elevation aa - shulcloud631)427-5665; nelsonpope.com structural engineer: koutsoubis, alonso...

6
CONSULTANT(S): DESCRIPTION o N_ DATE 1 05.23.17 BID SET PROJECT DATA: DRAWING TITLE: JOB NUMBER: RENOVATION OF: 545 CONGREGATION BETH OHR 2550 CENTRE AVENUE BELLMORE, NY, 11710 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT AND PROFESSIONAL ENGINEER FOR THIS PROJECT ARE THE INSTRUMENTS OF THE ARCHITECT'S AND PROFESSIONAL ENGINEER'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, THE ARCHITECT AND PROFESSIONAL ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE ARCHITECT'S AND PROFESSIONAL ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR THE PROJECT. THE ARCHITECT'S AND PROFESSIONAL ENGINEER'S DRAWINGS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. CHECKED BY: ARL DRAWN BY: SCALE: DATE: 3.31.17 DOB BSCAN: KDR MECHANICAL ENGINEER: NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD MELVILLE, NY 11747-2188 (631)427-5665; NELSONPOPE.COM STRUCTURAL ENGINEER: KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC 70 E OLD COUNTRY ROAD HICKSVILLE, NY 11801 (516)931-8282; WWW.KAAPE.COM AS NOTED A-201.00 5 OF 14 NORTH EXTERIOR ELEVATION SCALE: 3 16 " = 1'-0" NORTH EXTERIOR ELEVATION ELEVATION AA +/-5'-11" +/-6'-0" CUT OUT DAMAGED PORTION OF EXISTING STEEL PLATE AT EXISTING STEEL LINTEL, REMOVE & RE-INSTALL 7 COURSES OF BRICK AS REQUIRED FOR INSTALLATION OF NEW STEEL PLATE BRICK SUPPORT - SEE DETAIL THIS SHEET +/-30'-8 3 8" +/-14'-11 7 8" +/-5 1 4" +/-14'-5 3 8" +/-9 3 4" +/-1'-6 3 4" 12"H.x24"L.x 3 4 "THK. ROCK FACE ARRIS-TILE THIN-STONE VENEER BY ARRISCRAFT IN CHAMPAGNE, MOUNTED w/ LATICRETE MVIS SYSTEM & LATICRETE POINTING MORTAR 39 MUSHROOM 5 1 4 "H.x9 5 8 "DEEP SMOOTH ARRIS-CAST SILL BY ARRISCRAFT, COLOR TBD NEW DK. BRONZE ALUMINUM FASCIA TO MATCH WINDOW FRAME AT WINDOW HEAD - SEE DETAIL THIS SHEET S15208 ALUMINUM VERTICAL WALL - 2"X4" BRONZE ANODIZED ALUMINUM FRAME; CONTACT: ERICA SCHREFFLER @ SOLAR INNOVATIONS ARCHITECTURAL GLAZING SYSTEMS; 800-618-0669 +/-19'-6" ALT. #4: REPOINT ENTIRE NORTH FACADE BRICK VENEER A-201 1 A-201 2 DAMAGED STEEL LINTEL REPLACEMENT DETAIL SCALE: 1" = 1'-0" SECTION SCALE: 1 1 2 " = 1'-0" NORTH EXTERIOR WALL WINDOW HEAD DETAIL WINDOW HEAD/LINTEL SECTION LINTEL END PLATES LINTEL ELEVATION 5/16 2'-0" MAX. GROOVE WELD TYPICAL BETWEEN PLATES AFTER ALL DETERIORATED SECTIONS ARE REPLACED TYPICAL 19'-6" EXIST. STOREFRONT CUT OUT & REPLACE DAMAGED PORTION OF EXIST. STEEL PLATE IN KIND, MAX. 2' WIDE SECTION AT A TIME REMOVE & RE-INSTALL 7 COURSES OF BRICK & BLOCK BACK-UP AS REQUIRED TO INSTALL NEW STEEL PLATE BRICK SUPPORT, MAX. 2' WIDE SECTION AT A TIME EXIST. STEEL LINTEL BEAM, VERIFY NO DETERIORATION 1/4 HSS8x4x 5 16 HDG TUBE STEEL LINTEL 10"x14"x 1 2 " HDG STEEL PLATE 5 8 " DIA. HILTI HIT-HY 70 ADHESIVE MASONRY ANCHOR, 6" EMBEDMENT, GROUT MASONRY CELLS AT ANCHORS - TYP. OF 4 PER PLATE 1 1 2" 4" 8" 2" ADJACENT GLU-LAM ARCH NEW DK. BRONZE ALUMINUM FASCIA TO MATCH WINDOW FRAME NEW DK. BRONZE ALUMINUM FASCIA TO MATCH WINDOW FRAME REWORK EXIST. ALUM. SOFFIT AS REQUIRED 2 1 2 " 20 GA. METAL STUDS @16"O.C. w/ ONE LAYER 5 8 " DENSHIELD FIRE GUARD & 3 5 8 " R-15 ECOTOUCH PINK FIBERGLAS INSULATION BATTS BY OWENS CORNING SCALE: 1 1 2 " = 1'-0" SCALE: 1 1 2 " = 1'-0" SCALE: 1 1 2 " = 1'-0" 6" 1'-0" V.I.F. 6" +/- 5 4 "x6" SAPELE MAHOGANY TRIM +/-5'-11" A-201 1 A A

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CONSULTANT(S):

DESCRIPTION

o

N_ DATE

1 05.23.17BID SET

PROJECT DATA:

DRAWING TITLE:

JOB NUMBER:

RENOVATION OF:

545

CONGREGATION BETH OHR

2550 CENTRE AVENUE

BELLMORE, NY, 11710

THE DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS PREPARED BY THE ARCHITECT AND

PROFESSIONAL ENGINEER FOR THIS PROJECT ARE

THE INSTRUMENTS OF THE ARCHITECT'S AND

PROFESSIONAL ENGINEER'S SERVICES FOR USE

SOLELY WITH RESPECT TO THIS PROJECT AND,

UNLESS OTHERWISE PROVIDED, THE ARCHITECT

AND PROFESSIONAL ENGINEER SHALL BE DEEMED

THE AUTHOR OF THESE DOCUMENTS AND SHALL

RETAIN ALL COMMON LAW, STATUTORY AND

OTHER RESERVED RIGHTS INCLUDING COPYRIGHT.

