SHEET INDEX -VOLUME 1 · Issued YYYY.MM.DD 1050 CON Application No. 162374 C MEDICAL EQUIPMENT Shen...

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The Contractor shall verify and be responsible for all dimensions.

DO NOT scale the drawing - any errors or omissions shall be

reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of

Stantec. Reproduction or use for any purpose other than that

authorized by Stantec is forbidden.

Copyright Reserved

Client/Project

Drawing No.

Project No.

Title

ORIGINAL SHEET - ARCH E1

Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural

Ryan Biggs Clark Davis

Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050

CON Application No. 162374 C

MEDICAL EQUIPMENT

Shen Milson & Wilke LLC

Upstate Project No. 1050

SUCF Project No. 151036-00UPSTATE HEALTH & WELLNESS CENTER

SUNY Upstate Medical University

750 East Adams StreetSyracuse, NY 13210

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SHEET INDEX - VOLUME 1

218301118

STANTEC ARCHITECTURE722 12th Street, NWSuite 100Washington, DC 20005Tel: 202.822.8227 /

G1-001

SHEET INDEX - VOLUME 1 - GENERAL - CIVIL / LANDSCAPE - STRUCTURAL

SHEET

NUMBER AD

DEN

DU

M 5

20

20

.05

.29

AD

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M 4

20

20

.05

.22

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M 3

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80

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.11

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.09

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SHEET

NUMBER SHEET NAME

G0-001 ● ● ● ● ● ● ● G0-001 COVER SHEET - VOLUME 1

G1-001 ● ● ● ● ● ● ● ● ● ● G1-001 SHEET INDEX - VOLUME 1

G1-002 ● ● ● ● ● ● ● ● G1-002 SHEET INDEX - VOLUME 2

G1-003 ● ● ● ● ● ● ● ● ● G1-003 SHEET INDEX - VOLUME 3



G1-011 ● ● ● ● ● ● ● G1-011 STANDARD ABBREVIATIONS AND SYMBOLS

G1-021 ● ● ● ● ● ● ● G1-021 CODE ANALYSIS

G1-022 ● ● ● ● ● ● ● G1-022 CODE ANALYSIS - PLUMBING COUNTS

G2-001 ● ● ● ● ● ● ● G2-001 1ST FLOOR LIFE SAFETY PLAN

G2-002 ● ● ● ● ● ● ● G2-002 2ND FLOOR LIFE SAFETY PLAN

G2-003 ● ● ● ● ● ● ● G2-003 3RD & 4TH FLOOR LIFE SAFETY PLANS

G2-004 ● ● ● ● ● ● ● G2-004 5TH FLOOR & 6TH FLOOR/PH LIFE SAFETY PLANS

G4-001 ● ● ● ● ● G4-001 BUILDING ENVELOPE - SUMMARY

G4-002 ● ● ● ● G4-002 BUILDING ENVELOPE - ELEVATIONS

G4-003 ● ● ● ● G4-003 BUILDING ENVELOPE - ELEVATIONS

G5-001 ● ● ● ● ● ● ● G5-001 BUILDING LOCATION DIAGRAM

G5-011 ● ● ● G5-011 EXTERIOR MOCK-UP

G5-012 ● ● ● G5-012 EXTERIOR MOCK-UP

G6-001A ● ● ● G6-001A 1ST FLOOR PNEUMATIC TUBE DIAGRAM - A

G6-002A ● ● ● G6-002A 2ND FLOOR PNEUMATIC TUBE DIAGRAM - A

G6-002B ● ● ● G6-002B 2ND FLOOR PNEUMATIC TUBE DIAGRAM - B

G6-003A ● ● ● G6-003A 3RD FLOOR PNEUMATIC TUBE DIAGRAM - A

G6-004A ● ● ● G6-004A 4TH FLOOR PNEUMATIC TUBE DIAGRAM - A

G6-005A ● ● ● G6-005A 5TH FLOOR PNEUMATIC TUBE DIAGRAM - A

G6-005B ● ● ● G6-005B 5TH FLOOR PNEUMATIC TUBE DIAGRAM - B

G6-006B ● ● ● G6-006B 6TH FLOOR PNEUMATIC TUBE DIAGRAM - B

27

C1-001 ● ● ● ● ● ● C1-001 EXISTING CONDITIONS PLAN

C1-002 ● ● ● ● ● ● C1-002 DEMOLITION PLAN

C1-003 ● ● ● C1-003 WORK ZONE TRAFFIC CONTROL PLAN



C1-101 ● ● ● ● ● ● C1-101 LAYOUT PLAN

C1-102 ● ● ● ● ● C1-102 SITE MATERIALS PLAN

C1-103 ● ● ● C1-103 LAYOUT PLAN ENLARGEMENT

C1-201 ● ● ● ● ● C1-201 GRADING PLAN

C1-202 ● ● ● ● ● C1-202 EROSION & SEDIMENT CONTROL PLAN

C1-203 ● ● ● C1-203 GRADING PLAN ENLARGEMENTS

C1-301 ● ● ● ● ● ● C1-301 UTILITY PLAN

C1-302 ● C1-302 UTILITY PLAN ENLARGEMENTS

C1-401 ● ● ● ● ● C1-401 PLANTING PLAN

C1-402 ● ● ● ● C1-402 PLANTING PLAN

C1-601 ● ● ● ● ● ● C1-601 SITE DETAILS

C1-602 ● ● ● ● ● ● C1-602 SITE DETAILS

C1-603 ● ● ● ● ● ● C1-603 SITE DETAILS

C1-604 ● ● ● ● ● ● C1-604 SITE DETAILS

C1-605 ● ● ● ● ● ● C1-605 SITE DETAILS

C1-606 ● ● ● ● C1-606 SITE DETAILS

C1-607 ● ● ● C1-607 SITE DETAILS

22

S0-001 ● ● ● ● ● ● S0-001 GENERAL NOTES I

S0-002 ● ● ● ● ● ● S0-002 GENERAL NOTES II

S0-003 ● ● ● ● ● ● S0-003 LOADING PLAN

S1-100A ● ● ● ● ● S1-100A FIRST FLOOR FOUNDATION PLAN - A

S1-100B ● ● ● ● ● ● S1-100B FIRST FLOOR FOUNDATION PLAN - B

S1-101A ● ● ● ● ● ● ● ● S1-101A FIRST FLOOR SLAB PLAN - A

S1-101B ● ● ● ● ● ● ● S1-101B FIRST FLOOR SLAB PLAN - B

S1- 102A ● ● ● ● ● ● S1- 102A SECOND FLOOR FRAMING PLAN - A

S1- 102B ● ● ● ● ● ● S1- 102B SECOND FLOOR FRAMING PLAN - B

S1- 103A ● ● ● ● ● ● S1- 103A THIRD FLOOR FRAMING PLAN - A

S1- 103B ● ● ● ● ● ● S1- 103B THIRD FLOOR FRAMING PLAN - B

S1- 104A ● ● ● ● ● ● S1- 104A FOURTH FLOOR FRAMING PLAN - A

S1- 104B ● ● ● ● ● ● S1- 104B FOURTH FLOOR FRAMING PLAN - B

S1- 105A ● ● ● ● ● ● S1- 105A FIFTH FLOOR FRAMING PLAN - A

S1- 105B ● ● ● ● ● ● S1- 105B FIFTH FLOOR FRAMING PLAN - B

S1- 106A ● ● ● ● ● ● S1- 106A PENTHOUSE AND MAIN ROOF FRAMING PLAN - A

S1- 106B ● ● ● ● ● ● S1- 106B PENTHOUSE AND MAIN ROOF FRAMING PLAN - B

S1- 107A ● ● ● ● ● ● S1- 107A PENTHOUSE ROOF FRAMING PLAN - A

S1- 107B ● ● ● ● ● ● S1- 107B PENTHOUSE ROOF FRAMING PLAN - B

S1- 108 ● ● ● ● ● ● S1- 108 SOUTH BRIDGE FRAMING PLANS

S1- 109 ● ● ● ● ● ● S1- 109 NORTH BRIDGE FRAMING PLANS

S1- 110 ● ● ● ● ● ● S1- 110 BRIDGE ELEVATIONS

S1- 111 ● ● ● ● ● ● S1- 111 BRIDGE 3D ISOMETRIC VIEW

S2-001 ● ● ● ● ● ● S2-001 STEEL COLUMN SCHEDULE I

S2-002 ● ● ● ● ● ● S2-002 STEEL COLUMN SCHEDULE II

S2-003 ● ● ● ● ● S2-003 SHEAR WALL ELEVATIONS I

S2-004 ● ● ● ● ● S2-004 SHEAR WALL ELEVATIONS II

S2-005 ● ● ● ● ● S2-005 SHEAR WALL ELEVATIONS III

S2-006 ● ● ● ● ● S2-006 SHEAR WALL ELEVATIONS IV

S2-007 ● ● ● ● ● S2-007 SHEAR WALL ELEVATIONS V

S2-008 ● ● ● ● ● S2-008 SHEAR WALL ELEVATIONS VI

S2-009 ● ● ● ● ● S2-009 STEEL FRAMING ELEVATIONS AND DETAILS

S3-001 ● ● ● ● ● ● ● S3-001 CONCRETE DETAILS I

S3-002 ● ● ● ● ● ● ● ● S3-002 CONCRETE DETAILS II

S3-003 ● ● ● ● S3-003 CONCRETE DETAILS III

S3-004 ● ● ● ● S3-004 CONCRETE DETAILS IV

S4-001 ● ● ● ● ● ● S4-001 TYPICAL STEEL DETAILS I

S4-002 ● ● ● ● ● ● S4-002 TYPICAL STEEL DETAILS II

S4-003 ● ● ● ● ● ● S4-003 TYPICAL STEEL DETAILS III

S4-004 ● ● ● ● ● S4-004 TYPICAL MASONRY AND LIGHTGAGE DETAILS

S5-001 ● ● ● ● ● ● S5-001 SECTIONS AND DETAILS I

S5-002 ● ● ● ● ● ● S5-002 SECTIONS AND DETAILS II

S5-003 ● ● ● ● ● ● S5-003 SECTIONS AND DETAILS III

S5-004 ● ● ● ● ● S5-004 SECTIONS AND DETAILS IV

S5-005 ● ● ● ● S5-005 BRIDGE DETAILS

S5-006 ● ● ● ● ● ● S5-006 BRIDGE DETAILS




49

TOTAL SHEETS: 98

SCHEMATIC DESIGN SUBMISSION 2019.06.27

ISSUED FOR 60% DD/CD 2019.09.19

NYSDOH CON SD SUBMISSION 2019.09.27

ISSUED FOR 80% CONSTRUCTION DOCUMENTS 2019.11.21


ISSUED FOR REVOCABLE PERMIT REVIEW 2020.02.21

ISSUED FOR BID 2020.04.20

1 ADDENDUM 3 2020.05.15

2 ADDENDUM 4 2020.05.22

3 ADDENDUM 5 2020.05.29

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Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT






5/2

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218301118


G1-003

SHEET INDEX - VOLUME 3 - ARCHITECTURAL (CONT'D)

SHEET

NUMBER AD

DEN

DU

M 5

20

20

.05

.29

AD

DEN

DU

M 4

20

20

.05

.22

AD

DEN

DU

M 3

-2

02

0.0

5.1

5

ISSU

ED

FO

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ID -

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MIT

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1.2

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% C

D -

20

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.11

.21

CO

N -

20

19

.09

.27

60

% D

D/C

D -

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SD

- 2

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9.0

6.2

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SHEET

NUMBER SHEET NAME

A5-001 ● ● ● ● A5-001 EXTERIOR PLAN DETAILS



A5-004 ● ● ● A5-004 EXTERIOR PLAN DETAILS




A5-051 ● ● ● A5-051 EXTERIOR PLAN DETAILS - BRIDGE CC



A5-061 ● ● ● A5-061 EXTERIOR PLAN DETAILS - BRIDGE WPG



A5-101 ● ● ● ● A5-101 EXTERIOR SECTION DETAILS

A5-102 ● ● ● A5-102 EXTERIOR SECTION DETAILS











A5-121 ● ● ● A5-121 EXTERIOR SECTION DETAILS - PENTHOUSE



A5-131 ● ● ● A5-131 EXTERIOR SECTION DETAILS - 3" PUNCH WINDOWS

A5-132 ● ● ● A5-132 EXTERIOR SECTION DETAILS - 3"

