36C24219B0041-0002001.pdf

UP

DN

DN

DN

UP

DN

DN

STAIR

S1X1

2 4 53

A

B

C

D

E

F

G

H

J

K

L

M

6 7 8 9 10 11 12 13 14 15 16 171 18

FEC

FEC

FEC

STAIR

S1X2

21 SF

ELEC.

78 SF

UPS ROOM

67 SF

SUP. OFFICE

1622 SF

CALL CENTER

1027 SF

CALL CENTER

76 SF

SUP. WS

209A

111 SF

TELE.

80 SF

SUP. OFFICE

64 SF

SUP. WS

205A

79 SF

SUP. OFFICE

64 SF

SUP. WS

229A

68 SF

SUP. OFFICE

78 SF

SUP. WS

225A

1622 SF

CALL CENTER

665 SF

OPEN OFFICE

CORRIDOR

270 SF

CORRIDOR

ELEV.

1027 SF

CALL CENTER

101 SF

OFFICE

212 110 SF

OFFICE

164 SF

SHARED

OFFICE

214170 SF

SHARED

OFFICE

95 SF

KITCHENETTE

31 SF

JAN.

381 SF

LOCKER

261 SF

RELAX

562 SF

WELLNESS

660 SF

OPEN OFFICE

101 SF

CHECK-IN

201A

676 SF

LOBBY

223 SF

W. TOILET

231225 SF

M. TOILET

21 SF

ELEC.

345 SF

CORRIDOR

202 409 SF

CORRIDOR

99 SF

CORRIDOR

A-401

A-402

219A

219B

228206

S1X1A S1X2A

A-401

A-301 1

V.I.F.

12' - 9 1/2" 5' - 5" 13' - 11 1/2" 11' - 10 1/2" 27' - 1"

C

A

B

A

C

A-701

TYP.

3'

2' - 11"

3'

2' - 11"

A-701

3'

3'

A-402

A-402

7'

1/

2"

8'

1/

2"

A-402

TYP.

11' - 4"

7' - 1 1/2"

21' - 4"

A-702

A-702

7'

/2

8'

6" 3'

1/ 2"

8'

1/

2"

/2

A-702

A-702

A-702

A-702

3'

7" 8'

1/

2" 2'

4"

2'

1/

2"

2'

8"

2'

4"

A-702

A-702

A-702

A-702

A-702

TYP.

/2

8'

8"

8'

1/

2"

21' - 4" 7' - 2"

7 8 78

CLR

3' - 8"

3' - 6 1/2"

A-402

9'

1"

/2

13' - 4 1/2"

3'

7"

/2

1"

1'

9" 8'

1/ 2"

7'

/2

6'

1/

2"

7' - 1" 11' - 4"

9'

8" 7'

1/ 2"

4'

1/

2"

7' - 2" 11' - 1" 10' - 3"

CLR

3' - 8"

A-702

SIM

A-702

SIM

SIM

A-702

SIM

A-702

SIM

A-702

A-702

SIM

CLR

3' - 8"

A-702

S1X1B S1X2B

2' - 4"

D

TYP.

TYP.

9'

8"4'

1/

2"

F2.0F2.0

F2.0

F2.0b

A-402

3' - 6"

7' - 5" 10' - 5 1/2" 1' - 0"

V.I.F.

6' - 8"

F2.0

F2.0

F2.0

4"A-702

4 TYP.

A-301

24' - 0" V.I.F. 11

V.

I.F

'-8

V.I.F.

6'-0"

EXIST. SIDEWALK

4' - 11"

R=138'

R=138' R=138'

R=138'

SH1.2

SH1.2

F2.0b

CONSTRUCTION SHALL CONFORM TO THE “NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE”, LATEST REVISION, THE NEW YORK STATE ENERGY CODE AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THE

PROJECT IS BEING CONSTRUCTED.

CONSTRUCTION SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

ALL DRAWINGS ARE GRAPHIC REPRESENTATIONS OF APPROXIMATE LOCATIONS OF NEW MATERIALS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

CONTRACTORS ARE RESPONSIBLE FOR ALL MATERIALS, CONSTRUCTION METHODS AND CRAFTSMANSHIP.

CONTRACTORS ARE TO VERIFY ALL EXISTING CONDITIONS, REQUIREMENTS, NOTES, CODES AND DIMENSIONS, PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT IF CONDITIONS VARY FROM THOSE SHOWN ON THE DOCUMENTS.