THE OWNER SHALL BE PERMITTED TO RETAIN

COPIES OF THE ARCHITECT'S AND PROFESSIONAL

ENGINEER'S DRAWINGS, SPECIFICATIONS AND

OTHER DOCUMENTS FOR THE PROJECT. THE

ARCHITECT'S AND PROFESSIONAL ENGINEER'S

DRAWINGS SHALL NOT BE USED BY THE OWNER OR

OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR FOR COMPLETION OF THIS

PROJECT BY OTHERS.

CHECKED

BY:

ARL

DRAWN

BY:

SCALE: DATE: 3.31.17

DOB BSCAN:

KDR

MECHANICAL ENGINEER:

NELSON & POPE

ENGINEERS & SURVEYORS

572 WALT WHITMAN ROAD

MELVILLE, NY 11747-2188

(631)427-5665; NELSONPOPE.COM

STRUCTURAL ENGINEER:

KOUTSOUBIS, ALONSO

ASSOCIATES, PE, PC

70 E OLD COUNTRY ROAD

HICKSVILLE, NY 11801

(516)931-8282; WWW.KAAPE.COM

AS NOTED

A-201.00

5 OF 14

NORTH EXTERIOR ELEVATION

SCALE:

3

16

" = 1'-0"

NORTH EXTERIOR

ELEVATION

ELEVATION AA

+/-5'-11" +/-6'-0"CUT OUT DAMAGED PORTION OF EXISTING STEEL PLATE AT

EXISTING STEEL LINTEL, REMOVE & RE-INSTALL 7 COURSES

OF BRICK AS REQUIRED FOR INSTALLATION OF NEW STEEL

PLATE BRICK SUPPORT - SEE DETAIL THIS SHEET

+/-30'-8

3 8"

+/-14'-11

7 8"

+/-5

1 4"

+/-14'-5

3 8"

+/-9

3 4"

+/-1'-6

3 4"

12"H.x24"L.x

3

4

"THK. ROCK FACE

ARRIS-TILE THIN-STONE VENEER BY

ARRISCRAFT IN CHAMPAGNE,

MOUNTED w/ LATICRETE MVIS

SYSTEM & LATICRETE POINTING

MORTAR 39 MUSHROOM

5

1

4

"H.x9

5

8

"DEEP SMOOTH ARRIS-CAST

SILL BY ARRISCRAFT, COLOR TBD

NEW DK. BRONZE ALUMINUM FASCIA TO

MATCH WINDOW FRAME AT WINDOW

HEAD - SEE DETAIL THIS SHEET

S15208 ALUMINUM VERTICAL WALL - 2"X4"

BRONZE ANODIZED ALUMINUM FRAME;

CONTACT: ERICA SCHREFFLER

@ SOLAR INNOVATIONS ARCHITECTURAL

GLAZING SYSTEMS; 800-618-0669

+/-19'-6"

ALT. #4: REPOINT ENTIRE NORTH

FACADE BRICK VENEER

A-201

1

A-201

2

DAMAGED STEEL LINTEL REPLACEMENT DETAIL

SCALE: 1" = 1'-0"

SECTION

SCALE: 1

1

2

" = 1'-0"

NORTH EXTERIOR WALL WINDOW HEAD DETAIL

WINDOW HEAD/LINTEL SECTION LINTEL END PLATES LINTEL ELEVATION

5/16

2'-0" MAX.

GROOVE WELD TYPICAL BETWEEN PLATES AFTER

ALL DETERIORATED SECTIONS ARE REPLACED

TYPICAL

19'-6"

EXIST. STOREFRONT

CUT OUT & REPLACE DAMAGED PORTION OF EXIST.

STEEL PLATE IN KIND, MAX. 2' WIDE SECTION AT A TIME

REMOVE & RE-INSTALL 7 COURSES OF BRICK & BLOCK

BACK-UP AS REQUIRED TO INSTALL NEW STEEL PLATE

BRICK SUPPORT, MAX. 2' WIDE SECTION AT A TIME

EXIST. STEEL LINTEL BEAM, VERIFY NO DETERIORATION

1/4

HSS8x4x

5

16

HDG TUBE STEEL LINTEL

10"x14"x

1

2

" HDG STEEL PLATE

5

8

" DIA. HILTI HIT-HY 70 ADHESIVE

MASONRY ANCHOR, 6" EMBEDMENT,

GROUT MASONRY CELLS AT ANCHORS

- TYP. OF 4 PER PLATE

1

1

2"

4"

8"

2"

ADJACENT GLU-LAM ARCH

NEW DK. BRONZE ALUMINUM FASCIA TO MATCH

WINDOW FRAME

NEW DK. BRONZE ALUMINUM FASCIA TO MATCH

WINDOW FRAME

REWORK EXIST. ALUM. SOFFIT AS REQUIRED

2

1

2

" 20 GA. METAL STUDS @16"O.C. w/ ONE LAYER

5

8

"

DENSHIELD FIRE GUARD & 3

5

8

" R-15 ECOTOUCH PINK

FIBERGLAS INSULATION BATTS BY OWENS CORNING

SCALE: 1

1

2

" = 1'-0"SCALE: 1

1

2

" = 1'-0"SCALE: 1

1

2

" = 1'-0"

6"

1'-0" V.I.F.

6"

+/-

5

4

"x6" SAPELE MAHOGANY TRIM

+/-5'-11"

A-201

1

AA

EXIT

CONSULTANT(S):

DESCRIPTION

o

N_ DATE

1 05.23.17BID SET

PROJECT DATA:

DRAWING TITLE:

JOB NUMBER:

RENOVATION OF:

545

CONGREGATION BETH OHR

2550 CENTRE AVENUE

BELLMORE, NY, 11710

THE DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS PREPARED BY THE ARCHITECT AND

PROFESSIONAL ENGINEER FOR THIS PROJECT ARE

THE INSTRUMENTS OF THE ARCHITECT'S AND

PROFESSIONAL ENGINEER'S SERVICES FOR USE

SOLELY WITH RESPECT TO THIS PROJECT AND,

UNLESS OTHERWISE PROVIDED, THE ARCHITECT

AND PROFESSIONAL ENGINEER SHALL BE DEEMED

THE AUTHOR OF THESE DOCUMENTS AND SHALL

RETAIN ALL COMMON LAW, STATUTORY AND

OTHER RESERVED RIGHTS INCLUDING COPYRIGHT.