A5-151 ● ● ● A5-151 EXTERIOR SECTION DETAILS - BRIDGE CC

A5-152 ● ● ● ● A5-152 EXTERIOR SECTION DETAILS - BRIDGE CC



A5-161 ● ● ● A5-161 EXTERIOR SECTION DETAILS - BRIDGE WPG

A5-162 ● ● ● ● A5-162 EXTERIOR SECTION DETAILS - BRIDGE WPG

A5-170 ● ● ● A5-170 TYP. WALL PENETRATION & ENLARGED DETAILS

A5-171 ● ● ● ● A5-171 TYP. ROOF SECTION DETAILS

A5-201 ● ● ● ● ● A5-201 TYPICAL MOUNTING HEIGHTS

A5-211 ● ● ● A5-211 GRAPHICS - CLINICAL CORRIDOR FILM

A5-212 ● ● ● ● A5-212 GRAPHICS - GLAZING GRADIENTS, WALLCOVERING, & GRAPHICS

A5-221 ● ● ● ● A5-221 ENLARGED FLOORING PATTERNS - 1ST FLOOR

A5-222 ● ● ● A5-222 ENLARGED FLOORING PATTERNS - 1ST FLOOR

A5-223 ● ● ● ● A5-223 ENLARGED FLOORING PATTERNS - 2ND FLOOR

A5-224 ● ● ● ● ● A5-224 ENLARGED FLOORING PATTERNS - TYPICAL FLOOR

A5-231 ● ● ● ● A5-231 ENLARGED ACOUSTICAL PANELS - TYPICAL CENTRAL REGISTRATION

A5-232 ● ● ● ● A5-232 ENLARGED ACOUSTICAL PANELS - TYPICAL CENTRAL REGISTRATION

A5-241 ● ● ● ● A5-241 ENLARGED CEILING RECESSED OPERABLE ACOUSTICAL PARTITION

A5-251 ● ● ● ● A5-251 ENLARGED STACKED OPERABLE ACOUSTICAL PARTITION

A5-301 ● ● ● ● A5-301 INTERIOR DETAILS - 1ST FLOOR - PHARMACY

A5-302 ● ● ● ● A5-302 INTERIOR DETAILS - 1ST FLOOR - PHARMACY

A5-311 ● ● ● ● A5-311 INTERIOR DETAILS - 1ST FLOOR - LOBBY



A5-314 ● ● ● A5-314 INTERIOR DETAILS - 1ST FLOOR - LOBBY


A5-316 ● ● ● ● A5-316 INTERIOR DETAILS - 1ST FLOOR - LOBBY RECEPTION DESK

A5-317 ● ● ● ● A5-317 INTERIOR DETAILS - 1ST FLOOR - LOBBY RECEPTION DESK

A5-321 ● ● ● ● A5-321 INTERIOR DETAILS - 1ST FLOOR - VALET

A5-322 ● ● ● A5-322 INTERIOR DETAILS - 1ST FLOOR - VALET

A5-331 ● ● ● ● A5-331 INTERIOR DETAILS - 2ND FLOOR FORUM

A5-332 ● ● ● ● A5-332 INTERIOR DETAILS - 2ND FLOOR FORUM

A5-333 ● ● ● A5-333 INTERIOR DETAILS - 2ND FLOOR FORUM

A5-334 ● ● ● A5-334 INTERIOR DETAILS - 2ND FLOOR MEETING ROOM

A5-335 ● ● ● ● A5-335 INTERIOR DETAILS - 2ND FLOOR MEETING ROOM/ AV/ SECURITY

A5-336 ● ● ● A5-336 INTERIOR DETAILS - 2ND FLOOR SECURITY

A5-351 ● ● ● ● ● A5-351 INTERIOR DETAILS - WAITING AREA - TYPICAL CHECK-IN KIOSKS

A5-352 ● ● ● ● ● A5-352 INTERIOR DETAILS - WAITING AREA - TYPICAL TV LOUNGE

A5-361 ● ● ● ● A5-361 INTERIOR DETAILS - TYPICAL ELEVATOR LOBBIES

A5-362 ● ● ● ● A5-362 INTERIOR DETAILS - ATYPICAL ELEVATOR LOBBIES - 1ST & 2ND FLOORS

A5-363 ● ● ● ● A5-363 INTERIOR DETAILS - TYPICAL CENTRAL REGISTRATION



A5-366 ● ● ● ● A5-366 INTERIOR DETAILS - 2ND FLOOR CENTRAL REGISTRATION

A5-371 ● ● ● ● A5-371 INTERIOR DETAILS - TYPICAL GREET/CHECK-OUT

A5-372 ● ● ● ● A5-372 INTERIOR DETAILS - TYPICAL GREET/CHECK-OUT

A5-373 ● ● ● ● A5-373 INTERIOR DETAILS - ATYPICAL GREET/CHECK-OUT - 1ST FLOOR

A5-374 ● ● ● A5-374 INTERIOR DETAILS - ATYPICAL GREET/CHECK-OUT - 1ST FLOOR

A5-375 ● ● ● ● A5-375 INTERIOR DETAILS - ATYPICAL GREET/CHECK-OUT - 2ND FLOOR

A5-376 ● ● ● A5-376 INTERIOR DETAILS - ATYPICAL GREET/CHECK-OUT - 2ND FLOOR

A5-381 ● ● ● ● A5-381 INTERIOR DETAILS - TYPICAL CARE TEAM DESK

A5-382 ● ● ● ● A5-382 INTERIOR DETAILS - TYPICAL CARE TEAM DESK

A5-383 ● ● ● ● A5-383 INTERIOR DETAILS - ATYPICAL CARE TEAM DESK - 1ST FLOOR

A5-391 ● ● ● ● A5-391 INTERIOR DETAILS - STAFF LOUNGE & LOCKERS

A5-401 ● ● ● ● A5-401 INTERIOR DETAILS - MISCELLANEOUS

A5-402 ● ● ● ● A5-402 INTERIOR DETAILS - MISCELLANEOUS

A5-405 ● ● ● ● A5-405 INTERIOR DETAILS - FIRE RATED GLAZING SYSTEMS

A5-501 ● ● ● ● A5-501 TYPICAL CEILING DETAILS

A5-502 ● ● ● ● A5-502 TYPICAL CEILING DETAILS

A5-511 ● ● ● ● A5-511 TYPICAL PERIMETER CEILING DETAILS

A5-512 ● ● ● ● A5-512 TYPICAL PERIMETER CEILING DETAILS

A5-513 ● ● ● A5-513 ATYPICAL PERIMETER CEILING DETAILS

A5-601 ● ● ● ● ● ● A5-601 TYPICAL FLOOR TRANSITION DETAILS

A5-602 ● ● ● ● ● A5-602 TYPICAL BASE DETAILS

A5-701 ● ● ● ● ● A5-701 TYPICAL MILLWORK DETAILS




A5-705 ● ● ● A5-705 TYPICAL MILLWORK DETAILS

A6-001 ● ● ● ● ● A6-001 PROJECT SCHEDULES - EXTERIOR FINISHES

A6-002 ● ● ● ● ● A6-002 PROJECT SCHEDULES - INTERIOR FINISHES

A6-003 ● ● ● ● ● ● A6-003 PROJECT SCHEDULES - INTERIOR FINISHES CONT'D & FINISH GROUPS

A6-004 ● ● ● ● ● ● A6-004 PROJECT SCHEDULES - MISCELLANEOUS

A6-011 ● ● ● ● ● A6-011 DOOR & HARDWARE SCHEDULES - 1ST FLOOR

A6-012 ● ● ● ● ● A6-012 DOOR & HARDWARE SCHEDULES - 2ND FLOOR - A

A6-013 ● ● ● ● ● A6-013 DOOR & HARDWARE SCHEDULES - 2ND FLOOR - B

A6-014 ● ● ● ● ● A6-014 DOOR & HARDWARE SCHEDULES - 3RD FLOOR - A

A6-015 ● ● ● ● ● A6-015 DOOR & HARDWARE SCHEDULES - 3RD FLOOR - B

A6-016 ● ● ● ● ● A6-016 DOOR & HARDWARE SCHEDULES - 4TH FLOOR - A

A6-017 ● ● ● ● ● A6-017 DOOR & HARDWARE SCHEDULES - 4TH FLOOR - B

A6-018 ● ● ● ● ● A6-018 DOOR & HARDWARE SCHEDULES - 5TH FLOOR - A

A6-019 ● ● ● ● ● A6-019 DOOR & HARDWARE SCHEDULES - 5TH FLOOR - B

A6-020 ● ● ● ● ● A6-020 DOOR & HARDWARE SCHEDULES - 6TH FLOOR / PH

A6-031 ● ● ● ● ● A6-031 TYPICAL DOOR & FRAME TYPES

A6-032 ● ● ● ● ● A6-032 TYPICAL DOOR DETAILS



A6-041 ● ● ● ● ● A6-041 EXTERIOR WINDOW SCHEDULE

A7-001 ● ● ● ● ● A7-001 TYPICAL INTERIOR PARTITION TYPES - TYPE A THRU G

A7-002 ● ● ● ● ● A7-002 TYPICAL INTERIOR PARTITION TYPES - TYPES J THRU S

A7-003 ● ● ● ● ● A7-003 FIRE STOPPING DETAILS

232

TOTAL SHEETS: 238

SHEET INDEX - VOLUME 3 - ARCHITECTURAL (CONT'D)

