DELAY OR INTERFERE WITH THE

CARRYING FORWARD OF THE WORK OF OTHER PRIME CONTRACTORS.

AMBROSINO DEPINTO & SCHMIEDER

275 SEVENTH AVENUE

NEW YORK, NY 10001

T: 212.645.6060 F: 212.645.6533

MKW + ASSOCIATES

39 PARK AVENUE

RUTHERFORD, NEW JERSEY 07070

T: 201.933.7809 F: 201.933.8702

LANDSCAPE ARCHITECT,

SITE PLANNING, AND

URBAN DESIGN:

KEYPLAN:

LIGHTING DESIGN:

HORTON LEES BROGDEN LIGHTING DESIGN

200 PARK AVENUE SOUTH, SUITE 1401

NEW YORK, NY 10003

T: 212.674.5580 F: 212.254.2712

ACOUSTICS, AV, IT,

DATA, & SECURITY:

SHEN, MILSON & WILKE, INC.

417 FIFTH AVENUE, 5TH FLOOR

NEW YORK, NY 10016

T: 212.725.6800 F: 212.725.0864

PROJECT

NORTH

NORTH

LAND USE

CONSULTANT:

RAMPULLA ASSOCIATES ARCHITECTS

153 3rd STREET

STATEN ISLAND, NY 10306

T: 718.987.1310 F: 718.987.1565

LEED

CONSULTANT:

STEVEN WINTER ASSOCIATES

307 7th AVENUE, SUITE 1701

NEW YORK, NY 10001

T: 212.564.5800 F: 212.741.8673

PROJECT TITLE

DRAWING TITLE

DESIGNED BY

REVIEWED-TEAM LEADER

FORESTRY:

DRAWING NO.B-SCAN

CHECKED BY

CONTRACT NO.

DRAWN BY

APPROVED-DIRECTOR

APPROVED-CHIEF ENGINEER

SCALE

APPROVED-DEPUTY CHIEF OF DESIGN

DATE

100% BID DOCUMENTS

Sage and Coombe Architects Peter Coombe, AIA

Kevin Quinn, R.A.Michael Browne, R.L.A.

R149-108M PlaNYC

John NatoliDavid Carlson, R.L.A.

03.15.2012

X/AXXX

X/AXXX

Olmsted Center

Flushing Meadows Corona Park

Flushing, New York 11368

City of New York

Parks & Recreation

SEAL

A-680.00

OB

1 PLAN DETAILSCALE: 1 1/2" = 1'-0"

1 1/2" = 1'-0"








L.1L.1L

L.1

NN N N

6", TYP.

1'-1", TYP. 1'-1", TYP.

1"

8",

TYP.

6", TYP.

1'-412", TYP.

1"

1'-4

", TY

P.

912", TYP.

1'-412", TYP. 91

2", TYP.

1'-4

", TY

P.

2'-8

", TY

P.

2'-2

"1'-0

"

2"

6", TYP.412"

L.1

2'-1

0"

4'-1

01 2"

RATED PARTITION

BLEACHER RAKER BEAM

SPRAY ON FIREPROOFING ONBLEACHER STRUCTURE, TYP.

112" ANODIZED ALUMINUM T&G

BLEACHER DECKING

STRUCTURAL STL BEAMCONTRACT #22" SPRAY ON FIREPROOFING,TYP.

ANODIZED ALUMINUMBLEACHER BENCH SEAT

PTD ALUMINUM BLEACHERRISER

CONC. ON METAL DECK

14" THICK PTD STEELCONTRASTING NOSING W/ ANTISLIP TREAD EMBED IN SLAB.COLOR TO MATCH ADJACENTCONSTRUCTION, TYP.