THE OWNER SHALL BE PERMITTED TO RETAIN

COPIES OF THE ARCHITECT'S AND PROFESSIONAL

ENGINEER'S DRAWINGS, SPECIFICATIONS AND

OTHER DOCUMENTS FOR THE PROJECT. THE

ARCHITECT'S AND PROFESSIONAL ENGINEER'S

DRAWINGS SHALL NOT BE USED BY THE OWNER OR

OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR FOR COMPLETION OF THIS

PROJECT BY OTHERS.

CHECKED

BY:

ARL

DRAWN

BY:

SCALE: DATE: 3.31.17

DOB BSCAN:

KDR

MECHANICAL ENGINEER:

NELSON & POPE

ENGINEERS & SURVEYORS

572 WALT WHITMAN ROAD

MELVILLE, NY 11747-2188

(631)427-5665; NELSONPOPE.COM

STRUCTURAL ENGINEER:

KOUTSOUBIS, ALONSO

ASSOCIATES, PE, PC

70 E OLD COUNTRY ROAD

HICKSVILLE, NY 11801

(516)931-8282; WWW.KAAPE.COM

AS NOTED

A-202.00

6 OF 14

WEST WALL ELEVATION A

SANCTUARY INTERIOR

WALL ELEVATIONS,

RADIATOR COVER & ARCH

BASE DETAILS

SOUTH WALL ELEVATION D

NORTH WALL ELEVATION B

EAST WALL ELEVATION C

SANCTUARY INTERIOR WALL ELEVATIONS

SCALE:

3

16

" = 1'-0"

ALT. 1: RADIATOR COVERS - PAINTED FINISH

SCALE: 3/4" = 1'-0"

A-302.00

3

A-302.00

2

ALT. 1: REPLACE EXISTING RADIATOR COVERS; 12

TOTAL; SEE DETAIL ON DWG. A-202; VERIFY

LENGTHS IN FIELD

ALT. 1: REPLACE EXISTING RADIATOR COVERS; 12 TOTAL; SEE

DETAIL BELOW; VERIFY LENGTHS IN FIELD

PAINT NEW GYP. BD. CEILINGS

PAINT EXISTING DOORS, NEW DOORS & EXISTING GYP.

BD. WALLS

STRIP & PAINT EXISTING LAMINATED WOOD ARCHES

PAINT NEW GYP. BD. CEILINGS

MICROPERF ACOUSTICORE 519 ACOUSTICAL PANELS W/

QUARTERED SAPELE MAHOGANY VENEER (WD2) &

5

4

"x4" SAPELE

MAHOGANY BASE &

5

4

"X2" SAPELE MAHOGANY TOP, EDGE & CORNER

MOULDING (WD); BURNT SUGAR #411 STAIN FINISH BY ACOUSTICAL

SURFACES;

1

4

" REVEALS BETWEEN PANELS TYP. - PAINT WALL

BEHIND REVEALS BLACK

STRIP & PAINT EXISTING LAMINATED WOOD ARCHES

EXISTING MEMORIAL BOARD

- PROTECT DURING

CONSTRUCTION

EXISTING MEMORIAL BOARD

- PROTECT DURING

CONSTRUCTION

PAINT NEW & EXISTING GYP. BD. WALLS

JERUSALEM GOLD LEDGE CUT DRY STACK THINSTONE BY NEW

ENGLAND THINSTONES; (203)333-5300; REP.: JIM HERSH;

[email protected]; INSTALL AS PER PRODUCT SPECIFICATION

2" DIA.x36" HIGH SATIN BRONZE/BRASS HANDRAILS; WITH BRONZE

CLAD SHOE MOULDING &

1

2

" TEMPERED GLASS @ RAMP

REINSTALL EXISTING LETTER

SIGNAGE

REINSTALL EXISTING MENORA;

PROVIDE ELECTRIC POWER AS

REQUIRED

ARK CABINET (WD1); PROVIDE

ELECTRIC POWER AS REQUIRED;

SEE DETAILS ON DWG. A-402 & A-403

6/12 TRIBES CABINET (WD1); PROVIDE

ELECTRIC POWER AS REQUIRED; SEE

DETAILS ON DWG. A-403

REWORK ELECTRIC TO EXISTING

ETERNAL LIGHT

BEMA FURNIGHINGS BY OWNER

EXISTING MEMORIAL BOARD

- PROTECT DURING

CONSTRUCTION

EXISTING MEMORIAL BOARD

- PROTECT DURING

CONSTRUCTION

EXISTING MEMORIAL BOARD

- PROTECT DURING

CONSTRUCTION

HUFCOR SERIES #642 STC-54 PAIRED PANEL OPERATION DOOR

w/ ONE (1) SET OF DOUBLE PASS DOORS & EXIT SIGN; VINYL

FINISH; BEIGE VINYL FINISH 44-539; STACK 1/2 TO BOTH SIDES

CONTACT: RON SARACO @ METROFOLD, INC.; 516-536-3434

LINEAR RETURN GRILLE - SEE

MECHANICAL DWGS.

LINEAR SUPPLY GRILLE - SEE

MECHANICAL DWGS.

4 2

1

VIEW NORTH FROM SOUTH

OF 2ND ARCH

VIEW NORTH FROM NORTH

OF 2ND ARCH

NEW RETURN GRILLES - SEE MECHANICAL DRAWINGS

INFILL PARTITION TO MATCH EXISTING WALL

CONSTRUCTION

THRU-WALL SPEAKER - SEE SOUND SYSTEM SPEC.

WALL MOUNTED SPEAKER TYP. - SEE SOUND SYSTEM SPEC.

REINSTALL EXISTING MENORA; PROVIDE ELECTRIC

POWER AS REQUIRED

THRU-WALL SPEAKER - SEE SOUND SYSTEM SPEC.

WALL MOUNTED SPEAKER TYP. - SEE SOUND SYSTEM SPEC.