SHEET

NUMBER AD

DEN

DU

M 5

20

20

.05

.29

AD

DEN

DU

M 4

20

20

.05

.22

AD

DEN

DU

M 3

-2

02

0.0

5.1

5

ISSU

ED

FO

R B

ID -

20

20

.04

.20

ISSU

ED

FO

R R

EV

OC

AB

LE P

ER

MIT

REV

IEW

- 2

02

0.0

2.2

1

10

0%

CD

- 2

02

0.0

1.2

3

80

% C

D -

20

19

.11

.21

CO

N -

20

19

.09

.27

60

% D

D/C

D -

20

19

.09

.19

SD

- 2

01

9.0

6.2

7

SHEET

NUMBER SHEET NAME







6

A4-200 ● ● ● ● ● A4-200 TYPICAL RESTROOM/SHOWER MOUNTING DETAILS

A4-201 ● ● ● ● ● A4-201 ENLARGED TYPICAL PUBLIC RESTROOMS

A4-202 ● ● ● ● ● A4-202 ENLARGED ATYPICAL PUBLIC RESTROOMS - 1ST FLOOR

A4-203 ● ● ● ● ● A4-203 ENLARGED ATYPICAL PUBLIC RESTROOMS - 2ND FLOOR

A4-211 ● ● ● ● ● A4-211 ENLARGED TYPICAL CLINIC RESTROOMS

A4-212 ● ● ● ● ● A4-212 ENLARGED ATYPICAL CLINIC RESTROOMS - 2ND FLOOR

A4-213 ● ● ● ● ● A4-213 ENLARGED ATYPICAL CLINIC RESTROOMS - 2ND FLOOR

A4-221 ● ● ● ● ● A4-221 ENLARGED TYPICAL STAFF RESTROOMS

A4-222 ● ● ● ● ● A4-222 ENLARGED ATYPICAL STAFF RESTROOMS

A4-231 ● ● ● ● ● A4-231 ENLARGED STAFF SHOWERS

A4-301 ● ● ● ● ● A4-301 ENLARGED CAFE - 1ST FLOOR

A4-302 ● ● ● ● ● A4-302 ENLARGED CAFE - 1ST FLOOR

A4-311 ● ● ● ● ● A4-311 ENLARGED PHARMACY - 1ST FLOOR

A4-312 ● ● ● A4-312 ENLARGED PHARMACY - 1ST FLOOR

A4-313 ● ● ● ● A4-313 ENLARGED PHARMACY - 1ST FLOOR

A4-321 ● ● ● ● ● A4-321 ENLARGED LOBBY - 1ST FLOOR


A4-323 ● ● ● A4-323 ENLARGED LOBBY - 1ST FLOOR

A4-324 ● ● ● ● A4-324 ENLARGED LOBBY - 1ST FLOOR



A4-331 ● ● ● ● ● A4-331 ENLARGED LOBBY - 1ST FLOOR - VALET

A4-341 ● ● ● ● A4-341 ENLARGED LOBBY - 1ST FLOOR - ELEVATOR LOBBY

A4-342 ● ● ● ● A4-342 ENLARGED LOBBY - 1ST FLOOR - ELEVATOR LOBBY

A4-351 ● ● ● ● ● A4-351 ENLARGED WELLNESS - 2ND FLOOR



A4-354 ● ● ● ● ● A4-354 ENLARGED WELLNESS - 2ND FLOOR - FORUM

A4-355 ● ● ● ● ● A4-355 ENLARGED WELLNESS - 2ND FLOOR - FORUM

A4-356 ● ● ● ● ● A4-356 ENLARGED WELLNESS - 2ND FLOOR - MEETING ROOMS

A4-357 ● ● ● ● A4-357 ENLARGED WELLNESS - 2ND FLOOR - MEETING ROOMS

A4-358 ● ● ● ● ● A4-358 ENLARGED WELLNESS - 2ND FLOOR - MEETING ROOMS

A4-359 ● ● ● ● A4-359 ENLARGED WELLNESS - 2ND FLOOR - SMALL MEETING ROOMS

A4-360 ● ● ● ● A4-360 ENLARGED - 2ND FLOOR - MISCELLANEOUS

A4-361 ● ● ● A4-361 ENLARGED WELLNESS - 5TH FLOOR

A4-371 ● ● ● ● ● A4-371 ENLARGED TYPICAL CENTRAL REGISTRATION/ ELEVATOR LOBBY




A4-381 ● ● ● ● A4-381 ENLARGED 2ND FLOOR CENTRAL REGISTRATION

A4-401 ● ● ● ● ● ● A4-401 ENLARGED TYPICAL - GREET/CHECK-OUT

A4-402 ● ● ● ● ● ● A4-402 ENLARGED TYPICAL - GREET/CHECK-OUT

A4-403 ● ● ● ● A4-403 ENLARGED - 1ST FLOOR - GREET/CHECK-OUT

A4-404 ● ● ● ● A4-404 ENLARGED - 1ST FLOOR - GREET/CHECK-OUT

A4-405 ● ● ● ● A4-405 ENLARGED - 2ND FLOOR - GREET/CHECK-OUT

A4-406 ● ● ● ● A4-406 ENLARGED - 2ND FLOOR - GREET/CHECK-OUT

A4-407 ● ● ● ● ● ● A4-407 ENLARGED TYPICAL - CARE TEAM

A4-408 ● ● ● ● ● ● A4-408 ENLARGED TYPICAL - CARE TEAM

A4-409 ● ● ● ● A4-409 ENLARGED - 1ST FLOOR - CARE TEAM

A4-411 ● ● ● ● ● ● A4-411 ENLARGED TYPICAL - TRIAGE/VITALS

A4-412 ● ● ● ● ● ● A4-412 ENLARGED TYPICAL- EXAM

A4-413 ● ● ● ● ● ● A4-413 ENLARGED TYPICAL - PEDIATRIC (PEDS) EXAM

A4-414 ● ● ● ● ● ● A4-414 ENLARGED TYPICAL - BARIATRIC (BAR) EXAM

A4-415 ● ● ● ● A4-415 ENLARGED - 2ND FLOOR - EXAM

A4-416 ● ● ● ● A4-416 ENLARGED - 3RD FLOOR - LARGE EXAM

A4-417 ● ● ● ● A4-417 ENLARGED - 4TH FLOOR - PM&R LARGE EXAM

A4-418 ● ● ● ● ● ● A4-418 ENLARGED TYPICAL - CONSULT

A4-419 ● ● ● ● ● ● A4-419 ENLARGED TYPICAL - BEHAVIORAL HEALTH (BH) CONSULT

A4-420 ● ● ● ● ● ● A4-420 ENLARGED TYPICAL - PROCEDURE

A4-421 ● ● ● ● ● A4-421 ENLARGED - 5TH FLOOR - PODIATRY (POD) PROCEDURE

A4-422 ● ● ● ● ● ● A4-422 ENLARGED TYPICAL - POINT OF CARE (POC) W/ CHASE

A4-423 ● ● ● ● A4-423 ENLARGED TYPICAL - POINT OF CARE (POC)