2"

RATED PARTITION

BLEACHER RAKER BEAM


STL BEAM CONTRACT #2

SPRAY ON FIREPROOFING

CONC. ON METAL DECK

FLOOR MOUNT FORBLEACHER BENCH SEAT

14" THICK PTD STEELCONTRASTING NOSINGW/ ANTI SLIP TREADEMBED IN SLAB

2"


BLEACHER DECKING

BLEACHER RAKER BEAM


ANODIZED ALUMINUMBLEACHER STAIR TREAD W/CONTRASTING NOSINGFACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER STAIR RISER

112" ANODIZED ALUMINUMT&G BLEACHER DECKING

ANODIZED ALUMINUMBLEACHER BENCH SEAT

BLEACHER RAKER BEAM PERBLEACHER MFR

ADA SEATING

112" ANODIZED ALUMINUMT&G BLEACHER DECKING

NEOPRENE SPACER, TYP.FASTEN POST TO BLEACHERSTRUCTURE W/ S.S.FASTENERS, TYP.

PROVIDE MISC. STLSTRUCTURE FOR GUARDRAILAS REQ'D. COORDINATE W/BLEACHER MFR.

2" X 2" PTD ORNAMENTALSTL ANGLE

S.S. CABLE SYSTEM

4" O

.C. TY

P.

2" X 2" PTD ORNAMENTALSTL TUBE W/ ENDCAPS

RATED PARTITION

T03G

T03D&

FIRE RATED HOLLOW METALDOOR

RETURN AIR GRILLE. 60%OPEN PERFORATED PANEL TOMATCH ALUMINUMCOMPOSITE PANELS

F16 LIGHT FIXTURE

RETURN AIR DUCT SEE M131& M132

2HR FIRE RATED DUCT WRAP

STRUCTURAL STEEL BEAMCONTRACT #2SPRAY ON FIREPROOFING

CONC. ON METAL DECK

SLAB PENETRATION SEES-171 & S172

RETURN AIR GRILLE. 60%OPEN PERFORATED PANEL TOMATCH ALUMINUMCOMPOSITE PANELS

ALUMINUM COMPOSITEPANEL

MTL FRAMING FOR VOMITORYCEILING AS REQ'D

RETURN AIR DUCT SEE M131& M132DUCTWORK TO FIT BETWEENBLEACHER RAKERS

2HR FIRE RATED DUCT WRAP

STRUCTURAL STEEL BEAMCONTRACT #2

2" SPRAY ON FIREPROOFING

BLEACHER RAKER BEAM,BEYOND

SEE TO 1/A681 FOR TYPICALBLEACHER COMPONENTS


STRUCTURAL STL BEAMCONTRACT #2

2" SPRAY ON FIREPROOFING

MISC. STL ANGLE FASTENEDTO MEZZANINE BEAM

MISC. STL 212" X 21

2" HSS POST@ 4'-0" O.C. MAX.

CONC. ON METAL DECK

12" THICK BENT STL PLATEPOUR STOP

3/8" X 112" PTD

ORNAMENTAL STEELFLAT BAR RAILATTACHMENT, BEYOND

112" X 11

2" PTD ORNAMENTAL STLTUBE RAIL, BEYOND




MISC. STL ANGLEFASTENED TO MEZZANINEBEAM

MISC. STL 212" X 21

2" HSS POST@ 4'-0" O.C. MAX.

CONC. ON METAL DECK

12" THICK BENT STL PLATE

GWB ON MTL FRAMING

PROVIDE FIRE STOP ATPENETRATION THROUGHRATED PARTITION, TYP.

RATED PARTITION

FIRE RATED EXPANSION JOINT

CONC. ON MTL DECKING



RATED PARTITION

11 GA. PTD STEEL BRAKEMETAL JOINT COVERFASTENED TO RATEDPARTITION


BLEACHER DECKING


BLEACHER STRUCTURE

4" PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR

4"4"2"

MTL BUILDING CLADDINGCONTRACT #2

PTD STL TUBECONTRACT #2 REMOVECOATING AS NECESSARY TOATTACH EXPANSION JOINT

STL BEAM CONTRACT #22" SPRAY ON FIREPROOFING

FIRE RATED EXPANSION JOINT

SLAB ON MTL DECKING


BLEACHER DECKING


BLEACHER STRUCTURE

MTL BUILDING CLADDINGCONTRACT #2

MTL BUILDING 'Z GIRT'CONTRACT #2

2"

MTL STUD FRAMING FASTENED TOCONTRACT # 2 GIRTS

212" 2"

6"4"

FIRE RESISTANT GYMPADDING

Z CLIP ATTACHMENT PERPADDING MFR

CONC. SLABCONTRACT #1

3A680

POUR STOP, TYP.