2" DIA.x36" HIGH SATIN BRONZE/BRASS HANDRAILS

POPLAR 1x2,

3

4

" SPACES

5

4

" POPLAR TOP

3

4

" MAPLE PLYWOOD

EXIST. GLU-LAM ARCH

BLOCKING AS REQUIRED

BLOCKING AS REQUIRED

5

4

" POPLAR TOP

3

4

" MAPLE PLYWOOD

EXIST. GLU-LAM ARCH

BLOCKING AS REQUIRED

BUILT-UP STRUCT. STEEL ARCH

BASE BY DAJON ASSOCIATES,

INC. - TYP. OF 3

5

4

" POPLAR TOP

3

4

" MAPLE PLYWOOD

ELEVATION SECTION

ARCH BASE COVERS - PAINTED FINISH

SCALE: 3/4" = 1'-0"

FRONT ELEVATIONSECTION SIDE ELEVATION

EXIST. GLU-LAM ARCH

5

4

" POPLAR TOP

3

4

" MAPLE PLYWOOD

LINES OF STEEL ARCH

BASE - TYP. OF 3

LINES OF STEEL ARCH

BASE - TYP. OF 3

9"

2'-1"

11"

4"

1"

2'-0"

2'-1"

1"

ARCH BASE COVER OVER BUILT-UP STRUCT. STEEL ARCH BASE

BY DAJON ASSOCIATES, INC. - TYP. OF 3, SEE DETAIL BELOW

ARCH BASE COVER OVER BUILT-UP STRUCT. STEEL ARCH

BASE BY DAJON ASSOCIATES, INC. - TYP. OF 3, SEE

DETAIL BELOW

MICROPERF ACOUSTICORE 519 ACOUSTICAL PANELS W/

QUARTERED SAPELE MAHOGANY VENEER (WD2) &

5

4

"x4" SAPELE

MAHOGANY BASE &

5

4

"X2" SAPELE MAHOGANY TOP, EDGE & CORNER

MOULDING (WD); BURNT SUGAR #411 STAIN FINISH BY ACOUSTICAL

SURFACES;

1

4

" REVEALS BETWEEN PANELS TYP. - PAINT WALL

BEHIND REVEALS BLACK

CONSULTANT(S):

DESCRIPTION

o

N_ DATE

1 05.23.17BID SET

PROJECT DATA:

DRAWING TITLE:

JOB NUMBER:

RENOVATION OF:

545

CONGREGATION BETH OHR

2550 CENTRE AVENUE

BELLMORE, NY, 11710

THE DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS PREPARED BY THE ARCHITECT AND

PROFESSIONAL ENGINEER FOR THIS PROJECT ARE

THE INSTRUMENTS OF THE ARCHITECT'S AND

PROFESSIONAL ENGINEER'S SERVICES FOR USE

SOLELY WITH RESPECT TO THIS PROJECT AND,

UNLESS OTHERWISE PROVIDED, THE ARCHITECT

AND PROFESSIONAL ENGINEER SHALL BE DEEMED

THE AUTHOR OF THESE DOCUMENTS AND SHALL

RETAIN ALL COMMON LAW, STATUTORY AND

OTHER RESERVED RIGHTS INCLUDING COPYRIGHT.

THE OWNER SHALL BE PERMITTED TO RETAIN

COPIES OF THE ARCHITECT'S AND PROFESSIONAL

ENGINEER'S DRAWINGS, SPECIFICATIONS AND

OTHER DOCUMENTS FOR THE PROJECT. THE

ARCHITECT'S AND PROFESSIONAL ENGINEER'S

DRAWINGS SHALL NOT BE USED BY THE OWNER OR

OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR FOR COMPLETION OF THIS

PROJECT BY OTHERS.

CHECKED

BY:

ARL

DRAWN

BY:

SCALE: DATE: 3.31.17

DOB BSCAN:

KDR

MECHANICAL ENGINEER:

NELSON & POPE

ENGINEERS & SURVEYORS

572 WALT WHITMAN ROAD

MELVILLE, NY 11747-2188

(631)427-5665; NELSONPOPE.COM

STRUCTURAL ENGINEER:

KOUTSOUBIS, ALONSO

ASSOCIATES, PE, PC

70 E OLD COUNTRY ROAD

HICKSVILLE, NY 11801

(516)931-8282; WWW.KAAPE.COM

AS NOTED

A-203.00

7 OF 14

WEST WALL ELEVATION E

SOCIAL HALL INTERIOR

WALL ELEVATIONS

SOUTH WALL ELEVATION H

NORTH WALL ELEVATION F

EAST WALL ELEVATION G

SOCIAL HALL INTERIOR WALL ELEVATIONS

SCALE:

3

16

" = 1'-0"

SHADED AREA:

INSTALL +/-1

5

8

" R-15 ATTICAT EXPANDING BLOWN-IN PINK

FIBERGLAS INSULATION BY OWENS CORNING - CLOSED

CAVITY APPLICATION @ EXTERIOR WALL; INSTALL AS PER

MANUFACTURER'S SPECIFICATIONS; PATCH ALL

INSULATION INSTALLATION HOLES IN EXISTING GYP. BD.

ALT. 1: REPLACE EXISTING RADIATOR COVERS; 12 TOTAL;

SEE DETAIL ON DWG. A-202; VERIFY LENGTHS IN FIELD

ALT. 1: REPLACE EXISTING RADIATOR COVERS; 12

TOTAL; SEE DETAIL ON DWG. A-202; VERIFY

LENGTHS IN FIELD

ALT. 3: PROVIDE ECHOPANEL 12mmX1200mmX2400mm;

365 (DK. BLUE) ACOUSTICAL WALL PANELS W/ CLASS A FIRE

TREATMENT BY KIREI USA; CUT PANEL INTO 4 EQUAL

RIGHT TRAPEZOIDS AS SHOWN ABOVE; AT EXIST./NEW

WALL SCONCE LOCATIONS, Z-CLIP MOUNTING @ 18-24" O.C.