A4-424 ● ● ● ● ● ● A4-424 ENLARGED TYPICAL - MEDS

A4-425 ● ● ● ● A4-425 ENLARGED - 1ST FLOOR - CONVENIENCE CARE (CC) MEDS

A4-426 ● ● ● ● ● A4-426 ENLARGED - 2ND FLOOR - GERIATRIC (GER) MEDS

A4-427 ● ● ● ● ● A4-427 ENLARGED - 4TH FLOOR - PEDIATRIC (PEDS) MEDS & GH MEDS

A4-428 ● ● ● ● ● A4-428 ENLARGED - 5TH FLOOR - JOSLIN MEDS

A4-429 ● ● ● ● ● ● A4-429 ENLARGED TYPICAL - SOILED HOLD

A4-430 ● ● ● ● ● ● A4-430 ENLARGED TYPICAL - CLEAN STOR

A4-431 ● ● ● ● ● A4-431 ENLARGED - 2ND FLOOR - CLEAN STOR & SOILED HOLD

A4-432 ● ● ● ● ● A4-432 ENLARGED TYPICAL - SMALL PRECEPT

A4-433 ● ● ● ● ● A4-433 ENLARGED TYPICAL - SMALL PRECEPT

A4-434 ● ● ● ● ● A4-434 ENLARGED TYPICAL - LARGE PRECEPT

A4-435 ● ● ● ● ● A4-435 ENLARGED TYPICAL - LARGE PRECEPT

A4-436 ● ● ● ● ● ● A4-436 ENLARGED - 1ST FLOOR - INFUSION

A4-437 ● ● ● ● ● A4-437 ENLARGED - 1ST FLOOR - OPHTHALMOLOGY/ENT EXAM

A4-438 ● ● ● ● ● A4-438 ENLARGED - 1ST FLOOR - DENTAL TREATMENT

A4-439 ● ● ● ● ● A4-439 ENLARGED - 2ND FLOOR - GOWNED WAITING

A4-440 ● ● ● ● ● A4-440 ENLARGED - 2ND FLOOR - PREP ROOM

A4-441 ● ● ● ● ● A4-441 ENLARGED - 2ND FLOOR - PREP ROOM

A4-442 ● ● ● ● ● A4-442 ENLARGED - 2ND FLOOR - CT

A4-443 ● ● ● ● ● A4-443 ENLARGED - 2ND FLOOR - CT

A4-444 ● ● ● ● ● A4-444 ENLARGED - 2ND FLOOR - X-RAY

A4-445 ● ● ● ● ● A4-445 ENLARGED - 2ND FLOOR - X-RAY

A4-446 ● ● ● ● ● A4-446 ENLARGED - 2ND FLOOR - MRI

A4-447 ● ● ● ● ● A4-447 ENLARGED - 2ND FLOOR - MRI

A4-448 ● ● ● ● ● A4-448 ENLARGED - 2ND FLOOR - ULTRASOUND

A4-449 ● ● ● ● A4-449 ENLARGED - 2ND FLOOR - DECON / STERILE

A4-450 ● ● ● ● ● A4-450 ENLARGED - 2ND FLOOR - BLOOD DRAW

A4-451 ● ● A4-451 ENLLARGED - 2ND FLOOR -BARIATRIC (BAR)/ INFANT BLOOD DRAW

A4-452 ● ● ● ● ● A4-452 ENLARGED - 2ND FLOOR - LAB PROCESSING

A4-453 ● ● ● ● ● A4-453 ENLARGED - 2ND FLOOR - PHYSICAL THERAPY

A4-454 ● ● ● ● ● A4-454 ENLARGED - 2ND FLOOR - PHYSICAL THERAPY

A4-455 ● ● ● ● A4-455 ENLARGED - 3RD FLOOR - TRIAGE/ VITALS/ BLOOD DRAW

A4-456 ● ● ● ● ● A4-456 ENLARGED - 4TH FLOOR - TOY CLEAN

A4-457 ● ● ● ● ● A4-457 ENLARGED - 5TH FLOOR - DECON / STERILE

A4-458 ● ● ● ● ● A4-458 ENLARGED - 5TH FLOOR - DEXA

A4-461 ● ● ● ● A4-461 ENLARGED MISC CLINICAL ELEVATIONS

A4-462 ● ● ● A4-462 ENLARGED MISC CLINICAL ELEVATIONS

A4-471 ● ● ● ● A4-471 ENLARGED INTERIOR (CW2) CURTAINWALL FURRING ELEVATIONS

A4-472 ● ● ● ● A4-472 ENLARGED INTERIOR (CW2) CURTAINWALL FURRING ELEVATIONS

A4-501 ● ● ● ● ● A4-501 ENLARGED TYPICAL OFFSTAGE - TEAMING/WELLNESS ROOM

A4-502 ● ● ● ● ● A4-502 ENLARGED TYPICAL OFFSTAGE - TEAMING/ENCLAVE ROOM / COPY

A4-503 ● ● ● ● ● A4-503 ENLARGED TYPICAL OFFSTAGE - STAFF LOUNGE

A4-504 ● ● ● ● ● A4-504 ENLARGED OFFSTAGE - 1ST FLOOR STAFF LOUNGE

A4-505 ● ● ● ● ● A4-505 ENLARGED TYPICAL OFFSTAGE - PRIVATE OFFICES

A4-506 ● ● ● ● ● A4-506 ENLARGED OFFSTAGE - LOCKERS

A4-511 ● ● ● ● ● A4-511 ENLARGED MISC OFFSTAGE ELEVATIONS

A4-512 ● ● ● A4-512 ENLARGED OFFSTAGE CORRIDOR ELEVATIONS

A4-601 ● ● ● ● A4-601 ENLARGED BOH ROOMS

A4-602 ● ● ● ● ● A4-602 ENLARGED BOH ROOMS








2 ADDENDUM 4 2020.05.22

3 ADDENDUM 5 2020.05.29

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT






5/2

9/2

02

0 5

:42:0

0 P

M

3


218301118


G1-004

SHEET INDEX - VOLUME 4 - MECHANICAL - PLUMBING / MED GAS - FIRE PROTECTION

SHEET

NUMBER AD

DEN

DU

M 5

20

20

.05

.29

AD

DEN

DU

M 4

20

20

.05

.22

AD

DEN

DU

M 3

- 2

02

0.0

5.1

5

ISSU

ED

FO

R B

ID -

20

20

.04

.20

ISSU

ED

FO

R R

EV

OC

AB

LE P

ER

MIT

REV

IEW

- 2

02

0.0

2.2

1

10

0%

CD

- 2

02

0.0

1.2

3

80

% C

D -

20

19

.11

.21

CO

N -

20

19

.09

.27

60

% D

D/C

D -

20

19

.09

.19

SD

- 2

01

9.0

6.2

7

SHEET

NUMBER SHEET NAME

P0-101 ● ● ● ● ● ● P0-101 PLUMBING LEGEND

P1-101 ● ● ● ● ● ● P1-101 PLUMBING FIXTURE SCHEDULES

P1-102 ● ● ● ● ● ● P1-102 PLUMBING SCHEDULES

P2-101 A ● ● ● ● ● ● ● P2-101 A PLUMBING SUPPLY - 1ST FLOOR PLAN - A

P2-101 B ● ● ● ● ● ● ● P2-101 B PLUMBING SUPPLY - 1ST FLOOR PLAN - B

P2-102 A ● ● ● ● ● P2-102 A PLUMBING SUPPLY - 2ND FLOOR PLAN - A

P2-102 B ● ● ● ● ● P2-102 B PLUMBING SUPPLY - 2ND FLOOR PLAN - B

P2-103 A ● ● ● ● ● ● P2-103 A PLUMBING SUPPLY - 3RD FLOOR PLAN - A

P2-103 B ● ● ● ● ● ● P2-103 B PLUMBING SUPPLY - 3RD FLOOR PLAN - B

P2-104 A ● ● ● ● ● P2-104 A PLUMBING SUPPLY - 4TH FLOOR PLAN - A

P2-104 B ● ● ● ● ● P2-104 B PLUMBING SUPPLY - 4TH FLOOR PLAN - B

P2-105 A ● ● ● ● ● P2-105 A PLUMBING SUPPLY - 5TH FLOOR PLAN - A

P2-105 B ● ● ● ● ● P2-105 B PLUMBING SUPPLY - 5TH FLOOR PLAN - B

P2-106 A ● ● ● ● ● ● ● ● P2-106 A PLUMBING SUPPLY - PENTHOUSE PLAN - A

P2-106 B ● ● ● ● ● ● ● ● P2-106 B PLUMBING SUPPLY - PENTHOUSE PLAN - B

P2-107 A ● ● ● ● ● ● P2-107 A PLUMBING SUPPLY - ROOF PLAN - A

P2-107 B ● ● ● ● ● ● P2-107 B PLUMBING SUPPLY - ROOF PLAN - B

P3-100 A ● ● ● ● ● ● ● P3-100 A PLUMBING DRAINAGE - UNDERGROUND PLAN - A

P3-100 B ● ● ● ● ● ● P3-100 B PLUMBING DRAINAGE - UNDERGROUND PLAN - B

P3-101 A ● ● ● ● ● ● P3-101 A PLUMBING DRAINAGE - 1ST FLOOR PLAN - A

P3-101 B ● ● ● ● ● ● P3-101 B PLUMBING DRAINAGE - 1ST FLOOR PLAN - B

P3-102 A ● ● ● ● ● P3-102 A PLUMBING DRAINAGE - 2ND FLOOR PLAN - A

P3-102 B ● ● ● ● ● P3-102 B PLUMBING DRAINAGE - 2ND FLOOR PLAN - B

P3-103 A ● ● ● ● ● ● P3-103 A PLUMBING DRAINAGE - 3RD FLOOR PLAN - A

P3-103 B ● ● ● ● ● ● P3-103 B PLUMBING DRAINAGE - 3RD FLOOR PLAN - B

P3-104 A ● ● ● ● ● P3-104 A PLUMBING DRAINAGE - 4TH FLOOR PLAN - A

P3-104 B ● ● ● ● ● P3-104 B PLUMBING DRAINAGE - 4TH FLOOR PLAN - B

P3-105 A ● ● ● ● ● P3-105 A PLUMBING DRAINAGE - 5TH FLOOR PLAN - A

P3-105 B ● ● ● ● ● P3-105 B PLUMBING DRAINAGE - 5TH FLOOR PLAN - B

P3-106 A ● ● ● ● ● ● P3-106 A PLUMBING DRAINAGE - PENTHOUSE PLAN - A

P3-106 B ● ● ● ● ● ● P3-106 B PLUMBING DRAINAGE - PENTHOUSE PLAN - B

P3-107 A ● ● ● ● ● P3-107 A PLUMBING DRAINAGE - ROOF PLAN - A

P3-107 B ● ● ● ● ● P3-107 B PLUMBING DRAINAGE - ROOF PLAN - B

P3-701 ● ● ● ● ● P3-701 PLUMBING DRAINAGE - BRIDGE PLANS - CC

P3-705 ● ● ● ● ● P3-705 PLUMBING DRAINAGE - BRIDGE PLANS - WPG

P4-101 A ● ● ● ● ● ● P4-101 A MEDICAL GAS - 1ST FLOOR PLAN - A

P4-101 B ● ● ● ● ● ● P4-101 B MEDICAL GAS - 1ST FLOOR PLAN - B

P4-102 A ● ● ● ● ● P4-102 A MEDICAL GAS - 2ND FLOOR PLAN - A

P4-102 B ● ● ● ● ● P4-102 B MEDICAL GAS - 2ND FLOOR PLAN - B

P4-103 A ● ● ● ● ● ● P4-103 A MEDICAL GAS - 3RD FLOOR PLAN - A

P4-103 B ● ● ● ● ● ● P4-103 B MEDICAL GAS - 3RD FLOOR PLAN - B

P4-104 A ● ● ● ● ● P4-104 A MEDICAL GAS - 4TH FLOOR PLAN - A

P4-104 B ● ● ● ● ● P4-104 B MEDICAL GAS - 4TH FLOOR PLAN - B

P4-105 A ● ● ● ● ● P4-105 A MEDICAL GAS - 5TH FLOOR PLAN - A

P4-105 B ● ● ● ● ● P4-105 B MEDICAL GAS - 5TH FLOOR PLAN - B

P4-106 A ● ● ● ● ● ● ● P4-106 A MEDICAL GAS - PENTHOUSE PLAN - A

P4-107 A ● ● ● ● ● P4-107 A MEDICAL GAS - ROOF PLAN - A

P4-107 B ● ● ● P4-107 B MEDICAL GAS - ROOF PLAN - B

P5-101 ● ● ● ● ● ● P5-101 PLUMBING DETAILS

P5-102 ● ● ● ● ● ● P5-102 PLUMBING DETAILS

P5-103 ● ● ● ● ● ● ● P5-103 PLUMBING DETAILS

P5-104 ● ● ● P5-104 PLUMBING DETAILS - BFP

P6-101 ● ● ● ● ● ● P6-101 DOMESTIC WATER RISER DIAGRAM

P6-102 ● ● ● P6-102 DOMESTIC WATER RISER DIAGRAM

P6-103 ● ● ● P6-103 DOMESTIC WATER RISER DIAGRAM

P7-101 ● ● ● ● ● ● P7-101 MEDICAL GAS RISER DIAGRAM

P7-102 ● ● ● ● ● ● P7-102 FUEL GAS RISER DIAGRAM

P8-101 ● ● ● ● P8-101 SANITARY WASTE AND VENT RISER DIAGRAM




P9-101 ● ● ● ● ● P9-101 RAINWATER RISER DIAGRAM

62

FP0-101 ● ● ● ● ● ● FP0-101 FIRE PROTECTION LEGEND AND SCHEDULES

FP1-101 A ● ● ● ● ● ● ● FP1-101 A FIRE PROTECTION - 1ST FLOOR PLAN - A

FP1-101 B ● ● ● ● ● ● ● FP1-101 B FIRE PROTECTION - 1ST FLOOR PLAN - B

FP1-102 A ● ● ● ● ● FP1-102 A FIRE PROTECTION - 2ND FLOOR PLAN - A

FP1-102 B ● ● ● ● ● FP1-102 B FIRE PROTECTION - 2ND FLOOR PLAN - B

FP1-103 A ● ● ● ● ● ● FP1-103 A FIRE PROTECTION - 3RD FLOOR PLAN - A

FP1-103 B ● ● ● ● ● ● FP1-103 B FIRE PROTECTION - 3RD FLOOR PLAN - B

FP1-104 A ● ● ● ● ● FP1-104 A FIRE PROTECTION - 4TH FLOOR PLAN - A

FP1-104 B ● ● ● ● ● FP1-104 B FIRE PROTECTION - 4TH FLOOR PLAN - B

FP1-105 A ● ● ● ● ● FP1-105 A FIRE PROTECTION - 5TH FLOOR PLAN - A

FP1-105 B ● ● ● ● ● FP1-105 B FIRE PROTECTION - 5TH FLOOR PLAN - B

FP1-106 A ● ● ● ● ● ● ● FP1-106 A FIRE PROTECTION - PENTHOUSE / MAIN ROOF PLAN - A

FP1-106 B ● ● ● ● ● ● ● FP1-106 B FIRE PROTECTION - PENTHOUSE / MAIN ROOF PLAN - B

FP1-701 ● ● ● ● ● FP1-701 FIRE PROTECTION - BRIDGE PLANS - CC

FP1-705 ● ● ● ● ● FP1-705 FIRE PROTECTION - BRIDGE PLANS - WPG

FP2-101 ● ● ● ● ● ● FP2-101 FIRE PROTECTION DETAILS

FP2-102 ● ● ● ● ● ● FP2-102 FIRE PROTECTION DETAILS

FP3-101 ● ● ● ● ● ● FP3-101 FIRE PROTECTION RISER DIAGRAM

18

TOTAL SHEETS: 148

SHEET INDEX - VOLUME 4 - MECHANICAL - PLUMBING / MED GAS - FIRE PROTECTION

SHEET

NUMBER AD

DEN

DU

M 5

20

20

.05

.29

AD

DEN

DU

M 4

20

20

.05

.22

AD

DEN

DU

M 3

- 2

02

0.0

5.1

5

ISSU

ED

FO

R B

ID -

20

20

.04

.20

ISSU

ED

FO

R R

EV

OC

AB

LE P

ER

MIT

REV

IEW

- 2

02

0.0

2.2

1

10

0%

CD

- 2

02

0.0

1.2

3

80

% C

D -

20

19

.11

.21

CO

N -

20

19

.09

.27

60

% D

D/C

D -

20

19

.09

.19

SD

- 2

01

9.0

6.2

7

SHEET

NUMBER SHEET NAME







6

M0-101 ● ● ● ● ● ● M0-101 HVAC SYMBOLS AND ABBREVIATIONS

M1-101 ● ● ● ● ● ● ● M1-101 HVAC SCHEDULES - 1

M1-102 ● ● ● ● ● ● M1-102 HVAC SCHEDULES - 2

M1-103 ● ● ● ● ● ● M1-103 HVAC SCHEDULES - 3

M1-104 ● ● ● ● ● M1-104 HVAC SCHEDULES - 4

M1-105 ● ● ● ● M1-105 HVAC SCHEDULES - 5

M1-106 ● ● ● ● M1-106 HVAC SCHEDULES - 6

M2-101A ● ● ● ● ● ● ● ● M2-101A HVAC DUCTWORK - 1ST FLOOR - PART A

M2-101B ● ● ● ● ● ● ● M2-101B HVAC DUCTWORK - 1ST FLOOR - PART B

M2-102A ● ● ● ● ● ● M2-102A HVAC DUCTWORK - 2ND FLOOR - PART A

M2-102B ● ● ● ● ● ● M2-102B HVAC DUCTWORK - 2ND FLOOR - PART B

M2-103A ● ● ● ● ● ● M2-103A HVAC DUCTWORK - 3RD FLOOR - PART A

M2-103B ● ● ● ● ● ● M2-103B HVAC DUCTWORK - 3RD FLOOR - PART B

M2-104A ● ● ● ● ● ● M2-104A HVAC DUCTWORK - 4TH FLOOR - PART A

M2-104B ● ● ● ● ● ● M2-104B HVAC DUCTWORK - 4TH FLOOR - PART B

M2-105A ● ● ● ● ● ● M2-105A HVAC DUCTWORK - 5TH FLOOR - PART A

M2-105B ● ● ● ● ● ● M2-105B HVAC DUCTWORK - 5TH FLOOR - PART B

M2-106A ● ● ● ● ● ● ● M2-106A HVAC DUCTWORK - 6TH FLOOR - PART A

M2-106B ● ● ● ● ● ● ● M2-106B HVAC DUCTWORK - 6TH FLOOR - PART B

M2-107A ● ● ● ● ● ● ● M2-107A HVAC DUCTWORK - ROOF - PART A

M2-107B ● ● ● ● ● ● M2-107B HVAC DUCTWORK - ROOF - PART B

M2-108 ● ● ● ● ● ● M2-108 HVAC DUCTWORK - 2ND FLOOR BRIDGE

M3-101A ● ● ● ● ● ● ● ● M3-101A HVAC PIPING - 1ST FLOOR - PART A

M3-101B ● ● ● ● ● ● ● ● M3-101B HVAC PIPING - 1ST FLOOR - PART B

M3-102A ● ● ● ● ● ● ● M3-102A HVAC PIPING - 2ND FLOOR - PART A

M3-102B ● ● ● ● ● ● ● M3-102B HVAC PIPING - 2ND FLOOR - PART B

M3-103A ● ● ● ● ● ● M3-103A HVAC PIPING - 3RD FLOOR - PART A

M3-103B ● ● ● ● ● ● M3-103B HVAC PIPING - 3RD FLOOR - PART B

M3-104A ● ● ● ● ● ● M3-104A HVAC PIPING - 4TH FLOOR - PART A

M3-104B ● ● ● ● ● ● ● M3-104B HVAC PIPING - 4TH FLOOR - PART B

M3-105A ● ● ● ● ● ● ● M3-105A HVAC PIPING - 5TH FLOOR - PART A

M3-105B ● ● ● ● ● ● M3-105B HVAC PIPING - 5TH FLOOR - PART B

M3-106A ● ● ● ● ● ● ● M3-106A HVAC PIPING - 6TH FLOOR - PART A

M3-106B ● ● ● ● ● ● ● M3-106B HVAC PIPING - 6TH FLOOR - PART B

M3-107 ● ● ● ● ● ● M3-107 HVAC PIPING - 2ND FLOOR BRIDGE

M4-101 ● ● ● ● ● ● ● M4-101 HVAC HOT WATER FLOW DIAGRAM

M4-102 ● ● ● ● ● ● M4-102 HVAC HOT WATER FLOW DIAGRAM RADIANT PANEL SYSTEM

M4-103 ● ● ● ● ● ● ● M4-103 HVAC CHILLED AND CONDENSER WATER FLOW DIAGRAM

M4-104 ● ● ● ● ● ● M4-104 HVAC AIRFLOW DIAGRAM - WEST

M4-105 ● ● ● ● ● ● M4-105 HVAC AIRFLOW DIAGRAM - EAST

M5-101 ● ● ● ● ● M5-101 HVAC DETAILS - 1 OF 5




M5-105 ● ● ● ● M5-105 HVAC DETAILS - 5 OF 5

M5-106 ● ● ● ● ● ● ● ● M5-106 PREFABRICATED CHILLED AND HEATING WATER PLANTS 1 OF 2

M5-107 ● ● ● ● ● ● M5-107 PREFABRICATED CHILLED AND HEATING WATER PLANTS 2 OF 2

M5-108 ● ● ● ● ● ● M5-108 FACTORY BUILT-UP AIR-HANDLING UNIT DETAILS SHEET 1 OF 2

M5-109 ● ● ● ● M5-109 FACTORY BUILT-UP AIR-HANDLING UNIT DETAILS SHEET 2 OF 2

M6-101 ● ● ● ● ● M6-101 HVAC AUTOMATIC TEMPERATURE CONTROLS - SHEET 1 OF 13

M6-102 ● ● ● ● M6-102 HVAC AUTOMATIC TEMPERATURE CONTROLS - SHEET 2 OF 13





M6-107 ● ● ● ● ● ● M6-107 HVAC AUTOMATIC TEMPERATURE CONTROLS - SHEET 7 OF 13

M6-108 ● ● ● ● ● ● M6-108 HVAC AUTOMATIC TEMPERATURE CONTROLS - SHEET 8 OF 13





M6-113 ● M6-113 HVAC AUTOMATIC TEMPERATURE CONTROLS - SHEET 13 OF 13

62








1 ADDENDUM 3 2020.05.15

2 ADDENDUM 4 2020.05.22

3 ADDENDUM 5 2020.05.29

2

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT






5/2

9/2

02

0 2

:43:3

5 P

M

3

PROJECT SCHEDULES - MISCELLANEOUS

218301118


A6-004

ACCESSORY SCHEDULE (A-#)