2121

4A759

1'-4

"

21

POUR STOP, TYP.

STL BRACINGSEE 2/A672 FOR TYPICALNOTES

21

1'-6"

POUR STOP

21

1'-6"

FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER RISER

FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMSIDE OF BLEACHER STEP

FACTORY APPLIED BAKED-ONCOATING ON ALUMINUMBLEACHER BENCH MOUNTINGBRACKET

FACTORY APPLIEDBAKED-ON COATING ONALUMINUM BLEACHERRISER

5 8"

09

MTL-6

GWB-1/P-5MTL-6

MTL-6

MTL-7

GWB ON MTL FRAMING

5 8"

1'-4"

POUR STOP


MTL-7

2'-1

0"

1014"

7"9"

258"

58"21

2"58"25

8"

5 8"

POUR STOP

GWB-1/P-5

BLEACHER & VOMITORY SECTION DETAILS

TR

IM

H

ER

E

TR

IM

H

ER

E




PHASE:

REVISIONS:


03.15.2012 N.A. N.A.

100% BID DOCUMENTS


375 HUDSON STREET


T: 212.367.3000 F: 212.367.2910


MEP ENGINEER:


ARCHITECT:

PHASE:

GENERAL NOTE:









DOCUMENTS.











275 SEVENTH AVENUE

NEW YORK, NY 10001

T: 212.645.6060 F: 212.645.6533

MKW + ASSOCIATES

39 PARK AVENUE


T: 201.933.7809 F: 201.933.8702


SITE PLANNING, AND

URBAN DESIGN:

KEYPLAN:

LIGHTING DESIGN:



NEW YORK, NY 10003

T: 212.674.5580 F: 212.254.2712

ACOUSTICS, AV, IT,

DATA, & SECURITY:



NEW YORK, NY 10016

T: 212.725.6800 F: 212.725.0864

PROJECT

NORTH

NORTH

LAND USE

CONSULTANT:


153 3rd STREET


T: 718.987.1310 F: 718.987.1565

LEED

CONSULTANT:



NEW YORK, NY 10001

T: 212.564.5800 F: 212.741.8673

PROJECT TITLE

DRAWING TITLE

DESIGNED BY


FORESTRY:

DRAWING NO.B-SCAN

CHECKED BY

CONTRACT NO.

DRAWN BY

APPROVED-DIRECTOR


SCALE


DATE

100% BID DOCUMENTS



R149-108M PlaNYC


03.15.2012

X/AXXX

X/AXXX

Olmsted Center



City of New York

Parks & Recreation

SEAL

A-681.00

OB

1 SECTION DETAILSCALE: 1 1/2" = 1'-0"

1 1/2" = 1'-0"












L.1

1

1

6", TYP.

1'-1", TYP. 1'-1", TYP.

1"

REFER TO 1/A681 FORBLEACHER STAIRCOMPONENTS

STRUCTURAL STL BEAMCONTRACT # 2


FASTEN BLEACHER RAKERBEAM TO MEZZANINE BEAM.NO POST TO TRACK LEVEL.COORDINATE CONNECTION W/BLEACHER MFR ANDSTRUCTURAL ENGINEER.

BLEACHER RAKER BEAM

PTD GWB CEILING ON MTLFRAMING

REFER TO 1/A681 FORBLEACHER STAIRCOMPONENTS

ANODIZED ALUMINUMBLEACHER HANDRAIL

ATTACHMENT BRACKETPROVIDED BY BLEACHER MFR

2'-1

0"

1'-0

"2" X 2" PTD STL ANGLE

S.S. CABLE SYSTEM

2" X 2" PTD ORNAMENTALSTL TUBE W/ ENDCAPS

PTD STL BASE PLATE

NEOPRENE SPACER

PROVIDE STRUCTURE FORGUARDRAIL ATTACHMENTAS REQ'D COORDINATE W/BLEACHER MFR.