CONTRACTORS ARE TO PROVIDE ADEQUATE SUPPORT OF EXISTING FOUNDATION WALLS, LOAD BEARING WALLS AND PARTITIONS

DURING DEMOLITION AND CONSTRUCTION.

THOROUGHLY COORDINATE WORK WITH OTHER TRADES AND DETERMINE THE EXACT ROUTE AND LOCATION OF UTILITIES, MATERIALS AND EQUIPMENT BEFORE FABRICATION AND INSTALLATION.

WHEN EXISTING CONSTRUCTION IS REMOVED, DISTURBED, DAMAGED, REPLACED OR RENOVATED IN ANY WAY, CONTRACTORS SHALL PROVIDE PATCHING, PAINTING AND MATERIALS OF SAME TYPE AND QUALITY AS TO MATCH ADJACENT EXISTING

SURFACES, UNLESS OTHERWISE NOTED.

CONTRACTORS PROVIDE ALL BLOCKING, FURRING AND SHIMMING FOR INSTALLATION AND COMPLETION OF WORK.

ALL NEW WORK SHALL BE PLUMB, LEVEL AND SQUARE. SCRIBE AND MAKE FIT ALL NEW TO EXISTING.

CONTRACTORS VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIAL OR DOING WORK. NO EXTRA COMPENSATION OR CHARGES WILL BE ACCEPTED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENTS AND MEASUREMENTS INDICATED

ON THE DRAWINGS.

ALL DETAILS ARE SUBJECT TO CHANGE DUE TO EXISTING FIELD CONDITIONS. CONTRACTOR MUST NOTIFY ARCHITECT OF SAME.

ARCHITECT TO COORDINATE ALL DOOR HARDWARE, TRIM AND FINISHES TO MEET INTENT AND COMPLIANCE.

THESE DRAWINGS DO NOT PURPORT TO SHOW ALL ITEMS AND PROCEDURES REQUIRED FOR A COMPLETE INSTALLATION. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE GENERAL ARCHITECTURAL DESIGN CONCEPT, THE LOCATION/DIMENSIONS OF THE CONSTRUCTION AND MAJOR ELEMENTS OF CONSTRUCTION.

CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS ASSOCIATED WITH THE WORK OF THEIR

CONTRACT.

ITEMS NOTED AS 'BY OWNER” ARE TO BE FURNISHED AND INSTALLED BY THE OWNER OR THE OWNER'S VENDOR.

GENERAL CONSTRUCTION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

1. FOR 'FIRE/SMOKE BARRIER/WALL' CODE MARKING AND IDENTIFICATION REQUIREMENTS, REFER TO CODE COMPLIANCE PLAN.

2. ALL PARTITIONS ARE TO BE TYPE S3.0b UNLESS NOTED OTHERWISE ON PLAN OR IN KEYNOTES.

3. ALL EXTERIOR FURRING WALLS ARE TO BE TYPE F2.0e UNLESS NOTED OTHERWISE, ALL COLUMN FURRING WALLS ARE TO

BE TYPE F0.0 UNLESS NOTED OTHERWISE.

4. HYDRAULIC CEMENT-BASED SELF-LEVELING UNDERLAYMENT TO BE USED ON ENTIRE FIRST FLOOR SLAB. SEE SPECIFICATION

SECTION 03 54 16

5. ALL LOCATIONS WHERE NEW CONSTRUCTION MEETS EXISTING, PROVIDE A SMOOTH AND SEAMLESS FINISH.

6. PATCH AND REPAIR ALL EXISTING WALLS WHERE INTERIOR FACE IS EXPOSED. PROVIDE A SMOOTH AND SEAMLESS FINISH

7. PROVIDE CONTINUOUS BLOCKING FOR ATTACHMENT OF ALL CASEWORK AND ACCESSORY ITEMS. VERIFY MOUNTING HEIGHTS

WITH OWNER.

8. PROVIDE FIRE RATED REPAIR/INFILL AT ALL ABANDONED WALL PENETRATIONS AT EXISTING RATED SHAFTS AND

STAIRWELLS WITH CONCRETE, MORTAR, GROUT, INTUMESCENT FIRESTOPPING OR FIRE RESISTIVE JOINT SEALANT TO

MAINTAIN THE REQUIRED FIRE RESISTANCE RATING.