MARK DESCRIPTION MANUFACTURER MODEL FINISH DIMENSIONS COMMENTS

A-02 RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT INC. B-43944 BRUSHED STAINLESS STEEL 56-1/4" (H) X 17-7/16" (W) TYPICAL AT ALL TOILET ROOMS

A-03 RECESSED BABY CHANGING STATION KOALA KARE PRODUCTS KB110-SSRE BRUSHED STAINLESS STEEL 23" (H) X 37" (W) TYPICAL AT ALL PUBLIC TOILET ROOMS

A-04 TOILET SEAT-COVER AND TOILET TISSUE DISPENSER BOBRICK WASHROOM EQUIPMENT INC. B-3574(5) BRUSHED STAINLESS STEEL 30-5/8" (H) X 17-3/16" (W) TYPICAL AT ALL TOILET ROOMS

A-05 SWING-UP GRAB BAR BOBRICK WASHROOM EQUIPMENT INC. B-4998 BRUSHED STAINLESS STEEL 29" (L) TYPICAL AT ALL CLINICAL TOILETS - PROVIDE WITH BLOCKINGTO SUPPORT 350# LOAD

A-06 ADA TOILET GRAB BARS WITH SNAP FLANGE BOBRICK WASHROOM EQUIPMENT INC. B-5806 SERIES BRUSHED STAINLESS STEEL SEE ELEVATIONS TYPICAL AT ALL TOILET ROOMS - PROVIDE WITH BLOCKING TOSUPPORT 350# LOAD

A-07 SURFACE-MOUNTED SINGLE ROBE HOOK BOBRICK WASHROOM EQUIPMENT INC. B-6717 SATIN STAINLESS STEEL 2" (H) X 2" (W) X 2" (D)

A-08 RECESSED SPECIMEN PASS-THROUGH CABINET BOBRICK WASHROOM EQUIPMENT INC. B-505 BRUSHED STAINLESS STEEL 10-7/8" (H) X 11-1/2" (W) TYPICAL AT ALL CLINICAL TOILETS ADJACENT TO POC

A-11 ADA SHOWER SEAT BOBRICK WASHROOM EQUIPMENT INC. B-5181 WHITE PHENOLIC / STAINLESSSTEEL

33"(W) X 20-15/16" (D) TYPICAL AT STAFF SHOWERS

A-12 SHOWER CURTAIN, HOOKS AND ROD BOBRICK WASHROOM EQUIPMENT INC. B-204-1 / B-204-3 / B-207 WHITE / SATIN STAINLESSSTEEL

SEE ELEVATIONS TYPICAL AT STAFF SHOWERS

A-13 SECURITY GRAB BARS BRADLEY CORPORATION C1030200 BRUSHED STAINLESS STEEL SEE ELEVATIONS DETENTION GRADE

A-14 SECURITY BENCH WITH CUFF RINGS NORIX IBF 48 STEEL - GRAY 48" (W) DETENTION GRADE

A-15 STAFF LOCKERS HOLLMAN MODEL Z1 - SEE ELEVATION PHENOLIC - SEE ELEVATIONS 6'-7" (H) X 15" (W) X 18" (D) CUSTOM COLOR PHENOLIC TO MATCH SPECIFIED PLASTICLAMINATE - SEE ELEVATIONS FOR LAMINATE TYPES - PROVIDEFILLER PANELS AS NOTED - COORDINATE WITH MILLWORKSCOPE - PROVIDE WITH KEYLESS PADLOCK HASP

A-16 PHARMACY LOCKERS HOLLMAN MODEL F - SEE ELEVATION PHENOLIC TO MATCH PL14 6' (H) X 12" (W) X 12" (D) PROVIDE FILLER PANELS AS NOTED - PROVIDE WITH KEYLESSPADLOCK HASP - BASE TO BE PROVIDED BY LOCKERMANUFACTURER

A-17 STAFF LOCKERS HOLLMAN MODEL C1 - SEE ELEVATION PHENOLIC TO MATCH PL14 6'-7" (H) X 16" (W) X 18" (D) PROVIDE FILLER PANELS AS NOTED - PROVIDE WITH KEYLESSPADLOCK HASP - BASE TO BE PROVIDED BY LOCKERMANUFACTURER

A-18 CLINICAL AND STAFF SHOWER LOCKERS HOLLMAN MODEL C1 - SEE ELEVATION PHENOLIC - SEE ELEVATIONS 6'-7" (H) X 14" (W) X 18" (D) PROVIDE FILLER PANELS AS NOTED - PROVIDE WITH DIGILOCKAT CLINICAL SPACES - BASE TO BE PROVIDED BY LOCKERMANUFACTURER

A-19 SURFACE MOUNTED PAPER TOWEL DISPENSER BOBRICK WASHROOM EQUIPMENT INC. B-4262 BRUSHED STAINLESS STEEL 13-1/2" (H) X 10-13/16" (W) TYPICAL AT STAFF LOUNGE

A-20 SURFACE MOUNTED BABY CHANGING STATION BOBRICK WASHROOM EQUIPMENT INC. KB110-SSWM BRUSHED STAINLESS STEEL 20" (H) X 35-1/4" (W) PROVIDE AT ROOMS 5A24 AND 5A33

MILLWORK HARDWARE SCHEDULE (M-#)

MARK DESCRIPTION MANUFACTURER PRODUCT NAME PRODUCT NUMBER COLOR / FINISH COMMENTS

M1 BACK-MOUNTED TAB PULLS 3" (HORIZONTAL) MOCKETT 3" TAB DRAWER PULL DP3A OPTION B, 3/32" DEEP DP3SITS FLUSH ON TOP OFDRAWER DOOR.

SATIN CHROME AT ALL SMALL CABINETS (UNDER 4'-0" HIGH), TO BE PLACED @ 31/4" O.C. FROM EDGE OF OPENING SIDE, OR ON C.L. OFCABINETS FOR TRASH, RECYCLING, AND SHREDDER.

M2 BACK-MOUNTED TAB PULLS 6" (VERTICAL) MOCKETT 6" TAB DRAWER PULL DP3C OPTION B, 3/32" DEEPDP3 SITS FLUSH ON TOP OFDRAWER DOOR.

SATIN CHROME AT ALL CABINETS TALLER THAN 4'-0" HIGH. REFER TOELEVATION FOR LOCATION OF PULL.

M3 METAL GROMMETS FOR CABLE MANAGEMENT THROUGH COUNTERTOPS MOCKETT METAL BRUSH DESK GROMMET MBG1/B, 3-5/32" METALLIC SILVER AT ALL SOLID SURFACE COUNTER TOPS, NOT INCLUDINGGREET/CHECKOUT COUNTERS AND DESKS THAT CALL FORCUSTOM CUT GROMMETS. SEE PLANS AND ENLARGED PLANSFOR LOCATIONS OF GROMMETS.

M4 CONCEALED HINGES (EUROPEAN TYPE) - CONCEALED HINGE - NICKEL-PLATED SEE SPECIFICATIONS

M5 STAR GROMMET MOCKETT FLEX GROMMET FLX1 BLACK AT ALL TV LOUNGE MILLWORK

M6 DRAWER SLIDES - HEAVY DUTY - GRADE 1HD-100 AND GRADE1HD-200

- SATIN CHROME AT ALL TYPICAL DRAWERS

M7 DRAWER SLIDES - HEAVY DUTY HAFELE WASTE BIN, HAILO US CARGO21

HAILO US CARGO 21 SILVER AT ALL TRASH AND RECYCLING DRAWERS; FULL EXTENSIONWITH OVERTRAVEL, SIDE-MOUNTED, SOFT-CLOSE

M8 DRAWER SLIDES - HEAVY DUTY ACCURIDE 3800 SLIDE SERIES - HEAVYDUTY TOUCH RELEASE

3832EHDTR CLEAR ZINC AT ALL PRINTER DRAWER, POSTER DISPLAY CABINET, AND TVLOUNGE MEDIA TRAY; PUSH TO OPEN.

M9 WIRE DRAWER PULL 4 5/32" (HORIZONTAL) MOCKETT 4 5/32" WIRE PULL DP57B SATIN STAINLESS STEEL AT ALL PRINTER DRAWERS, TO BE PLACE ON C.L. OF CABINET.

M10 DOOR LOCKS - CAM LOCK HAFELE MODULAR REMOVABLE CORELOCKING SYSTEM - SYMO 3000

235.59.600 NICKEL-PLATED SEE ENLARGED ELEVATIONS FOR "LOCKABLE CABINETS".KEYING TO BE COORDINATED WITH OWNER.

M11 DOOR LOCKS - PUNCH LOCK GOKEYLESS CODELOCKS KITLOCKSHORIZONTAL ELECTRONICCABINET LOCK

KL1000 SILVER GREY TO BE PROVIDED AT ALL CLINICAL AREAS REQUIRING LOCKS -SEE ENLARGED CLINIC ELEVATIONS FOR "LOCKABLECABINETS". KEYING TO BE COORDINATED WITH OWNER.

M12 UNDER COUNTER BRACKET HAFELE 8"X12" 287.77.001 SPEED BRACE WHITE TO BE PROVIDED AT ALL 16" MAX COUNTERS, TO BE PLACED 48"MAX O.C.



M15 SHELF BRACKET HAFELE 8"X12" 287.77.001 SPEED BRACE WHITE TO BE PROVIDED AT ALL 16" MAX COUNTERS, TO BE PLACED 48"MAX O.C.

M16 TRACK SHELVING KNAPE & VOGT 82/182 SERIES HEAVY-DUTYSTANDARD AND BRACKETSYSTEM

VARIES DEPENDING ONLENGTH

WHITE TO BE PROVIDED AT EVS STORAGE.

M17 COUNTER CLEAT RAKKS 24" CLEAT STOCK EHCS-24W/P OFF-WHITE/PRIMED TO BE PROVIDED AT DMS COUNTER.

