W1 SECTION - EXISTING€¦ · 3/4/2019 8:18:13 AM J:\Rochester Joint Schools Construction...

$: W1 SECTION - EXISTING€¦ · 3/4/2019 8:18:13 AM J:\Rochester Joint Schools Construction Board\2180543 - RSMP Flow er City School No. 54\Drawings\Arch\18310 RSMP School 54_Edge_$
A-606A

3

A-606A

4

ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT

PRECAST CONC. SILL W/ DRIP, FULL LENGTH OF WINDOW; SEE EXTERIOR ELEVATIONS

EXISTING WALL CONSTRUCTION TO REMAIN



EXISTING STRUCTURE TO REMAIN

MIN. 2" THERMAFIBER FIRESPAN 90 INSULATION

MIN. 2" OWENS CORNING THERMAFIBER FIRESPAN 90 VERTICAL MULLION COVER HELD IN PLACE USING SPIRAL ANCHORS SPACED MAX. 12" O.C.

2 HOUR CURTAINWALL/ FLOOR INTERSECTION

REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO

MILLWORK; SEE INTERIOR DWGS.

SOLID SURFACE SILL WITH LOUVER; SEE INTERIOR DWGS. PROVIDE BLOCKING AND SUPPORT AS REQUIRED

MILLWORK; SEE INTERIOR DWGS.

SOLID SURFACE SILL WITH LOUVER; SEE INTERIOR DWGS. PROVIDE BLOCKING AND SUPPORT AS REQUIRED

REFER TO RCP & FINISH SPECIFICATIONS FOR CEILING FINISH

EXISTING PLATE; SCRAPE PRIME & PAINT

CONT. SEALANT AT FRAME AND SOLID SURFACE

CONT. SEALANT AT FRAME AND SOLID SURFACE, TYP.

A-606A

2Sim

ALTERNATE: REPLACE ALL BRICK BELOW CAST SILL IN ITS ENTIRETY WITH GROUND FACE MASONRY BLOCK, REFER TO ALTERNATE SCOPE OF WORK.

SPECSEAL AS200 ELASTOMETRIC SPRAY


FINTUBE, REFER TO MECHANICAL DWGS.

5 1/

8"

FINTUBE, REFER TO MECHANICAL DWGS.

19' -

1" M

.O. (

V.I.F

.) (S

EE W

INDO

W S

CHED

ULE)

STEEL CLIP ANGLE, AS REQUIRED BY C.W. MFR.

ALUMINUM COLUMN COVER, BEYOND

STEEL CLIP ANGLE, AS REQUIRED BY C.W. MFR.

PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STUD FRAMING ABOVE.

PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STUD FRAMING ABOVE.

+/-

2' -

0"

3 5/8" MTL. STUD @ 16" O.C.

MTL. STUD KICKER @ 24" O.C.

3 5/8" MTL. STUD @ 16" O.C.

MTL. STUD KICKER @ 24" O.C.

A-606A

6

A-606A

7

ALUMINUM STOREFRONT SYSTEM W/CONT. PERIMETER SEALANT



EXISTING WALL CONSTRUCTION, STEEL LINTELS AND FLASHING TO REMAIN

ALUMINUM STOREFRONT SYSTEM W/ CONT. PERIMETER SEALANT


PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STEEL ANGLE ABOVE.

17A

ALUMINUM STOREFRONT SYSTEM W/CONT. PERIMETER SEALANT


REPLACE BRICK AT REMOVAL LOCATIONS; SEE SPECIFICATION FOR MFR AND BLEND RATIO

ALUMINUM STOREFRONT SYSTEM W/ CONT. PERIMETER SEALANT

REPLACE BRICK AT REMOVAL LOCATIONS; SEE SPECIFICATION FOR MFR AND BLEND RATIO. NEW LINTELS -REFER TO STRUCTURAL

CMU INFILL

SOLID SURFACE AT SILL, SEE INTERIOR DWGS. PROVIDE BLOCKING


FIRST FLOOR0' - 0"

A-606A

4

A-606A

3SIM.

ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER SEALANT (INTERIOR / EXTERIOR)




SOLID SURFACE SILL; SEE INTERIOR DWGS. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION LEVEL WITH TOP OF WINDOW FRAME.


EXISTING PLATE; SCRAPE PRIME & PAINT

PROVIDE THE FOLLOWING AT ALL LOCATIONS WHERE CEILING HEIGHT EXPOSES SPANDREL TO VIEW AT BLDG. INTERIOR (SEE REFLECTED CEILING PLAN AND WINDOW SCHEDULE): • ALUMINUM ANGLE, CONT. AT PERIMETER OF

WINDOW FRAMING. SILICONE TO ALUM. FRAME.• 1/8" ALUM. PLATE INFILL, FULL HEIGHT AND WIDTH

OF OPENINGS BETWEEN MULLIONS, SILICONE TO ANGLES. FINISH TO MATCH WINDOW FRAMES.

• FILL VOID WITH RIGID INSULATION

REFER TO RCP & FINISH SPECIFICATIONS FOR CEILING FINISH

PROVIDE SEALANT AT JOINTS AND PERIMETER OF SOLID SURFACE, SEE INTERIOR DWGS.

PATCH PLASTER AT SILL AS REQUIRED

SIM


2' -

5 5/

16"

11' -

2 1

/2" V

.I.F.

PROVDE NEW WINDOW SHADE. SEE WINDOW SHADE TYPES AND SCHEDULE. ANCHOR TO STEEL PLATE.

300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.com

DRAWING NAME:

It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless

acting under the direction of a licensed architect, professional engineer, or land

surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or

land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the

item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the

alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

DWT: 26-16-00-01-7-999-019

TRANSPORTABLE: 26-16-00-01-0-083-002

3/4/

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A-605A

WINDOW DETAILS

I.BRACHER

A.ROSSIGNOL

OCTOBER, 2018

BID DOCUMENTS

2180543

36 OTIS STREETROCHESTER, NEW YORK 14606

THE FLOWER CITYSCHOOL NO. 54

ROCHESTER SCHOOLSMODERNIZATION

PROGRAM

© 2018 LaBella Associates

S.E.D. NUMBER: 26-16-00-01-0-030-026

SCALE: 1 1/2" = 1'-0"A-605A2 W1 WINDOW SECTION

NOT TO SCALEA-605A1 W1 SECTION - EXISTING

SCALE: 1 1/2" = 1'-0"A-605A4 PUNCHED WINDOW SECTION

SCALE: 1 1/2" = 1'-0"A-605A5 SECTION @ NEW WINDOW OPENING

SCALE: 1 1/2" = 1'-0"A-605A3 W11 & W12 WINDOW SECTION

Revisions

NO: DATE: DESCRIPTION:1 03/01/2019 BID ADDENDUM -5

1

ALUMINUM CURTAINWALL SYSTEM W/ BACKER ROD & CONT. PERIMETER SEALANT, TYP.

.032" ALUM. FLASHING W/ CONT. HEMMED EDGE. MATCH WINDOW FRAME FINISH TO MATCH ALUM. FRAMING.

4"


ASPHALT COATED COPPER THROUGH WALL FLASHING & ALUM. DRIP FLASHING W/ CONT. HEMMED EDGE SET IN BED OF SEALANT.


SOLID SURFACE SILL AND UNDERLAYMENT, SEE INTERIOR DRAWINGS

1/4"LINE OF EXISTING BUILDING EXTERIOR WALL

7 1/2"

REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO, SEE DEMO AND HAZARDOUS DWGS FOR ADDITIONAL INFORMATION

ALTERNATE: REPLACE ALL BRICK BELOW CAST SILL IN ITS ENTIRETY WITH GROUND FACE MASONRY BLOCK, REFER TO ALTERNATE SCOPE OF WORK.