112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERS

REFER TO 7/A681 FORBLEACHER COMPONENTS

2'-2

"

4" O

.C. TY

P.

BLEACHER PLATFORMSTRUCTURE

SPRAY ON FIREPROOFING ONPLATFORM STRUCTURE

112" ANODIZED ALUMINUMT&G DECKING AT LANDINGAT T.O. BLEACHERSPROVIDE STRUCTURE FORGUARDRAIL ATTACHMENTAS REQ'D COORDINATE W/BLEACHER MFR.

2" X 2" PTD ORNAMENTALSTL ANGLE

S.S. CABLE SYSTEM

2" X 2" PTDORNAMENTAL STL TUBEW/ ENDCAPS

PTD STL BASE PLATE

NEOPRENE SPACER

3'-6

"

4" O

.C. TY

P.

3'-6

"

2'-1

0"

8"

PTD GWB CEILING

BLEACHER RAKER BEAM

FASTEN HSS POST TO RAKERBEAM

MISC. STL 212" X 21

2" HSS POSTAT 4'-0" O.C. MAX, BEYOND

BATT INSULATION


2 LAYERS PTD GWB ON 4"MTL STUD

MISC. STL21

2" X 212" HSS RAIL

SHIM AS REQ'D



MISC. STL 212" X 21

2" HSS POSTAT 4'-0" O.C. MAX

GWB ON MTL FRAMING

ORNAMENTAL STL 212" X 21

2"HSS RAIL

VOMITORY GUARD, BEYOND

112" X 11

2" PTD STL TUBE RAIL

ORNAMENTAL STL 112" X 38" PTD

FLAT BAR RAIL ATTACHMENT@ JOINTS IN ALUMINUM

PANELS

ALIGN


MISC. STL 212" X 21

2" HSS POSTAT 4'-0" O.C. MAX, BEYOND

BATT INSULATION


PTD GWB PARTITION

MISC. STL21

2" X 212" HSS RAIL

SHIM AS REQ'D

BLEACHER RAKER BEAM

CONC. ON MTL DECK


BLEACHER RAKER BEAM, PERBLEACHER MFR.


212" X 21

2" HSS POST AT 4'-0"O.C. MAX, BEYOND

BATT INSULATION


212" X 21

2" HSS RAIL

SHIM AS REQ'D

514"

58"4"

58"

112"

112"

112" Ø S.S. HANDRAIL

S.S. HANDRAIL MOUNTINGBRACKET SEE 15/A620


T.O. MEZZANINE SLAB, BEHIND

2" EXPANSION JOINT FIRERATED EXPANSION JOINT,

BEYOND

HSS TUBE, BEYOND.CONTRACT #2

MTL BUILDING CLADDING,CONTRACT #2

2'-1"

3'-6

"

2'-1

0"

514"51

4"2'-1"1'-9"

7"2"3'-6

"

2'-1

0"

1'-0

"

FASTEN HSS POST TO RAKER BEAM

212" X 21

2" HSS POST AT 4'-0"O.C. MAX, BEYOND

BATT INSULATION


212" X 21

2" HSS RAILSHIM AS REQ'D

PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR

BLEACHER RAKER BEAM

CONC. ON MTL DECKING

STL BEAM

HSS TUBE W/ INTUMESCENTPAINT, CONTRACT #22 HR FIRE RATED EXPANSIONJOINT

112" Ø S.S. HANDRAIL

S.S. HANDRAIL MOUNTINGBRACKET SEE 15/A620

PTD 18 GA. BRAKE MTLCOVER ON MTL FRAMING

COLUMN, BEYOND

SLO

PE

NOTCH BRAKE MTL AROUND COLUMN

GWB1

P6

GYPSUMSHEATHING

6" HEAVY GA.STEEL JOISTS

AT 16" O.C.