M18 SHELF RESTS - SHELF RESTS - SATIN CHROME SEE SPECIFICATIONS

M19 PIVOT DOOR SLIDE - HEAVY DUTY KNAPE & VOGT POCKET DOOR SLIDE 8091/92 STEEL TO BE PROVIDED AT AV CABINETS

WALL PROTECTION SCHEDULE

MARK DESCRIPTION MANUFACTURER PRODUCT NAME / NUMBER DIMENSIONS COLOR / FINISH NOTES

CG1 CORNER GUARD CONSTRUCTION SPECIALTIES TFC CORNER GUARD - ACROVYN 4000 3" LEGS - 28" UNIT HEIGHT #934 - PEARL - SUEDE TEXTURE T.O. CG TO BE AT 34" AFF

CG2 CORNER GUARD CONSTRUCTION SPECIALTIES TFC CORNER GUARD - ACROVYN 4000 3" LEGS - 28" UNIT HEIGHT #305 - MUSHROOM - SUEDE TEXTURE T.O. CG TO BE AT 34" AFF

CG11 CORNER GUARD CONSTRUCTION SPECIALTIES TFC CORNER GUARD - ACROVYN 4000 3" LEGS - FULL HEIGHT #934 - PEARL - SUEDE TEXTURE B.O. CG TO BE MOUNTED ABOVE BASE

CG12 CORNER GUARD CONSTRUCTION SPECIALTIES TFC CORNER GUARD - ACROVYN 4000 3" LEGS - FULL HEIGHT #305 - MUSHROOM - SUEDE TEXTURE B.O. CG TO BE MOUNTED ABOVE BASE

CG13 CORNER GUARD CONSTRUCTION SPECIALTIES TFC CORNER GUARD - ACROVYN 4000 3" LEGS - FULL HEIGHT #314 - OZARK - SUEDE TEXTURE B.O. CG TO BE MOUNTED ABOVE BASE

GB1 GRAB BAR CONSTRUCTION SPECIALTIES HRB-35N - ACROVYN 4000 3-1/2" BODY #934 - PEARL - SUEDE TEXTURE T.O. GB TO BE AT 36" AFF

GB2 GRAB BAR CONSTRUCTION SPECIALTIES HRB-35N - ACROVYN 4000 3-1/2" BODY #305 - MUSHROOM - SUEDE TEXTURE T.O. GB TO BE AT 36" AFF

RCG RUBBER CORNER GUARD SUREGUARD RUBBER CORNER GUARD 4" (W) x 0.3" THICKNESS - FULL HEIGHT YELLOW AND BLACK B.O. CG TO BE MOUNTED ABOVE BASE

RS1 RUB STRIP CONSTRUCTION SPECIALTIES .040" ACROVYN RUBSTRIPS - ACROVYN 4000 6" UNIT HEIGHT #934 - PEARL - SUEDE TEXTURE T.O. RS TO BE AT 34" AFF - EXTEND TO FULL WIDTH OF WALL, UNO

RS2 RUB STRIP CONSTRUCTION SPECIALTIES .040" ACROVYN RUBSTRIPS - ACROVYN 4000 6" UNIT HEIGHT #305 - MUSHROOM - SUEDE TEXTURE T.O. RS TO BE AT 34" AFF - EXTEND TO FULL WIDTH OF WALL, UNO

WC1 WALL CAP CONSTRUCTION SPECIALTIES TFCH CHANNEL GUARD - ACROVYN 4000 3" LEGS - 28" UNIT HEIGHT #934 - PEARL - SUEDE TEXTURE T.O. WC TO BE AT 34" AFF

WC2 WALL CAP CONSTRUCTION SPECIALTIES TFCH CHANNEL GUARD - ACROVYN 4000 3" LEGS - 28" UNIT HEIGHT #305 - MUSHROOM - SUEDE TEXTURE T.O. WC TO BE AT 34" AFF

WC11 WALL CAP CONSTRUCTION SPECIALTIES TFCH CHANNEL GUARD - ACROVYN 4000 3" LEGS - FULL HEIGHT #934 - PEARL - SUEDE TEXTURE B.O. WC TO BE MOUNTED ABOVE BASE

WC12 WALL CAP CONSTRUCTION SPECIALTIES TFCH CHANNEL GUARD - ACROVYN 4000 3" LEGS - FULL HEIGHT #305 - MUSHROOM - SUEDE TEXTURE B.O. WC TO BE MOUNTED ABOVE BASE

WC13 WALL CAP CONSTRUCTION SPECIALTIES TFCH CHANNEL GUARD - ACROVYN 4000 3" LEGS - FULL HEIGHT #314 - OZARK - SUEDE TEXTURE B.O. WC TO BE MOUNTED ABOVE BASE

WP2 WALL PANEL CONSTRUCTION SPECIALTIES .040" ACROVYN WALL COVERING 28" UNIT HEIGHT #305 - MUSHROOM - SUEDE TEXTURE T.O. WP TO BE AT 34" AFF - EXTEND TO FULL WIDTH OF WALL, UNO

WP11 WALL PANEL CONSTRUCTION SPECIALTIES .040" ACROVYN WALL COVERING FULL HEIGHT #934 - PEARL - SUEDE TEXTURE B.O. WP TO BE MOUNTED ABOVE BASE - EXTEND TO FULL WIDTH OF WALL, UNO

WP12 WALL PANEL CONSTRUCTION SPECIALTIES .040" ACROVYN WALL COVERING FULL HEIGHT #305 - MUSHROOM - SUEDE TEXTURE B.O. WP TO BE MOUNTED ABOVE BASE - EXTEND TO FULL WIDTH OF WALL, UNO

WPS WALL PANEL CONSTRUCTION SPECIALTIES STAINLESS STEEL WALL COVERING 42" UNIT HEIGHT DIAMOND PLATE TEXTURE T.O. WP TO BE AT 48" AFF - EXTEND TO FULL WIDTTH OF WALL, UNO

TRIM SCHEDULE (T-#)

MARK DESCRIPTION MANUFACTURER PRODUCT NAME PRODUCT NUMBER COLOR / FINISH COMMENTS

TR1 WALL COVERING TRIM FRY REGLET FRY REGLET WALL COVERTRIM BASE AND TERMINATION

WCTBT 125-217 SILVER SATIN AT WALLCOVERING TERMINATION AT GREET/CHECKOUT ANDCARE TEAM

TR2 EDGE PROTECTION UNIKA VAEV ECOUSTIC V290915 CUSTOM COLORED TOMATCH ADJACENT PAINT

AT CENTRAL REGISTRATION. EDGE TRIM AGAINST THEACOUSTIC PANELS, AS REQUIRED

TR3 PARITION ENDCAP VERSATRAC PARTITION CASING 313R/413R PAINT TO MATCHADJACENT FINISH

AT PARTITIONS THAT END ON A VERTICAL WINDOW MULLION

TR4 DRYWALL TRIM MOLDING FRY REGLET "L" TRIM MOLDING DRML--625 PAINT TO MATCHADJACENT FINISH

AT PERIMITER GYP CEILING TRENCH

TR5 REVEAL FRY REGLET 1/2" "F" REVEAL DRMF-50-50 SEE ELEVATION FORFINISH DETAILS.

TYPICAL REVEAL, PROVIDE DEPTH TO FIT DRYWALL DEPTH

TR6 REVEAL FRY REGLET 1/2" REVEAL DRM-50-50 SEE ELEVATION FORFINISH DETAILS.

TYPICAL REVEAL, PROVIDE DEPTH TO FIT DRYWALL DEPTH

TR7 CEILING TRIM ARMSTRONG 12" AXIOM CLASSIC AX12STR WHITE OFFSTAGE CORRIDOR AT PERIMETER CEILING AND 2ND FLOORWEST PERIMITER CLINICAL CORRIDOR -- SEE PERIMETERCEILING DETAILS

TR8 CEILING TRIM ARMSTRONG 6" AXIOM CLASSIC AX6STR WHITE AT 2ND FLOOR FORUM CEILING COVE -- COORDINATE TRIMHEIGHT WITH LIGHT CHANNEL SELECTION

TR9 CEILING TRIM ARMSTRONG AXIOM CLA6" AXIOM CLASSICCURVED

AX6CUR WHITE AT 2ND FLOOR FORUM CEILING COVE AT RADIUSED CORNER --COORIDNATE TRIM HEIGHT WITH LIGHT CHANNEL SELECTION

SOLID SURFACE SINK SCHEDULE (SK-#)


SK-1 SOLID SURFACE CLINICAL SINK DUPONT - CORIAN / FUTRUS F1513_525ADA SS1 - CAMEO WHITE (WHITEMOCHA)

15-1/4" W x 13-3/4" H x 5-1/4"D

INTEGRAL SINK AT SOILD SURFACE COUNTER, REFER TOPLUMBING DWGS

SK-2 SOLID SURFACE STERILE / UTILITY SINK DUPONT - CORIAN 5612 - NEAT SS1 - CAMEO WHITE (WHITEMOCHA)

16" W x 16" H x 11-3/4" D

SK-4 SOLID SURFACE WELLNESS SINK DUPONT - CORIAN / FUTRUS F1513_525ADA SS1 - CAMEO WHITE (WHITEMOCHA)

15-1/4" W x 13-3/4" H x 5-1/4"D

INTEGRAL SINK AT SOILD SURFACE COUNTER, REFER TOPLUMBING DWGS

SK-5 SOLID SURFACE STAFF LOUNGE SINK DUPONT - CORIAN 5610 - ACCESSIBLE SS1 - CAMEO WHITE (WHITEMOCHA)

27" W x 16" H x 5-1/2" D

SK-6 SOLID SURFACE CATERING PANTRY SINK DUPONT - CORIAN 9412 - PRECISION SS1 - CAMEO WHITE (WHITEMOCHA)

31" W x 16-3/4" H x 7-1/2" D

SK-7 SOLID SURFACE DECON SINK DUPONT - CORIAN 850p - SMOOTH SS1 - CAMEO WHITE (WHITEMOCHA)

29" W x 16-3/4" H x 9" D INTEGRAL SINK AT SOILD SURFACE COUNTER, REFER TOPLUMBING DWGS

INTERIOR WINDOW SCHEDULE

MARK MANUFACTURER MODEL DIMENSIONS FINISH COMMENTS

W-01 CONTINENTAL METAL PRODUCTS PTW-2436 24"W x 36"H STAINLESS STEEL PASS-THRU WINDOW - SEE ELEVATION FOR MOUNTING HEIGHT/LOCATION

W-02 --- --- 48"W x 48"H PAINTED TO MATCH ADJACENT WALL 2" HOLLOW METAL FRAME WITH VISION GLASS AT SECURITY. SEE ELEVATION FOR MOUNTING HEIGHT/ LOCATION

W-03 --- --- 102"W x 36"H' PAINTED TO MATCH ADJACENT WALL MRI RF SHILED WINDOW - SEE ELEVATION FOR MOUTING HEIGHT/ LOCATION - WINDOW TO BE DESIGNED ALONG WITH RF SHIELDING PER FINAL EQUIPMENTSELECTION

W-04 --- --- 32"W x 48"H PAINTED TO MATCH ADJACENT WALL CT LEAD LINED WINDOW (2.0 MILLIMETER) - SEE ELEVATION FOR MOUNTING HIGHT/ LOCATION - PROVIDE 3/32" LEAD SHIELDING - CONFIRM LEAD THICKNESS WITHFINAL EQUIPMENT

W-05 --- --- 48"W x 48"H PAINTED TO MATCH ADJACENT WALL RAD LEAD LINED WINDOW (1.5 MILLIMETER) - SEE ELEVATION FOR MOUTING HEIGHT/ LOCATION - CONFIRM LEAD THICKENSS WITH FINAL EQUIPMENT SELECTION

W-07 --- --- 48"W x 36"H PAINTED TO MATCH ADJACENT WALL 2" HOLLOW-METAL FRAME WITH SPECIFED ONE WAY VISION GLASS. VISION SIDE TO BE CONSULT ROOM, AND MIRROR SIDE TO BE PHYSICAL THERAPY. SEEELEVATION FOR MOUNTING HEIGHT/ LOCATION.

ACCESS PANEL SCHEDULE (APNL-#)


APNL-1 SHAFT ACCESS DOOR - FIRE RATED LARSEN'S L-FR SERIES PAINT TO MATCH ADJACENTFINISH

20" x 20" MOUNTED TO ALIGN WITH DUCT ACCESS DOOR

APNL-2 SHAFT ACCESS DOOR - FIRE RATED LARSEN'S L-FR SERIES PAINT TO MATCH ADJACENTFINISH

12" x 12" FIELD-COORDINATED / MOUNTED LOW TO ALIGN WITH DAMPERACTUATOR

APNL-3 SHAFT ACCESS DOOR LARSEN'S L-AL SERIES PAINT TO MATCH ADJACENTFINISH

24" x 24" INSULATED ACCESS PANEL

FIRE EXTINGUISHER CABINET SCHEDULE (FEC-#)


FEC-1 FIRE EXTINGUISHER & FIRE HOSE CONNECTION VALVE CABINET LARSEN'S O-4016 STEEL / WHITE BAKED ENAMELDOOR AND FRAME

40" (H) x 16" (W) x 8-1/2" (D) ---

FEC-2 FIRE EXTINGUISHER CABINET LARSEN'S O-2409 STEEL / WHITE BAKED ENAMELDOOR AND FRAME

24" (H) x 9-1/2" (W) x 6" (D) ---

FEC-3 FIRE EXTINGUISHER BRACKET KIDDE 366242 --- --- ---

FEC-5 RECESSED DEPARTMENT VALVE CABINET LARSEN'S FS VC 2626-R STEEL / WHITE BAKED ENAMELDOOR AND FRAME

COORDINATE WITHELEVATION

PROVIDE AT STAIRS

FEC-6 FIRE DEPT VALVE TESTING ACCESS PANEL LARSEN'S L-MPG STEEL / WHITE BAKED ENAMELDOOR AND FRAME


PROVIDE AT STAIRS

FEC-7 SPRINKLER ZONE CONTROL ACCESS PANEL LARSEN'S L-MPG STEEL / WHITE BAKED ENAMELDOOR AND FRAME


PROVIDE AT STAIRS

WINDOW SHADE SCHEDULE (RS-#)