9. ALL DIMENSIONS ARE TAKEN TO THE NOMINAL FACE OF EXISTING WALLS, CENTERLINE OF STUD, OR COLUMN GRID CENTER

LINE - UNLESS NOTED OTHERWISE.

10. REFER TO ENLARGED PLANS FOR ANY ADDITIONAL KEY NOTES, DIMENSIONS AND DETAILS.

11. ALL EXISTING WINDOWS ARE TO REMAIN UNLESS NOTED OTHERWISE, SEE SHEET A-601 FOR FURRING DETAILS AROUND

WINDOWS.

12. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND SIZES OF NEW OPENINGS IN SLAB. REFER TO MECHANICAL OPENING

DETAILS ON SHEET A-702.

13. REFER TO MECHANICAL DRAWINGS FOR DUCTS PENETRATING EXISTING FLOOR THAT ARE BEING REMOVED. REFER TO

DETAIL ON SHEET A-702 FOR CONCRETE INFILL OF EXISTING OPENINGS.

Engineering Architecture Environmental Planning

300 State Street Suite 201

Rochester, NY 14614 P: (585) 454-6110 www.labellapc.com

Location

Issue Date

97 8654321

Project Number

Building Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

PhaseENGINEER OF RECORDCONSULTANT RENOVATE BUILDING 6

FIRST FLOOR

HRC EXPANSION

CANANDAIGUA, NY

Project Director

2019-06-28 TM AB

SCALE: 1/8" = 1'-0"A-101

1 OVERALL FIRST FLOOR PLAN

GENERAL PLAN NOTES

PLAN KEYNOTES

1 ALL FURRING WALLS ALONG EXTERIOR WALL TO BE TYPE F2.0e. REFER TO PARTITION TYPES AND WINDOW FURRING FOR

ADDITIONAL INFORMATION.

2 ALL COLUMN FURRING ALONG EXTERIOR WALL TO BE TYPE F0.0 UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPES

FOR ADDITIONAL INFORMATION.

3 WATER BOTTLE FILLING STATION. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION.

4 ALL FURNITURE AND DEMOUNTABLE PARTITIONS ARE SHOWN FOR REFERENCE AND ARE NOT WITHIN THE SCOPE OF THIS

PROJECT.

5 NEW CONCRETE SLAB TO INFILL EXISTING LAUNDRY CHUTE FLOOR PENETRATION. REFER TO CHUTE INFILL DETAIL ON SHEET

A-702 6 REPAIR ANY MASONRY AND T.C. DAMAGED DURING STAIR REMOVAL TO MATCH EXISTING. INFILL PORTIONS OF EXTERIOR

WALL WITH SALVAGED BRICK AS NEEDED. CLEAN BRICK AFTER CONSTRUCTION.

7 SEE TYPICAL SUPERVISOR DESK ON SHEET A-701 FOR ENLARGED PLAN, ELEVATIONS, AND DETAILS.

8 SEE TYPICAL CALL CENTER ALCOVE ON SHEET A-401 FOR ENLARGED PLAN AND ELEVATION.

9 NEW ALUMINUM WINDOW. SEE SHEET A-301 FOR DETAILS.

10 ALTERNATE BID DEDUCT: NEW CONCRETE AND BRICK STAIRS AND RAILINGS.

11 ALTERNATE BID DEDUCT: NEW CAST STONE WATER TABLE TO MATCH EXISTING. SEE STAIR ELEVATIONS AND DETAILS.

12 ALTERNATE BID DEDUCT: NEW 5" 4000 PSI CONCRETE SIDEWALK WITH REINFORCING MESH TO EXTEND TO EXISTING

SIDEWALK.

13 CONSTRUCT 1 HR FIRE RATED SHAFT WALL AROUND EXHAUST DUCT FLOOR PENETRATION. REPAIR AND PATCH ANY ADJACENT

AREAS DAMAGED DURING CONSTRUCTION. MATCH ADJACENT WALL FINISHES. SEE MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

14 CONSTRUCT 2 HR FIRE RATED ASSEMBLY TO COVER ABANDONED DUCT RISERS AT ATTIC FLOOR. SEE MECHANICAL DRAWINGS

FOR MORE INFORMATION. VERIFY LOCATION IN FIELD.