CAULK SILL AT JUNCTION OF CURTAIN WALL, TYP.

ALIGN REAR OF CURTAINWALL TO FLOOR SLAB EDGE

INTERIOR

EXTERIOR

1 1/2"

V.I.F.

6"

3 1/

8"

CLOSED CELL SPRAY FOAM IN (E) MASONRY WALL CAVITY.

2"

5 1/

8"

CELL VENT AT EVERY PRE-CAST JOINT, TYP.

CLOSED CELL SPRAY FOAM

T.O.S. EXIST. ROOF21' - 8"


EXISTING FASCIA CLADDING, REFER TO ROOF DWGS. EXISTING ROOF STRUCTURE TO REMAIN

7"

2"2

1/4"LINE OF EXISTING BUILDING

EXTERIOR WALL

SCRAPE, PRIME, PAINT (E) STEEL PLATE

4 1/16" +/-

CONTINUOUS BACKER ROD & SEALANT

EXTERIORINTERIOR

ALIGN REAR OF CURTAINWALL TO FLOOR SLAB EDGE

4 1/2" 1 5/8"ALUMINUM STOREFRONT SYSTEM W/CONT. PERIMETER SEALANT

ALUM. FLASHING W/ CONT. HEMMED EDGE TO MATCH ALUM. FRAMING


ASPHALT COATED COPPER THROUGH WALL FLASHING & ALUM. DRIP FLASHING W/ CONT. HEMMED EDGE SET IN BED OF SEALANT.

LINE OF EXISTING BUILDING EXTERIOR WALL

SOLID SURFACE SILL AND UNDERLAYMENT; SEE INTERIOR DWGS.


EXISTING INTERIOR FINISH PATCHING BY OTHERS

REPLACE UPPER-MOST BRICK OF EXISTING M.O.; SEE SPECIFICATION FOR MFR AND BLEND RATIO, SEE DEMO AND HAZARDOUS DWGS FOR ADDITIONAL INFORMATION

CLOSED CELL SPRAY FOAM IN (E) MASONRY WALL CAVITY

CLOSED CELL SPRAY FOAM

CELL VENT AT EVERY PRE-CAST JOINT, TYP.

4 1/2" 1 5/8"

2"

EXISTING WALL CONSTRUCTION, STEEL LINTELS AND FLASHING TO REMAIN

LINE OF EXISTING BUILDING EXTERIOR WALLALUMINUM STOREFRONT SYSTEM W/

CONT. PERIMETER SEALANT

SCRAPE, PRIME, AND PAINT ALL(E) LINTELS

.032" ALUM. HEAD DRIPFLASHING W/ CONT. HEMMED RIDGE


1 1/

2"


PRECAST SILL BELOW

SOLID SURFACE SILL BELOW; SEE INTERIOR DRAWINGS.

LINE OF EXISTING BUILDING EXTERIOR WALL

PATCH INTERIOR FINISHES TO MATCH ADJACENT SURFACES


INTERIOR

EXTERIOR

MATCH EXISTING

1' - 1 1/2" V.I.F.

MATC

H EX

ISTI

NG

1' - 2

1/2"

V.I.F

.

PRECAST SILL BEYOND

ALIGN

ALUMINUM CURTAINWALL SYSTEM W/ CONT. PERIMETER BACKER ROD & SEALANT

1/16" THICK BENT SHEET ALUMINUM, BREAK TO MATCH PROFILE SHOWN. FINISH TO MATCH ALUMINUM WINDOWS.

1 3/

4"

1" INSULATED LOW-E GLAZING, SEE EXTERIOR ELEVATIONS.

7/8" 7/8"

11 3/4" +/-

7 1/

8"

1/16" THICK BENT SHEET ALUMINUM, BREAK TO MATCH PROFILE SHOWN. FINISH TO MATCH ALUMINUM WINDOWS.