MARK DESCRIPTIONMANUFACTU

RER MODEL COMMENTS

RS-1 SINGLE ROLLER SHADE - MOTORIZED AUTOMATIC CONTROL DRAPER MOTORIZED FLEXSHADE WT 1 SHADE; COORDINATE LENGTH PER WINDOW OPENING - SEE PERIMETER DETAILS FOR INSTALLATION

RS-2 SINGLE ROLLER SHADE - MANUAL DRAPER CLUTCH OPERATED FLEX SHADE WT 1 SHADE; COORDINATE LENGTH PER WINDOW OPENING - SEE PERIMETER DETAILS FOR INSTALLATION

RS-3 SINGLE ROLLER SHADE - MANUAL - BLACK-OUT DRAPER CLUTCH OPERATED FLEX SHADE WT3 SHADE; COORDINATE LENGTH PER WINDOWN OPENING - SEE PERIMETER DETAILS FOR INSTALLATION

RS-4 DOUBLE ROLLER SHADE - MOTORIZED AUTOMATIC CONTROL WITH OVERRIDE DRAPER MOTORIZED FLEXSHADE WT 1 AND WT 3 SHADES; COORDINATE LENGTH PER WINDOW OPENING - SEE PERIMETER DETAILS FOR INSTALLATION

RS-5 DOUBLE ROLLER SHADE - MOTORIZED AUTOMATIC CONTROL WITH OVERRIDE DRAPER MOTORIZED FLEXSHADE WT 1 SHADE; COORDINATE LENGTH PER WINDOW OPENING - SEE PERIMETER DETAILS FOR INSTALLATION

RS-6 WALL MOUNTED LIGHT-DUTY MANUAL SHADE DRAPER FLEXSHADE TWIN PULL WT3 SHADE; 4'-4" WIDE; WHITE WALL BRACKET FOR OUTSIDE MOUNT

EJS-9 EMSEAL JOINT SYSTEMS LTD. COS-0400 UNIVERSAL 90 DOWNTURN COS_0400_U-90_DOWNTURN SEE BRIDGE ELEVATIONS FOR DIMENSIONS

EJS-8 EMSEAL JOINT SYSTEMS LTD. COS-0200 UNIVERSAL 90 DOWNTURN COS_0200_U-90_DOWNTURN SEE BRIDGE ELEVATIONS FOR DIMENSIONS

EJS-7 EMSEAL JOINT SYSTEMS LTD. 7 INCH SEISMIC COLORSEAL COS_0700_WW_CONC SEE BRIDGE ELEVATIONS FOR DIMENSIONS

EJS-6 EMSEAL JOINT SYSTEMS LTD. ROOF JOINT - TRANSITION TO SEISMIC COLORSEAL SOLI... RJ-0200-COS-CAVITY-WALL-CLOSURE SEE BRIDGE ELEVATIONS FOR DIMENSIONS

EJS-5 EMSEAL JOINT SYSTEMS LTD. ROOFJOINT - DECK TO WALL RJ-0200-DW-CROSS-SECTION SEE BRIDGE ROOF PLANS FOR DIMENSIONS



EJS-2 BALCO NO=BUMP FLOOR TO FLOOR SYSTEM NBSF-2 SEE BRIDGE PLANS FOR DIMENSIONS

EJS-1 BALCO INTERIOR WALL OR CEILING SYSTEM 75FWG-2 SEE BRIDGE ELEVATIONS FOR DIMENSIONS

MARK # MANUFACTURER PRODUCT NAME / NUMBER PRODUCT NUMBER FINISH COMMENTS

EXPANSION JOINT SYSTEM

LV5 RUSKIN EME220DD 4'-6" 8'-9" PTX MATCH EM1 2/A5-110 5/A5-110 6/A5-005FINISH OF LOUVER TO MATCH EM1. RE: MECHANICAL FOR DUCT SIZEBEHIND LOUVER, BLANK OFF UNUSED PORTION OF LOUVER IF REQUIRED.

LV5

LV4CENTRIA CONCEPT SERIES 660 PROFILE

LOUVER, MR3-3617'-8" 12'-0" PTX MATCH EM5 1/A5-122 4/A5-122 4/A5-122

FINISH OF LOUVER TO MATCH EM5. RE: MECHANICAL FOR DUCT SIZEBEHIND LOUVER, BLANK OFF UNUSED PORTION OF LOUVER IF REQUIRED.

LV4

LV3 RUSKIN EME220DD 10'-0" 10'-0" PTX MATCH EIFS2 5/A5-123 6/A5-123 6/A5-123FINISH OF LOUVER TO MATCH EIFS2. RE: MECHANICAL FOR DUCT SIZEBEHIND LOUVER, BLANK OFF UNUSED PORTION OF LOUVER IF REQUIRED.

LV3




LV2




LV1

WIDTH HEIGHTINTERIOR FRAME

FINISH

EXTERIOR FRAME

FINISHBASE HEAD JAMB

MARK PRODUCT

OVERALL OPENING SIZE FRAME DETAILS

COMMENTS MARK

EXTERIOR LOUVER SCHEDULE






3 ADDENDUM 5 2020.05.29

3

1 2 3 4 5 6

F

B

D

E

C

1.4

A

4.7 5.3

MA

TC

HLIN

E

PC3

PC4

PC5

PC4

PC3

PC3

PC3APC3PC4PC3A

PC3A

PC3A

PC4

PC4

PC3

PC5

PC4 PC3A PC3

PC3

PC4

PC4

PC5

PC4

PC4

PC4

PC4

( 403' - 4" )

( 405' - 6" )

( 407' - 0" )

( 407' - 0" )

( 404' - 6" )

( 404' - 6" )

( 4

04

' - 6

" )

( 4

05

' - 6

" )

GB

5G

B5

( 404' - 6" )

( 401' - 6" ) ( 402' - 6" ) ( 402' - 6" ) ( 402' - 6" )

( 402' - 6" ) ( 402' - 6" )

( 403' - 6" ) ( 403' - 6" ) ( 407' - 0" )

( 407' - 0" )( 403' - 6" )

( 404' - 6" )

( 404' - 6" )( 404' - 6" )( 404' - 6" )

( 404' - 6" )

( 404' - 6" )

( 404' - 6" ) ( 404' - 6" )

( 404' - 6" )

( 402' - 6" ) ( 402' - 6" )

( 404' - 6" )

( 404' - 6" )

GB3GB2

GB2

GB4

GB7 GB7

GB7A

( 403' - 4" )GB7( 402' - 6" )GB7

GB4

GB7GB7

GB

5( 4

04

' - 6

" )

( 4

02

' - 6

" )

( 4

02

' - 6

" )

( 4

02

' - 6

" )

GB

3

GB

5

GB

5

( 407' - 0" )

( 4

07

' - 0

" )

( 4

07

' - 0

" )

GB1GB1A GB1 GB1

GB1B GB1

GB

1G

B1

GB

1G

B1

GB

1

6" SHELF AND 12" CONC SHEAR WALLS (TYP)

26

' - 8

1/2

"2

2' -

1"

26

' - 6

"2

2' -

1"

28

' - 1

1"

7' - 0" 13' - 6" 31' - 6" 31' - 6" 19' - 10"

31' - 6" 31' - 6"

11' - 8" 11' - 8" 19' - 10"

GB

2

( 404' - 6" )

( 404' - 6" )( 404' - 6" )( 404' - 6" )

( 4

04

' - 6

" )

( 4

04

' - 6

" )

( 404' - 6" )

BP1

BP1P1

BP1

P1

BP1

P1 ( 407' - 0" )

( 407' - 0" )

( 407' - 0" )

( 407' - 0" )

BP1

P1

BP1

P2

BP3

P3

BP3

P3

BP4

P4

BP2

P3

( 407' - 0" )

( 407' - 0" )

( 407' - 0" ) ( 407' - 0" )

BP1 BP1 BP1 BP1 BP1

BP3BP2

BP5BP3

BP2

P2 ( 407' - 0" )

BP2BP1BP1

BP1

BP1

P2BP1

P2BP1

P2

( 407' - 0" )( 407' - 0" )

( 407' - 0" )

BP1

P2

( 4

07

' - 0

" )

( 407' - 0" )

BP3

P3

BP3

P3

BP3

P5

BP2

P2 ( 407' - 0" )( 407' - 0" )

( 407' - 0" ) ( 407' - 0" )

GB5GB5

GB8

GB8

( 403' - 0" )

GB

8

GB

8

GB

10

GB

9G

B6

GB

7B

( 4

02

' - 6

" )

( 407' - 0" )

( 4

07

' - 0

" )

( 407' - 0" )

GB5 GB5

0.1

GB

4

31' - 0"

1

S3-003

2

S3-003

3

S3-003

4

S3-003

5

S3-003

6

S3-003

4

S3-002

9

S3-002

10

S3-002

12

S3-002

11

S3-002

13

S3-002

6" SHELF AND12" CONC SHEAR WALLS (TYP)

5

S3-002

10

S3-002

EXIST 12"Ø PILES(5 LOC)

GB4

T/MAT FOOTING ( 401' - 6" )



OUTLINE OF SITE WALLS (TYP)

A'( 401' - 6" )

GB

4

7

S3-003

OUTLINE OF STEM WALLS (TYP)

EXISTING ELEVATOR SUMP PIT, SEE AF-101A

1' -

4"

( 4

02

' - 6

" )

( 403' - 0" )

GB

4

P1 ( 404' - 6" )P1 ( 403' - 4" )P1 ( 402' - 6" )

8

S3-003

15

S3-001

15

S3-001

15

S3-001

15

S3-001

15

S3-001

15

S3-001

12" CONC SHEAR WALLS

6" SHELF AND 12" CONC SHEAR WALLS

7

S3-003

7

S3-003

7

S3-003

7

S3-0037

S3-003

( 402' - 6" ) ( 402' - 6" ) ( 403' - 6" )

10

S3-003

9

S3-00311

S3-003

11

S3-003(SIM)

EXIST PIPE PENETRATION LOCATION. SEE ARCH DWGS FOR SIZE AND LOCATION

EXIST PIPE PENETRATION LOCATIONS. SEE ARCH DWGS FOR SIZE AND LOCATION

..

REBAR COUPLERS BETWEEN COLUMN LINES 5 AND 6

SITE ACCESS

.

EXISTING PILES AND PILE CAPS (TYP)EXISTING PILES AND PILE CAPS (TYP)

S2-009

2

S2-009

3

S2-009 5

S2-009 4

DRILL AND ADHESIVE ANCHOR TOP AND BOT BARS TO EXIST PC 8" MIN TYP AT NEW GB TO EXIST PC

S3-0049 3

S3-004

B.4GB4

17

' - 1

"

18

' - 3

"

EQ

EQ

( 4

01

' - 6

" )

( 4

01

' - 6

" )

( 401' - 6" )

HSS 8X8X5/16 GALV TYPSEE ARCH DWGS FOR LOCATIONS

10

S3-004

10

S3-004

11

S3-004

12

S3-004(TYP)

11

S3-004

13

S3-004

TYP

3

NOTES:

1. REFER TO DRAWINGS S0-001 AND S0-002 FOR GENERAL NOTES. 2. SEE S0-003 FOR LOADING DIAGRAMS. 3. REFER TO DRAWINGS S2-001 TO S2-002 FOR COLUMN SCHEDULES. 4. REFER TO DRAWINGS S2-003 TO S2-008 FOR SHEARWALL ELEVATIONS. 5. SEE S3-001 FOR SLAB DETAILS. 6. SEE S3-002 FOR BASE PLATE AND GRADE BEAM DETAILS.7. REFER TO GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS FOR SUBGRADE

PREPARATION REQUIREMENTS PRIOR TO CONCRETE PLACEMENT. 8. DIMENSIONS AND ELEVATIONS SHOWN HAVE BEEN PROVIDED BY THE ARCHITECT.

ALL INFORMATION MUST BE VERIFIED WITH THE LATEST SET OF ARCHITECTURAL DRAWINGS. BRING ANY CONFLICTS OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO SHOP DRAWING PREPARATION OR CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS AND ELEVATIONS NOT SHOWN.

9. SEE SITE DRAWINGS FOR FOUNDATION DRAINS.10. SEE S4-004 FOR TYPICAL MASONRY DETAILS. 11. SEE FOR THICKENED SLAB AT STAIR STRINGERS.12. PROVIDE COMPACTED STRUCTURAL FILL FOR FULL DEPTH OF MAT SLABS WITH

BATTERED PILES 3'-0" WIDE ALL SIDES.