6" HEAVY GA.STEEL STUDS AT

16" O.C.

4" X 4" ALUMINUMANGLE 4

"

PTD ALUMINUM WALL BASEPROVIDED BY BLEACHER MFR

03

1'-0

"

GYPSUMSHEATHING

6" HEAVY GA.STEEL JOISTS

AT 16" O.C.

6" HEAVY GA. STEELSTUDS AT 16" O.C.

4" X 4" ALUMINUMANGLE

9-

5-





1N2" 2'-0"

GWB-1/P-6

GWB-1/P-6


TURN BRAKEMETAL ATTERMINATION,TYP.

4"

1'-0

"

4" 1'-0

"4"

PTD 18 GA.BRAKE MTL

6" HEAVY GA.STEEL JOISTSAT 16" O.C.

LINE OF BRAKEMTL, BEYOND

T.O. GWBGUARDRAIL,BEYOND

STL COLUMNCONTRACT #2

EDGE OF STL COLUMNFLANGE, BEYOND

FOR TYPICALNOTES REFER TO9/A681

CONC. ON MTLDECK CONTRACT#2

6" HEAVY GA.MTL STUD AT 16"O.C. TYP.

6" HEAVY GA.STEEL JOISTSAT 16" O.C.

PTD 18 GA.BRAKE MTL

GYPSUMSHEATHING

TURN BRAKEMETAL ATTERMINATION,TYP.

T.O. GWBGUARDRAIL,BEYOND


GWB-1/P-5

09


14" PTD ORNAMENTAL STLPLATE. COUNTERSINKFASTENERS, TYP.

BLEACHER BENCH SEAT,BEYOND

MTL-6

MTL-7MTL-7

MTL-6MTL-6

MTL-7

FACTORY APPLIED BAKED-ONCOATING ON ALUMINUM

BLEACHER RISER

BLEACHER STRUCTURE

GWB-1/P-5


PTD BLOCKING, 12"

REVEAL, TYP.

14" PTD ORNAMENTAL STLPLATE. COUNTERSINKFASTENERS, TYP.

SPRAY-ON FIREPROOFING ONBLEACHER STRUCTURE


BLEACHER & VOMITORY SECTION DETAILS

TR

IM

H

ER

E

TR

IM

H

ER

E




PHASE:

REVISIONS:


03.15.2012 N.A. N.A.

100% BID DOCUMENTS


375 HUDSON STREET


T: 212.367.3000 F: 212.367.2910


MEP ENGINEER:


ARCHITECT:

PHASE:

GENERAL NOTE:









DOCUMENTS.











275 SEVENTH AVENUE

NEW YORK, NY 10001

T: 212.645.6060 F: 212.645.6533

MKW + ASSOCIATES

39 PARK AVENUE


T: 201.933.7809 F: 201.933.8702


SITE PLANNING, AND

URBAN DESIGN:

KEYPLAN:

LIGHTING DESIGN:



NEW YORK, NY 10003

T: 212.674.5580 F: 212.254.2712

ACOUSTICS, AV, IT,

DATA, & SECURITY:



NEW YORK, NY 10016

T: 212.725.6800 F: 212.725.0864

PROJECT

NORTH

NORTH

LAND USE

CONSULTANT:


153 3rd STREET


T: 718.987.1310 F: 718.987.1565

LEED

CONSULTANT:



NEW YORK, NY 10001

T: 212.564.5800 F: 212.741.8673

PROJECT TITLE

DRAWING TITLE

DESIGNED BY


FORESTRY:

DRAWING NO.B-SCAN

CHECKED BY

CONTRACT NO.