2X BLOCKING, TYP.

INTERIOR

EXTERIOR

2X BLOCKING

PROVIDE 2-HR FIREPROOFING AT EXISTNG COLUMN

MINERAL FIBER INSULATION TO FILL CAVITY

(E) FLOOR EDGE

3"

**EQUIVALENT SYSTEMS WILL BE CONSIDERED BASED ON SUBMISSION OF ALTERNATE UL ASSEMBLY


DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

DWT: 26-16-00-01-7-999-019

TRANSPORTABLE: 26-16-00-01-0-083-002

3/1/

2019

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A-606A

WINDOW DETAILS

I.BRACHER

A.ROSSIGNOL

OCTOBER, 2018

BID DOCUMENTS

2180543




PROGRAM


S.E.D. NUMBER: 26-16-00-01-0-030-026

SCALE: 3" = 1'-0"A-606A3 CURTAINWALL SILL DETAIL

SCALE: 3" = 1'-0"A-606A4 CURTAINWALL HEAD DETAIL

SCALE: 3" = 1'-0"A-606A6 STOREFRONT SILL DETAIL

SCALE: 3" = 1'-0"A-606A7 STOREFRONT HEAD DETAIL

SCALE: 3" = 1'-0"A-606A5 CURTAINWALL JAMB DETAIL

SCALE: 3" = 1'-0"A-606A1 COLUMN COVER AT CURTAINWALL DETAIL

NOT TO SCALEA-606A2 2 HOUR FIRESTOPPING

Revisions


1

W1

CURTAINWALL

SH1 SH1SH2 SH2

SH1 SH1SH2 SH2

7' - 5 1/2" V.I.F.5' - 1 1/2" V.I.F.

6' -

2" V

.I.F.

6' -

2" V

.I.F.

5' - 1 1/2" V.I.F. 7' - 5 1/2" V.I.F.

3 3/

4"

4' -

9 3/

4"

WINDOW

MAT

CH W

2 HE

IGHT

V.I.

F.

5' -

7" +

/-

2' - 6"

W10

SH8

V.I.F (E) M.O.

4' - 0"

V.I.F

(E) M

.O.

4' -

0"

W2

SH 6

(E) M

.O.

4' -

1" V

.I.F.

7' - 4" V.I.F. (E) M.O.

W9

WINDOW

SH10

11' - 4" V.I.F. (E) M.O.

6' -

1" V

.I.F.

(E) M

.O.

W8

STOREFRONT

SH9

6' - 8" V.I.F (E) M.O.

V.I.F

(E) M

.O.

4' -

0"

W3

WINDOW

SH7

W4

CURTAINWALL

6' -

2" V

.I.F.

5' - 1 1/2" V.I.F.

SH1 SH1SH2 SH2

7' - 5 1/2" V.I.F.7' - 5 1/2" V.I.F. 5' - 1 1/2" V.I.F.

W11

CURTAINWALL

SH3 SH3SH4 SH4

6' -

2" V

.I.F.

6' - 7 1/2" V.I.F. 8' - 7 1/2" V.I.F. 8' - 7 1/2" V.I.F. 6' - 7 1/2" V.I.F.

W12

CURTAINWALL

& MIRRORED VERSION

6' -

2" V

.I.F.

SH3 SH5

8' - 9 1/2" V.I.F.6' - 7 1/2" V.I.F.