PAINT NEW & EXISTING GYP. BD. WALLS UP TO NEW CEILING

PAINT EXISTING LAMINATED WOOD ARCHES UP TO

NEW CEILING

HUFCOR SERIES #642 STC-54 PAIRED PANEL OPERATION DOOR

w/ ONE (1) SET OF DOUBLE PASS DOORS & EXIT SIGN; VINYL

FINISH; BEIGE VINYL FINISH 44-539; STACK 1/2 TO BOTH SIDES

CONTACT: RON SARACO @ METROFOLD, INC.; 516-536-3434

PAINT NEW GYP. BD. CEILINGS

PAINT EXISTING LAMINATED WOOD ARCHES UP TO

NEW CEILING

+/-11'-1

1 8"

+/-16'-0"

+/-11'-0

3 8"

+/-16'-0"

+/-11'-1

1 8"

+/-16'-0"

+/-11'-1

1

8"

+/-16'-0"

+/-11'-1

1

8"

6 5

1

3

INFILL WALL TO MATCH EXISTING CONSTRUCTION

WALL MOUNTED SPEAKER TYP - SEE SOUND SYSTEM SPEC.

PAINT NEW GYP. BD. CEILINGS

2400mm

1200m

m

INFILL WALL TO MATCH EXISTING CONSTRUCTION

DEMO WALL AS REQUIRED TO INSTALL NEW STEEL ANGLE

LINTEL SUPPORT OVER NEW DUCTWORK - SEE MECH. DWGS.

900mm

300mm

900mm

300mm

300mm

900mm

1200m

m

300mm

900mm

ARCH BASE COVER OVER BUILT-UP STRUCT. STEEL

ARCH BASE BY DAJON ASSOCIATES, INC. - TYP. OF 3,

SEE DETAIL BELOW

PAINT NEW & EXISTING DOORS & FRAMES AND NEW &

EXISTING GYP. BD. WALLS UP TO NEW CEILING

ARCH BASE COVER OVER BUILT-UP STRUCT. STEEL

ARCH BASE BY DAJON ASSOCIATES, INC. - TYP. OF 3,

SEE DETAIL BELOW

ALT. 3: PROVIDE ECHOPANEL 12mmX1200mmX2400mm;

365 (DK. BLUE) ACOUSTICAL WALL PANELS W/ CLASS A FIRE

TREATMENT BY KIREI USA; CUT PANEL INTO 4 EQUAL

RIGHT TRAPEZOIDS AS SHOWN; AT EXIST./NEW WALL

SCONCE LOCATIONS, Z-CLIP MOUNTING @ 18-24" O.C.

CONSULTANT(S):

DESCRIPTION

o

N_ DATE

1 05.23.17BID SET

PROJECT DATA:

DRAWING TITLE:

JOB NUMBER:

RENOVATION OF:

545

CONGREGATION BETH OHR

2550 CENTRE AVENUE

BELLMORE, NY, 11710

THE DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS PREPARED BY THE ARCHITECT AND

PROFESSIONAL ENGINEER FOR THIS PROJECT ARE

THE INSTRUMENTS OF THE ARCHITECT'S AND

PROFESSIONAL ENGINEER'S SERVICES FOR USE

SOLELY WITH RESPECT TO THIS PROJECT AND,

UNLESS OTHERWISE PROVIDED, THE ARCHITECT

AND PROFESSIONAL ENGINEER SHALL BE DEEMED

THE AUTHOR OF THESE DOCUMENTS AND SHALL

RETAIN ALL COMMON LAW, STATUTORY AND

OTHER RESERVED RIGHTS INCLUDING COPYRIGHT.

THE OWNER SHALL BE PERMITTED TO RETAIN

COPIES OF THE ARCHITECT'S AND PROFESSIONAL

ENGINEER'S DRAWINGS, SPECIFICATIONS AND

OTHER DOCUMENTS FOR THE PROJECT. THE

ARCHITECT'S AND PROFESSIONAL ENGINEER'S

DRAWINGS SHALL NOT BE USED BY THE OWNER OR

OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR FOR COMPLETION OF THIS

PROJECT BY OTHERS.

CHECKED

BY:

ARL

DRAWN

BY:

SCALE: DATE: 3.31.17

DOB BSCAN:

KDR

MECHANICAL ENGINEER:

NELSON & POPE

ENGINEERS & SURVEYORS

572 WALT WHITMAN ROAD

MELVILLE, NY 11747-2188

(631)427-5665; NELSONPOPE.COM

STRUCTURAL ENGINEER:

KOUTSOUBIS, ALONSO

ASSOCIATES, PE, PC

70 E OLD COUNTRY ROAD

HICKSVILLE, NY 11801

(516)931-8282; WWW.KAAPE.COM

AS NOTED

A-301.00

8 OF 14

SECTION A

SCALE:

3

16

" = 1'-0"

BUILDING SECTIONS A & B

SECTION B

SCALE:

3

16

" = 1'-0"

+/-31'-0"

+/-19'-10

1 2"

+/-11'-1

1 2"

+/-14'-4"

+/-16'-0"

+/-1'-2"

+/-2'-1"

+/-11'-1

1 2"

+/-1'-0"

+/-11'-3

1

8"

+/-3'-1

1 8"

+/-15'-4

1 4"

+/-19'-1

7 8"

+/-9'-0"

+/-1'-0"

+/-11'-3

1

8"

+/-3'-1

1 8"

+/-14'-5

7 8"

+/-19'-6

1 2"

+/-30'-0"

+/-12'-3

3 4"

+/-16'-0"

3

5

8

" METAL STUDS @ 24" O.C. w/ 1-LAYER

5

8

" GYP.