DRAWN BY

APPROVED-DIRECTOR


SCALE


DATE

100% BID DOCUMENTS



R149-108M PlaNYC


03.15.2012

X/AXXX

X/AXXX

Olmsted Center



City of New York

Parks & Recreation

SEAL

A-682.00

OB


1 1/2" = 1'-0"




7 SECTION DETAILSCALE: 1 1/2" = 1'-0"10 SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

8 SECTION DETAILSCALE: 1 1/2" = 1'-0"11 SECTION DETAIL

SCALE: 1 1/2" = 1'-0"




N

P

+41'-4"UPPER LEVEL

N

P

P

2.5

U03A

N

P

N

P

9"

212"

934"

212"

81 2"

"STRUCTURAL STL21

2" x 212 HSS POST

BLEACHER BENCH SEAT

BOTTOM OF ALUMINUMCOMPOSITE PANELSURROUND, BEYOND

2 LAYERS 58" GWB ON METALFRAMING


BLEACHER STEPS, BEYOND

TEMPERED GLASS SET INALUMINUM TRACK

ALL WIRING FOR POWER ANDTEL/DATA TO RUN WITHINMILLWORK SUPPORT WALLSEE 1/A777STRUCTURAL STEEL COLUMNSEE S-181

PLYWOOD W/ PLAM SUPPORTFOR WORK SURFACE, ABOVE

PTD GWBBATT INSULATION

EDGE OF WORK SURFACE,ABOVE

HOLLOW METAL DOOR

ALUMINUM COMPOSITECLADDING1

1"

STEEL COLUMN SEES181

PTD GWB PARTITION

EXPANSION JOINT

1 LAYER GWB ON 4"METAL FRAMING

2 HR FIRE RATEDPARTITION4 LAYER 58" GWB ON 4"METAL STUD

EXTERIOR WALLASSEMBLY REFER TO7/A462 FOR TYPICALNOTES

2 HR FIRE RATEDHOLLOW METAL DOOR

2" SPRAYEDFIREPROOFING ONSTEEL COLUMN,STEEL, NIC

METAL BUILDINGCLADDING & VERTICALSTEEL TUBECONTRACT#2

4" EXPANSION JOINT

S.S. BRAKE METALFASCIA, ALLOWMOVEMENT

4" EXPANSION JOINT

2 LAYERS GWB ON 212"

METAL FRAMING

FLOOR EXPANSIONJOINT COVER, BEYOND

1'-358" 1'-0"4"

PTD GWB ON MTLFRAMING

ALUMINUMCOMPOSITECLADDING

STRUCTURALSTEEL COLUMN SEES-181

GIRT, BEYONDCONTRACT #2

METAL BUILDINGCLADDINGCONTRACT #2

ALIG

N

2 LAYERS GWBON 21

2" METALFRAMING

FLOOR EXPANSIONJOINT COVER, BEYOND



PTD GWB ON MTLFRAMING

ALUMINUMCOMPOSITECLADDING

STRUCTURALSTEEL COLUMN SEES-181


EXPANSION JOINT

PLYWOOD W/ PLAM SUPPORTFOR WORK SURFACE, ABOVE

MTL-7

MTL-5

GWB-1/P-3

21

934"

212"

934"

212"

6"GWB-1/P-3

GWB-1/P-3

GWB-1/P-3

GWB-1/P-3

MTL-7 GWB-1/P-3

MTL-7 GWB-1/P-3

06A



PA BOX & TIMING BOX PLAN DETAILS

TR

IM

H

ER

E

TR

IM

H

ER

E




PHASE:

REVISIONS:


03.15.2012 N.A. N.A.

100% BID DOCUMENTS


375 HUDSON STREET


T: 212.367.3000 F: 212.367.2910


MEP ENGINEER:


ARCHITECT:

PHASE:

GENERAL NOTE:









DOCUMENTS.