WINDOW TYPE SHADE TYPES & QUANTITYWINDOW QUANTITY

W1

W2

W3

W4

W8

W9

W10

W11

W12

12

8

2

1

4

5

1

2

2

SH1 (4), SH2 (4)

SH6 (1)

SH7 (1)

SH1 (2), SH2 (2)

SH9 (1)

SH10 (1)

SH8 (1)

SH3 (2), SH4 (2)

SH3 (1), SH5 (1)


DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

DWT: 26-16-00-01-7-999-019

TRANSPORTABLE: 26-16-00-01-0-083-002

3/1/

2019

4:4

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SKA-604A

WINDOW SHADE TYPESAND SCHEDULE

B.CARNEY

A.ROSSIGNOL

OCTOBER, 2018

BID DOCUMENTS

2180543




PROGRAM

70 CARLSON RD. SUITE 200ROCHESTER, NY 14610


S.E.D. NUMBER: 26-16-00-01-0-030-026

Revisions


mplace

Text Box

CONTRACTOR SHALL FIELD VERIFIY ALL ROLLER SHADE DIMENSIONS AND QUANTITIES REQUIRED

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REVIS

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DR

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SK

A-201-1

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MMA

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SK

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C-0

1

APPROX SIDEWALK -REFER TO CIVIL

EXPENSION JOINT/SEALANT

CIP CONC. FOUNDATION WALL/ FOOTING

6" CIP CONC SLAB-ON-GRADE

CIP CONC STAIR w/ MASCO SAFETY STAIR NOSING

0' - 0"

FIRST FLOOR

#4 BAR @ 16" O.C.

#5 NOSING BAR, TYP.

#2 CRUSHER RUN STONE COMPACTED SUB-BASE

1 1/2" DIA. SCHED. 40 STAINLESS STEEL GUARDRAIL

#5 BAR @ 16" O.C., TYP.

1 1/2" DIA. SCHED. 40 STAINLESS STEEL WALL MOUNTED HANDRAIL w/ EVENLY SPACED BRACKETS.

8"4'

- 6

" TY

P.

11"

E135-1

TYP

.

7"

TYP.

11"

VIF

3' -

6"

1' - 2"

2' -

10"

6"

3' - 0"

1' -

0"






#4 BAR @ 16" O.C.

#5 NOSING BAR, TYP.


1 1/2" DIA. SCHED. 40 STAINLESS STEEL GUARDRAIL

#5 BAR @ 16" O.C., TYP.


8"

4' -

6"

TYP

.

0' - 0"

FIRST FLOOR

8"

1' - 2"

11"

E125

2' -

10"

1' -

5"

1' -

5"

TYP

.

7"

TYP.

11"

3' - 0"

1' -

0"






0' - 0"

FIRST FLOOR

#4 BAR @ 16" O.C.

#5 NOSING BAR, TYP.


1 1/2" DIA. SCHED. 40 STAINLESS STEEL HANDRAIL

#5 BAR @ 16" O.C., TYP.

TYP

.

7"

2' -

10"


8"

4' -

6"

TYP

.

E135

8"

3' - 0"

1' -

0"

6"

300 State Street, Suite 201Rochester, NY 14614585-454-6110

labellapc.com

DRAWING NAME:






alteration.

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

3/3/

201

9 4:

06:2

5 P

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SKA-412-1

STAIR SECTIONS

Author

Approver

03/04/19

BID DOCUMENTS

2180543

36 OTIS STREETROCHESTER, NY 14606

THE FLOWER CITY

SCHOOL 54

ROCHESTER SCHOOLS

MODERNIZATION PROGRAM


S.E.D. NUMBER: 26-16-00-01-0-030-026

Revisions

NO: DATE: DESCRIPTION:

SCALE: 1/2" = 1'-0"SKA-412-1

1 SECTION DETAIL @ MULTI-PURPOSE STAIR

SCALE: 1/2" = 1'-0"SKA-412-1

2 SECTION DETAIL @ GYMNASIUM STAIR

SCALE: 1/2" = 1'-0"SKA-412-1

3 STAIR SECTION @ CAFETERIA, WEST

W1 SECTION - EXISTING€¦ · 3/4/2019 8:18:13 AM J:\Rochester Joint Schools Construction...

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Transcript of W1 SECTION - EXISTING€¦ · 3/4/2019 8:18:13 AM J:\Rochester Joint Schools Construction...