BD. & 3

1

2

" R-15 ECOTOUCH BATT INSULATION BY

OWENS CORNING - TYP. BETWEEN EXISTING

ARCHES OVER EXISTING WOOD CEILING DECK

ARMSTRONG ACOUSTICAL GRID & FRAMING SYSTEM W/ 10"

AXIOM TRANSITION TRIM (COLOR TBD) & 5

1

2

" R-21 ECOTOUCH

BATT INSULATION BY OWENS CORNING

3

5

8

" METAL STUDS @ 24" O.C. w/ 1-LAYER

5

8

" GYP. BD. & 3

1

2

"

R-15 ECOTOUCH BATT INSULATION BY OWENS CORNING -

TYP. BETWEEN EXISTING ARCHES OVER EXISTING WOOD

CEILING DECK, UP TO 16 FT. IN SOCIAL HALL & UP TO

RIDGE IN SANCTUARY

ARMSTRONG ACOUSTICAL GRID & FRAMING SYSTEM

w/ 5

1

2

" R-21 ECOTOUCH BATT INSULATION BY OWENS

CORNING

SOLAR INNOVATIONS ARCHITECTURAL GLAZING

SYSTEM - SEE DWG. A-501 FOR WINDOW SPECIFICS

12"H.X24"L.X

3

4

"THK. ROCK FACE ARRIS-TILE THIN-STONE

VENEER BY ARRISCRAFT IN CHAMPAGNE, MOUNTED W/

LATICRETE MVIS SYSTEM & LATICRETE POINTING MORTAR

39 MUSHROOM - SEE DWG. A-201 FOR ELEVATION

BEMA PLATFORM: 2x12 JOISTS @ 16" O.C. w/

3

4

"

PLYWOOD DECK, 2-EQUAL HT. RISERS @ 12" WIDE

STEP & 3'-6" WIDE RAMP UP @ 1/8 SLOPE

BEMA PLATFORM: 2x12 JOISTS @ 16" O.C. w/

3

4

"

PLYWOOD DECK, 2-EQUAL HT. RISERS @ 12" WIDE

STEP & 3'-6" WIDE RAMP UP @ 1/8 SLOPE

COAT ROOM

004

CANTOR'S OFFICE

003

BEMA

002

LOBBY

007

CLASSROOM

-NO WORK-

STORAGE

-NO WORK-

BOILER ROOM

011

SANCTUARY

001

SOCIAL HALL

005

5

1

4

"H.x9

5

8

"DEEP SMOOTH ARRIS-CAST SILL BY

ARRISCRAFT, COLOR TBD

EXISTING CONCRETE SLAB & FOUNDATION

NEW ROOFTOP HVAC UNITS -

SEE MECHANICAL PLANS

MECHANICAL

SPACE ABOVE

SANCTUARY

MECHANICAL

SPACE

MECHANICAL

SPACE

+/-9'-0"

+/-19'-6

1 2"

ALT#2: REMOVE AND REPLACE EXISTING LOBBY CEILING & LIGHTING

IF ADD/ALT#2 TO PROVIDE VRF SYSTEM IN LOBBY IS ACCEPTED

A-302.00

3

A-302.00

2

DEMO EXISTING WALL AS REQUIRED TO

INSTALL NEW STEEL ANGLE LINTEL

SUPPORT OVER NEW DUCTWORK

+/-1'-2"

CLASSROOM #8

014

SIM.

ARMSTRONG ACOUSTICAL GRID & FRAMING SYSTEM W/ 5

1

2

" R-21 ECOTOUCH BATT INSULATION BY OWENS CORNING

DOUBLE YOKE WIRE HANGING AS PER

ARMSTRONG SPECIFICATIONS IS ACCEPTABLE

+/-16'-10"

A-201.00

2

CONSULTANT(S):

DESCRIPTION

o

N_ DATE

1 05.23.17BID SET

PROJECT DATA:

DRAWING TITLE:

JOB NUMBER:

RENOVATION OF:

545

CONGREGATION BETH OHR

2550 CENTRE AVENUE

BELLMORE, NY, 11710

THE DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS PREPARED BY THE ARCHITECT AND

PROFESSIONAL ENGINEER FOR THIS PROJECT ARE

THE INSTRUMENTS OF THE ARCHITECT'S AND

PROFESSIONAL ENGINEER'S SERVICES FOR USE

SOLELY WITH RESPECT TO THIS PROJECT AND,

UNLESS OTHERWISE PROVIDED, THE ARCHITECT

AND PROFESSIONAL ENGINEER SHALL BE DEEMED

THE AUTHOR OF THESE DOCUMENTS AND SHALL

RETAIN ALL COMMON LAW, STATUTORY AND

OTHER RESERVED RIGHTS INCLUDING COPYRIGHT.

THE OWNER SHALL BE PERMITTED TO RETAIN

COPIES OF THE ARCHITECT'S AND PROFESSIONAL

ENGINEER'S DRAWINGS, SPECIFICATIONS AND

OTHER DOCUMENTS FOR THE PROJECT. THE

ARCHITECT'S AND PROFESSIONAL ENGINEER'S

DRAWINGS SHALL NOT BE USED BY THE OWNER OR

OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR FOR COMPLETION OF THIS

PROJECT BY OTHERS.

CHECKED

BY:

ARL

DRAWN

BY:

SCALE: DATE: 3.31.17

DOB BSCAN:

KDR

MECHANICAL ENGINEER:

NELSON & POPE

ENGINEERS & SURVEYORS

572 WALT WHITMAN ROAD

MELVILLE, NY 11747-2188

(631)427-5665; NELSONPOPE.COM

STRUCTURAL ENGINEER:

KOUTSOUBIS, ALONSO

ASSOCIATES, PE, PC

70 E OLD COUNTRY ROAD

HICKSVILLE, NY 11801

(516)931-8282; WWW.KAAPE.COM

AS NOTED

A-302.00

9 OF 14

BUILDING SECTION C,

DETAILS 1, 2 & 3

SECTION C

SCALE:

3

16

" = 1'-0"

+/- 16'-0"

SOCIAL HALL

005

MURASKIN ROOM

010

STAIR #2

-NO WORK-

CLASSROOM

-NO WORK-

ARMSTRONG DRYWALL GRID &

FRAMING SYSTEM w/ 1-LAYER

5

8

"

GYP. BD. & 5

1

2

" R-21 ECOTOUCH

BATT INSULATION BY OWENS

CORNING

3

5

8

" METAL STUDS @ 24" O.C. w/

1-LAYER

5

8

" GYP. BD. & 3

1

2

" R-15

ECOTOUCH BATT INSULATION BY

OWENS CORNING

ARMSTRONG DRYWALL GRID & FRAMING

SYSTEM w/ 1-LAYER

5

8

" GYP. BD. & 5

1

2

" R-21

ECOTOUCH BATT INSULATION BY OWENS

CORNING @ +/-16'-0" A.F.F.