275 SEVENTH AVENUE

NEW YORK, NY 10001

T: 212.645.6060 F: 212.645.6533

MKW + ASSOCIATES

39 PARK AVENUE


T: 201.933.7809 F: 201.933.8702


SITE PLANNING, AND

URBAN DESIGN:

KEYPLAN:

LIGHTING DESIGN:



NEW YORK, NY 10003

T: 212.674.5580 F: 212.254.2712

ACOUSTICS, AV, IT,

DATA, & SECURITY:



NEW YORK, NY 10016

T: 212.725.6800 F: 212.725.0864

PROJECT

NORTH

NORTH

LAND USE

CONSULTANT:


153 3rd STREET


T: 718.987.1310 F: 718.987.1565

LEED

CONSULTANT:



NEW YORK, NY 10001

T: 212.564.5800 F: 212.741.8673

PROJECT TITLE

DRAWING TITLE

DESIGNED BY


FORESTRY:

DRAWING NO.B-SCAN

CHECKED BY

CONTRACT NO.

DRAWN BY

APPROVED-DIRECTOR


SCALE


DATE

100% BID DOCUMENTS



R149-108M PlaNYC


03.15.2012

X/AXXX

X/AXXX

Olmsted Center



City of New York

Parks & Recreation

SEAL

A-683.00

OB


1 1/2" = 1'-0"

2 PLAN DETAILSCALE: 1 1/2" = 1'-0"5 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"8 PLAN DETAILSCALE: 1 1/2" = 1'-0"


6 PLAN DETAILSCALE: 1 1/2" = 1'-0"9 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"

N

4"

N

4"

11 2"

PER B

LEACHER

MFR

P

4"58" 4"

1'-1

1"

5 8"

5 8"

11 2"

58"

RATED PARTITION

SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDEOF DECK, TYP.


BELLY PAN PER BLEACHERMFR

BATT INSULATION

112" ALUMINUM T&G DECKING

PER BLEACHER MFR

+41'-4"UPPER LEVEL

MINERAL WOOL FIRESTOPPING, TYP

MISC. STL ANGLE ANCHOREDTO SLAB

CONC. CONC. ON METALDECK

CARPET

FLOOR EXPANSION JOINTCOVER

BRAKE METAL EXPANSIONJOINT COVER, BEYOND

PP1'-2"4" 1'-2"2"

4"

11 2"

PER B

LEACHER

MFR

4" 1'-2"

112" ALUMINUM T&G DECKING

PER BLEACHER MFR


MISC. STL ANGLEANCHORED TO SLAB

CONC. CONC. ON METALDECK

CARPET

FLOOR EXPANSION JOINTCOVER


MISC. STL PLATEMISC. STL ANGLE

112" ALUMINUM T&G BLEACHER

DECKING


CONC. ON METAL DECK

4" WALL BASECARPET

PTD GWB PARTITION

RETURN GRILLE SEE M-141

RETURN AIR DUCT W/ 2 HR RATED WRAP

1'-1"

BLEACHER DECKING PER

BLEACHER SEATING PERREFER TO 7/A681 FORTYPICAL NOTES


58" GWB ON MTL STUD

LINE OF BLEACHER STEPS,BEYOND

BLEACHER PLATFORM STRUCTURE

CONDUIT FOR POWER,TEL/DATA

STRUCTURAL STL 212" X 21

2" HSS

CARPETMISC. STL PLATE


SUPPORT FOR WORKSURFACE SEE 5,6/A777

ALUMINUM COMPOSITESURROUND BEYONDSLOPED STRUCTURAL STLHSS POST, BEYOND


PTD GWB CEILING

RECESSED LIGHT FIXTURE

SPRINKLER LINE

PROVIDE 4" EXPANSION JOINT @ DUCT

STRUCTURAL STL BEAM SEES181

112" MTL DECKING

ROOF EXPANSION JOINT

PTD GYPSUM EXTERIOR DECKSHEATHING

PTD GWB PARTITION

1'-6"

RECESSEDLIGHT FIXTURE

SPRINKLER LINE

STRUCTURAL STLBEAM SEE S181

MISC. STL 2"X2"ANGLE


PTD GYPSUM EXTERIOR DECKSHEATHING

1 LAYER GWB ON 4" MTLSTUD

MISC. STL PLATE

112" MTL DECKING

RECESSEDLIGHT FIXTURE

STRUCTURALSTL BEAM SEES181


PTD GYPSUM EXTERIORDECK SHEATHING

1 LAYER GWB ON 4" MTLSTUD

112" MTL DECKING


RETURN DUCT W/ 2HR RATED WRAP

PTD GWB PARTITION

N

4"58" 4"1'-6"4"