3

5

8

"x 20 GA. METAL STUDS @ 24" O.C. w/

1-LAYER

5

8

" GYP. BD. & 3

1

2

" R-15 ECOTOUCH

BATT INSULATION BY OWENS CORNING

3

8

" EXPANSION JOINT - TYP. BETWEEN

ADJACENT FACES OF GYP. BD. & AROUND

EXISTING LAMINATED WOOD ARCHES

EXISTING +/- 3"x6" T. & G. LAMINATED WOOD

DECKING

EXPANSION JOINT DETAIL

SCALE: 1

1

2

" = 1'-0"

A-302.00

1

A-302.00

1

CORRIDOR

-NO WORK-

FOLDING PARTITION SUPPORT DETAIL

A-302.00

3

SOFFIT ASSEMBLY DETAIL

A-302.00

2

Z-CLIPS FASTENED TO WOOD PANEL W/ #8X

5

8

" PAN

HEAD SCREWS - CONT. Z-BAR FASTENED TO WALL @

METAL STUDS W/ #8X1

3

4

" PAN HEAD SCREWS; TYP. TOP

& BOTTOM OF PANEL

34"W.x14"H. SUPPLY DUCT

ONE LAYER

5

8

" DENS ARMOR PLUS FIREGUARD TYPE X

2

1

2

" x20 GA. METAL STUDS @ 16" O.C. - TYP. HOR. & VERT.

MICROPERF ACOUSTICORE 519 ACOUSTICAL PANEL W/

QUARTERED SAPELE MAHOGANY VENEER & BURNT

SUGAR #411 STAIN FINISH BY ACOUSTICAL SURFACES;

PAINT WALL BEHIND PANELS BLACK

NEW ROOFTOP HVAC UNITS -

SEE MECHANICAL PLANS

EXISTING LAMINATED WOOD ARCH

3

5

8

"x 20 GA. METAL STUD BRACING @ 48" O.C.

w/ CONT. 20 GA. METAL TRACK FASTENED TO

WOOD DECKING

SUPPLY PLENUM

TWO SLOT LINEAR DIFFUSER w/ HARD CEILING CLIPS

ONE LAYER

5

8

" DENS ARMOR PLUS FIREGUARD TYPE X

2

1

2

" 20 GA. METAL STUDS @16"o.c.

TWO LAYERS

1

2

" DENS ARMOR PLUS FIREGUARD TYPE X

EACH SIDE

3

5

8

" R-15 ECOTOUCH PINK FIBERGLAS INSULATION BATTS BY

OWENS CORNING

SUPPLY PLENUM w/ ONE SLOT LINEAR DIFFUSER

SUPPLY DUCT DOWN FROM ABOVE SOCIAL HALL CEILING

4"

RETURN PLENUM w/ TWO SLOT LINEAR DIFFUSER

STEEL LINTEL

STEEL BEAM

STEEL OUTRIGGER TO ADJACENT GLU-LAM ARCH

STEEL COLUMN HANGER

14X8 SUPPLY DUCTS DOWN

TO SUPPLY PLENUM BELOW

14X14 SUPPLY DUCT

14X8 RETURN DUCT

FROM RETURN

PLENUM BELOW

STEEL ANGLE HANGERS @ OUTRIGGER BEAMS DOWN

FROM GLU-LAM ARCH ABOVE

STEEL WT CONNECTION @ ANGLE HANGERS TO

OUTRIGGERS

ARMSTRONG DRYWALL GRID & FRAMING SYSTEM

w/ 1-LAYER

5

8

" GYP. BD. & 5

1

2

" R-21 ECOTOUCH BATT

INSULATION BY OWENS CORNING @ 16'-0" A.F.F.

GLU-LAM ARCH BEYOND

HUFCOR SERIES #642 STC-54 PAIRED PANEL

OPERATION DOOR

NOTE: SEE MECHANICAL &

STRUCTURAL DRAWINGS

ARMSTRONG ACOUSTICAL GRID

& FRAMING SYSTEM W/ 10"

AXIOM TRANSITION TRIM

(COLOR TBD) & 5

1

2

" R-21

ECOTOUCH BATT INSULATION

BY OWENS CORNING

+/- 16'-10"

3'-1

1 8"

+/-11'-3

1

8

" T

O F

LO

OR

3'-7"

5 8"

2

1 2"

2

1 2"

2

1 2"

1'-2

1 2"

1'-2

1 2"

5

8"

2

1

2"

1

5

8"

3'-1

1

4"

1"

4" 5

1

4"

1'-5"

4"

SCALE: 1

1

2

" = 1'-0" SCALE: 1

1

2

" = 1'-0"

LINE OF

6

12

TRIBES CABINET BELOW

CONSULTANT(S):

DESCRIPTION

o

N_ DATE

1 05.23.17BID SET

PROJECT DATA:

DRAWING TITLE:

JOB NUMBER:

RENOVATION OF:

545

CONGREGATION BETH OHR

2550 CENTRE AVENUE

BELLMORE, NY, 11710

THE DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS PREPARED BY THE ARCHITECT AND

PROFESSIONAL ENGINEER FOR THIS PROJECT ARE

THE INSTRUMENTS OF THE ARCHITECT'S AND

PROFESSIONAL ENGINEER'S SERVICES FOR USE

SOLELY WITH RESPECT TO THIS PROJECT AND,

UNLESS OTHERWISE PROVIDED, THE ARCHITECT

AND PROFESSIONAL ENGINEER SHALL BE DEEMED

THE AUTHOR OF THESE DOCUMENTS AND SHALL

RETAIN ALL COMMON LAW, STATUTORY AND

OTHER RESERVED RIGHTS INCLUDING COPYRIGHT.

THE OWNER SHALL BE PERMITTED TO RETAIN

COPIES OF THE ARCHITECT'S AND PROFESSIONAL

ENGINEER'S DRAWINGS, SPECIFICATIONS AND

OTHER DOCUMENTS FOR THE PROJECT. THE

ARCHITECT'S AND PROFESSIONAL ENGINEER'S

DRAWINGS SHALL NOT BE USED BY THE OWNER OR

OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO

THIS PROJECT OR FOR COMPLETION OF THIS

PROJECT BY OTHERS.

CHECKED

BY:

ARL

DRAWN

BY:

SCALE: DATE: 3.31.17

DOB BSCAN:

KDR

MECHANICAL ENGINEER:

NELSON & POPE

ENGINEERS & SURVEYORS

572 WALT WHITMAN ROAD

MELVILLE, NY 11747-2188

(631)427-5665; NELSONPOPE.COM

STRUCTURAL ENGINEER:

KOUTSOUBIS, ALONSO

ASSOCIATES, PE, PC

70 E OLD COUNTRY ROAD

HICKSVILLE, NY 11801

(516)931-8282; WWW.KAAPE.COM

AS NOTED

A-401.00

10 OF 14

SANCTUARY PLAN BLOW-UP

SCALE:

3

8

" = 1'-0"

SANCTUARY PLAN

BLOW-UP

B

A-301.00

A-301.00

A

34'-0"

+/-11'-7

3

8" +/-11'-7

3

8"

+/-12'-8"

+/-12'-9

1

8"

8'-3"

9'-3"

6'-4

3 4"

5'-0"

1'-0"

3'-3"

11'-1

1

2"3'-0

1

8"3'-0

3

8" 5'-2

1

2"

3

5

8" 3

5

8"

3

'

-

6

"

1

3

5

°

1

3

5

°

+/-5'-9

1

8"

TO MATCH

EXISTING

+/-5'-9

1

8"

EXISTING

ALIGN

R

A

M

P

U

P

T

O

B

E

M

A

@

1

/

8

+/-34'-0

1 4"

2

1

4"

HC

HC

HC

HC

HC

5'-0"

5'-0"

3'-0"

3'-6"

7'-0"

3'-6"

COAT ROOM

004

CANTOR"S OFFICE

003

BEMA

002

LOBBY

007

+/-1'-5"

2 - 6" R

. U

P

DAVENING

TABLE

BY OWNER

SANCTUARY

001

CORRIDOR #1

006

SOCIAL HALL

005

68/98/98/98/98/9

6 7/8 7/8 8/9 8/9 8/9

6

6

6/7 7/88/9 5/6

7/88/99/106/7

HUFCOR SERIES #642 STC-54 PAIRED PANEL OPERATION DOOR w/

ONE (1) SET OF DOUBLE PASS DOORS & EXIT SIGN; VINYL FINISH;

BEIGE VINYL FINISH 44-539; STACK 1/2 TO BOTH SIDES WHEN OPEN

CONTACT: RON SARACO @ METROFOLD, INC.; 516-536-3434

LECTERN

BY OWNER

LECTERN @

HIGH HOLY DAYS

DAVENING

TABLE w/

PLATFORM @

HIGH HOLY

DAYS

TORAH

HOLDER BY

OWNER

CHAIR BY

OWNER

CHAIR BY

OWNER

ARK - SEE DWG.

A-402 & A-403

NEW HOLLAND 70US3 RADIUS PEWS w/ WOOD BACKS,

UPHOLSTERED SEATS, UPHOLSTERED BACKS &

CONTINUOUS BOOKRACKS; WOOD SPECIES: QUARTERED

SAPELE MAHOGANY; STAIN FINISH: BURNT SUGAR #411;

UPHOLSTERY FABRIC: PARLOUR/WILSHIRE BLUE

CONTACT: TOM BURNS @ ARTECH CHURCH INTERIORS,

INC.; 203-744-2600 - SUPPLY & INSTALLATION OF PEWS

BY OWNER

SOUND SYSTEM

RECESSED

FLOOR BOX

6/12 TRIBES -

SEE DWG. A-403

6/12 TRIBES -

SEE DWG. A-403

2A

1

1

2 2A 3

+/-21'-7"

3'-6"

+/-21'-7"

+/-16'-9

7 8"

+/-12'-10

7 8"

3'-6"

3

'

-

6

"

+/-10'-2

1 2"

3'-6"

3'-0"

3'-6"

+/-16'-9

7 8"

+/-12'-10

7 8"

3'-6"

+/-11'-8

1 2"

3

'

-

6

"

2

'

-

0

"

1

'

-

0

"

3

'

-

0

"

T

Y

P

.

3'-0"

TY

P.

2'-0

"

1'-0

"

2A22A3 2

HC = 30"x48"

WHEELCHAIR

VIEWING

POSITION -

TYP. OF 5

3'-0

1

8" 3'-0

3

8"5'-2

1

2" 2

1

4"

12'-0" - T

YP

.

PROTECT EXISTING MEMORIAL

BOARDS DURING

CONSTRUCTION - TYP. OF 5

B

C

D

A

DWG. A-202

TORAH

HOLDER BY

OWNER

SOUND

SYSTEM

WATER

SERVICE

2

1

1A

ALT. 1: REPLACE EXISTING

RADIATOR COVERS; 12 TOTAL;

SEE DETAIL ON DWG. A-202;

VERIFY LENGTHS IN FIELD

+/-3

5 8"

4" F

RO

M F

AC

E O

F E

XIS

T'G

.

AR

CH

T

O C

EN

TE

RLIN

E O

F

NE

W S

TE

EL LIN

TE

L

4A

NEW BUILT UP STRUCT. STEEL ARCH BASE BY

DAJON ASSOCIATES, INC. TO REPLACE EXIST.

DETERIORATED GLU-LAM ARCH BASE - TYP. OF

3, CAREFULLY CHOP OUT SLAB & REMOVE

ADJACENT SLAB IMBEDDED HEAT PIPE AS

REQUIRED TO INSTALL NEW BASE & REPLACE

PIPING & SLAB IN KIND (LOCATE VALVES TO

DRAIN HEAT PIPING AS REQUIRED) w/ ARCH

BASE COVERS AS PER DRAWING A-202.

3'-7"

8'-0"

7'-8"7'-8"

2" DIA.x36" HIGH SATIN

BRONZE/BRASS

HANDRAILS - TYP. OF 4

2"DIA.x36" HIGH SATIN

BRONZE/BRASS HANDRAILS; WITH

BRONZE CLAD SHOE MOULDING &

1

2

"

TEMPERED GLASS @ RAMP EDGE

2" DIA. SATIN BRONZE/BRASS

HANDRAIL @ 36" HIGH

SEE S-100 & S-101 FOR STRUCTURAL STEEL

WITHIN THIS DIVIDING WALL ABOVE