58" 4"1'-6"


ALUMINUM COMPOSITESURROUND BEYOND

SLOPED MISC. STLHSS POST, BEYOND

PTD GWB CEILING& FASCIA

RECESSED LIGHT FIXTURE

112" MTL DECKING

STRUCTURAL STL BEAMSEE S181

MISC. STL HSS POST2'-012"


BLEACHER POST BEYOND

BELLY PAN PER BLEACHER MFR

BATT INSULATION


DECKING

CARPET REDUCER

CARPET TILE

HOLLOW METAL DOOR

02B

U03B&

EDGE OF DOOR FRAME,BEYOND

EDGE OF ALUMINUMCOMPOSITE PANEL, BEYOND

BLEACHER POST BEYOND


BATT INSULATION


DECKING

CARPET

RETURN GRILLE SEE M-141

4" WALL BASE

PTD GWB ON MTL FRAMING



HOLLOW METAL DOOR

PTD GWB CEILING

ALUMINUM COMPOSITEPANEL, BEYOND


112" MTL DECKING

58"6"

58"


PTD GWB CEILING


112" MTL DECKING

PTD GWB PARTITION

PTD GYPSUM EXTERIOR DECK SHEATHINGPTD GYPSUM EXTERIOR DECKSHEATHING

RATED PARTITION


BATT INSULATION


RATED PARTITION


BATT INSULATION



PTD GWB CEILING


21

STRUCTURAL STL BEAM,CONTRACT #2


2121


MTL-7

MTL-5

MTL-5

MTL-7

SPRAY ON FIREPROOFING ATPLATFORM AND UNDERSIDE OFDECK, TYP.

PTD GYPSUM EXTERIORDECK SHEATHING





MTL-7MTL-7

SPRAY ONFIREPROOFING, TYP

PA BOX & TIMING BOX SECTION DETAILS

TR

IM

H

ER

E

TR

IM

H

ER

E




PHASE:

REVISIONS:


03.15.2012 N.A. N.A.

100% BID DOCUMENTS


375 HUDSON STREET


T: 212.367.3000 F: 212.367.2910


MEP ENGINEER:


ARCHITECT:

PHASE:

GENERAL NOTE:









DOCUMENTS.











275 SEVENTH AVENUE

NEW YORK, NY 10001

T: 212.645.6060 F: 212.645.6533

MKW + ASSOCIATES

39 PARK AVENUE


T: 201.933.7809 F: 201.933.8702


SITE PLANNING, AND

URBAN DESIGN:

KEYPLAN:

LIGHTING DESIGN:



NEW YORK, NY 10003

T: 212.674.5580 F: 212.254.2712

ACOUSTICS, AV, IT,

DATA, & SECURITY:



NEW YORK, NY 10016

T: 212.725.6800 F: 212.725.0864

PROJECT

NORTH

NORTH

LAND USE

CONSULTANT:


153 3rd STREET


T: 718.987.1310 F: 718.987.1565

LEED

CONSULTANT:



NEW YORK, NY 10001

T: 212.564.5800 F: 212.741.8673

PROJECT TITLE

DRAWING TITLE

DESIGNED BY


FORESTRY:

DRAWING NO.B-SCAN

CHECKED BY

CONTRACT NO.

DRAWN BY

APPROVED-DIRECTOR


SCALE


DATE

100% BID DOCUMENTS



R149-108M PlaNYC


03.15.2012

X/AXXX

X/AXXX

Olmsted Center



City of New York

Parks & Recreation

SEAL

A-684.00

OB


1 1/2" = 1'-0"












north - iannelli constructioniannelliconstruction.com/wp-content/uploads/a680-a684.pdf · 8"...

Documents