/13 S3-001

3

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT













1 ADDENDUM 3 2020.05.15

3 ADDENDUM 5 2020.05.29

5/2

8/2

02

0 6

:25:5

5 P

M

3

1/8" = 1'-0"

FIRST FLOOR FOUNDATION PLAN - A

218301118


S1-100A

1/8" = 1'-0"S1-100A

1 FOUNDATION PLAN - A

NOTES:

1. T/GB1 AND GB1A (407'-6"), TYPICAL. 2. INDICATES THAT THE BOXED INFORMATION IS EXISTING. 3. ELEVATIONS NOTED ( ) ARE TO T/CONC, UNLESS NOTED OTHERWISE.

SITE KEY PLAN

EAST ADAMS STREET

ALM

ON

D S

TR

EE

T

SA

RA

H L

OG

UE

N S

TR

EE

T

A B

3 ADDENDUM 5 2020.05.29

6 9 10

F

B

D

E

C

9.5 9.7 117 8 10.6

A

MA

TC

HLIN

E

PC3 PC3A PC3 PC4PC3B

PC3APC3PC4 PC4PC4

PC4PC5

PC4 PC4

PC4PC5

PC3 PC3APC4

PC3

PC3 PC3

PC5

PC4

PC4

PC3APC4

PC3APC3

PC3B

( 404' - 6" )

( 403' - 4" ) ( 406' - 4" )( 406' - 4" )

( 406' - 4" )( 406' - 4" )

( 406' - 4" )

( 406' - 4" )( 406' - 4" )

( 406' - 4" )( 406' - 4" )

( 405' - 6" )( 405' - 6" )

( 404' - 6" )

( 404' - 6" )

GB7 ( 406' - 4" )GB7 ( 406' - 4" )GB4

GB6

GB6

( 405' - 6" )

( 407' - 0" )

( 407' - 0" )

( 407' - 0" )

( 406' - 4" ) ( 406' - 4" )

( 406' - 4" )

( 406' - 4" )

( 404' - 6" )

( 404' - 6" )

( 406' - 4" )

( 406' - 4" )

( 4

04

' - 6

" )

( 4

05

' - 6

" )

( 405' - 6" )

( 404' - 6" )GB4 GB4

GB7

GB

5

GB5

GB5

GB

5G

B5

GB

1

GB

2

GB

5

GB1 GB1 GB1A

GB1AGB1CGB1C

GB

1A

GB

1

GB

1

GB

1G

B1A

6" SHELF AND 12" CONC SHEAR WALLS (TYP)

31' - 6" 31' - 6" 31' - 6" 14' - 6 1/2" 7' - 8" 9' - 3 1/2" 13' - 6" 7' - 0"

( 406' - 6" )

( 406' - 4" ) ( 406' - 4" )

( 406' - 4" )

( 404' - 6" )

PC3A ( 406' - 4" )

GB

2

( 406' - 4" )

( 406' - 4" )

( 404' - 6" )

( 4

04

' - 6

" )

BP1

BP1 BP1 BP3

P5 ( 405' - 6" )

BP2 BP1

BP1BP1

BP1BP2

BP1BP1

BP1BP1

BP2

BP3

BP3

BP3

BP4

BP1

BP1

BP2

BP5

BP3

BP2

P2BP3

BP5

BP2

P2

( 407' - 0" )

( 407' - 0" )

BP1BP1

BP1

P2 ( 407' - 0" )

9

S3-002

12" CONC SHEAR WALLS (TYP)

10

S3-002

11

S3-002

13

S3-002

T/MAT FOOTING ( 402' - 11" )


OUTLINE OF SITE WALLS (TYP)

A'

OUTLINE OF STEM WALLS (TYP)

EXISTING ELEVATOR SUMP PIT, SEE AF-101B

( 4

06

' - 4

" )

( 4

06

' - 4

" )

( 406' - 4" )(

40

6' -

4"

)

P1 ( 405' - 6" )P1 ( 404' - 6" )

15

S3-001

15

S3-001

15

S3-001

15

S3-001

7

S3-003

( 406' - 10" ) ( 406' - 10" )10

S3-003 (SIM)

EXIST REBAR COUPLERS BETWEEN COLUMN LINES C AND D

..

SITE ACCESS.

EXISTING PILES ANDPILE CAPS (TYP)

S2-0091

( 405' - 6" )GB7A

DRILL AND DOWEL TOP AND BOT BARS TO EXISTING PC 8" MIN TYP AT NEW GB TO EXIST PC

B.4

2' - 4" TYP

2' -

4"

TY

P

BRICK SHELF TYPT/SHELF (407'-10")

14

S3-004

TYP

3

13

S3-004

TYP

3

NOTES:






/13 S3-001

3

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT













1 ADDENDUM 3 2020.05.15

3 ADDENDUM 5 2020.05.29

5/2

8/2

02

0 6

:25:5

6 P

M

3

1/8" = 1'-0"

FIRST FLOOR FOUNDATION PLAN - B

218301118


S1-100B

1/8" = 1'-0"S1-100B

1 FOUNDATION PLAN - B

SITE KEY PLAN

EAST ADAMS STREET

ALM

ON

D S

TR

EE

T

SA

RA

H L

OG

UE

N S

TR

EE

T

A B

NOTES:

1. T/GB1 AND GB1A (407'-6"), TYPICAL. 2. INDICATES THAT THE BOXED INFORMATION IS EXISTING. 3. ELEVATIONS NOTED ( ) ARE TO T/CONC, UNLESS NOTED OTHERWISE.

3 ADDENDUM 5 2020.05.29

1 2 3 4 5 6

F

B

D

E

C

1.4

A

4.7 5.3

MA

TC

HLIN

E

RA

MP

DO

WN

FD (404'-5 1/2")

DOCK LEVELERS

DN

.

T/SLAB SEE 6/S3-003

ELEVATOR

STAIR

5" SLAB ON GRADEREINF W/ #4 AT 16"OC EWSEE 12/S3-001(TYP WHERE SHADED)

12" THICK STRUCTURAL CONC SLAB ON 6" SUBBASET/SLAB (408'-6") (TYP UNO)(SEE TYPICAL DETAIL ON S3-001)

5

S3-003

6

S3-003

4

S3-003

HATCHED AREA INDICATES 1/2" STEEL PROTECTION PLATES

EMBEDDED STEEL PLATEIN CONC SLAB FORATTACHMENT OF PLATES.(TYP ALL AROUND PLATE)SEE 8/S3-001

SLOPE SLABS TO DRAIN WHERE SHADED

4

S2-004

2

S2-004

1

S2-004

3

S2-004

3

S2-003

2

S2-0031

S2-003

4

S2-003

4

S2-006

2

S2-006

1

S2-006

3

S2-006

0.1

A'

T/SLAB (408'-0")

FD (404'-5")

HATCHED AREA INDICATES EXTENT OF 2" DEPRESSED SLAB

T/SLAB (404'-3")

(404'-6")

(404'-6")

(404'-7")

(404'-6")(404'-6")

FD (404'-7 5/8")

(404'-9")

6" STEM WALL (TYP)

DENOTES 2" SLAB DEPRESSION AT DOORS. COORD W/ ARCH (TYP)

3A

S3-001

MASONRY WALLS ABOVE.SEE6/S3-001

1

S3-003

2

S3-003

3

S3-003

6

S3-003

9

S3-002

10

S3-002

12

S3-002

11

S3-002

13

S3-002

5

S3-002

10

S3-002

7

S3-003

8

S3-003

15

S3-001

15

S3-001

15

S3-001

15

S3-001

15

S3-001

7

S3-003

7

S3-003

7

S3-003

7

S3-003

7

S3-003

10

S3-003

9

S3-00311

S3-003

11

S3-003

S3-001

11

(TYP)

3

S3-001

S2-009

2

S2-009

3

S2-009 5

S2-009 4

(6)#5 X 14'-6" (T)

(6)#

5 X

13'-0"

(T)

(6)#5 X 14'-6" (T)

(6)#5 X 14'-6" (T)

(14)#5 X 16'-0" (T) (14)#5 X 16'-0" (T)

(2)#5 X 16'-0" (T)

(6)#

5 X

13'-0"

(T)

(12)#5 X 23'-0" (T)

(4)#5 X 22'-6" (T)

(6)#

5 X

13'-0"

(T)

(6)#

5 X

13'-0"

(T)

(12)#5 X 23'-0" (T)

(1)#7 X 25'-0" (B)

(1)#7 X 25'-0" (B)

(2)#5 X 16'-0" (T)

(14)#

5 X

14'-6"

(T)

(22)#5 X 21'-0" AT 6" OC (T)

(10)#

5 X

14'-6"

(T)

(8)#5 X 14'-6" (T)

(2)#

5 X

35'-0"

(T)

(6)#

5 X

41'-0"

(T)

(4)#

5 X

21'-0"

(T)

(2)#5 X 13'-0" (T)

(10)#

5 X

14'-6"

(T)

(8)#5 X 14'-6" (T)

(14)#

5 X

14'-6"

(T)

(16)#5 X 21'-0" AT 9" OC (T)

(2)#5 X 16'-0" (T)

(6)#

5 X

13'-0"

(T)

(8)#5 X 16'-0" (T)

(SIM)(SIM)

(2) #5 X 6'-0" AT CORNER TYP

ELECTRICAL DUCT BANK, CAST CONCRETE AROUND PIPING

(SIM)

10

S3-001

4

S3-002

4

S3-002

(TYP) (TYP)

B.4

PROVIDE EPOXY COATED REINF #5 AT 12" OC TOP EW, #7 AT 9" OC BOTTOM N/S, #7 AT 6" OC BOTTOM E/W WHERE SHADED AND UNDER OVERLAPPING SLABS

(14)#7 X 24'-0" (B)

(14)#7 X 28'-0" (B)

3A

S3-001

.8" SLAB T/SLAB (408'-6")

(6)#

5 X

13'-0"

(T)

(8)#5 X 13'-0" (T) (8)#5 X 16'-0" (T)

(2)#

5 X

13'-0"

(T)

(2)#5 X 13'-0" (T)

(2)#5 X 13'-0" (T)

NOTES:






/13 S3-001

3

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT













1 ADDENDUM 3 2020.05.15

3 ADDENDUM 5 2020.05.29

5/2

8/2

02

0 6

:25:5

6 P

M

3

1/8" = 1'-0"

FIRST FLOOR SLAB PLAN - A

218301118


S1-101A

1/8" = 1'-0"S1-101A

1 1ST FLOOR PLAN - A

NOTES:

1. TYPICAL REINFORCING: TOP #5 AT 12" OC EACH WAY, BOTTOM #7 AT 12" OC EACH WAY. SEE 14/S3-001 FOR ADDITIONAL INFORMATION.

2. BARS SHOWN IN PLAN ARE IN ADDITION TO REINFORCEMENT INDICATED IN NOTE 1. SPACE BARS 12" OC UNLESS NOTED OTHERWISE. BAR GROUPS LABELED ON COLUMN LINES SHALL BE CENTERED ON COLUMN LINE. BAR GROUPS AMBLED AT MIDSPAN BETWEEN COLUMN LINES SHALL BE LOCATED AT MIDSPAN.

3. CENTER LENGTH OF BAR ON COLUMN LINE UNLESS SHOWN OTHERWISE. 4. LOCATE SLAB CONSTRUCTION JOINTS IN CENTER 1/3 OF COLUMN BAY.

MARK UP PROPOSED CONSTRUCTION JOINTS AND SUBMIT FOR APPROVAL PRIOR TO POURING SLAB.

SITE KEY PLAN

EAST ADAMS STREET

ALM

ON

D S

TR

EE

T

SA

RA

H L

OG

UE

N S

TR

EE

T

A B

3 ADDENDUM 5 2020.05.29

3

6 9 10

F

B

D

E

C

117 8 10.6

A

MA

TC

HLIN

E

ELEVATORS ELEVATORS

STAIR

5" SLAB ON GRADEREINF W/ #4 AT 16"OC EWSEE 12/S3-001(TYP WHERE SHADED)

4

S2-005

2

S2-005

1

S2-005

3

S2-005

3

S2-008

3

S2-007

1

S2-007

1

S2-008

4

S2-007

2

S2-007

A'

HATCHED AREA INDICATES EXTENT OF 2" SLAB DEPRESSION

6" STEM WALL (TYP)

12" THICK CONC SLAB ON 6" SUBBASET/SLAB (408'-6") (TYP UNO)(SEE TYPICAL DETAIL ON S3-001)

10

S3-003

9

S3-002

11

S3-002

13

S3-002

7

S3-003

S3-001

11

(TYP)

W8X18W8X18

7

S3-001

2

S2-008

S2-0091

(10)#

5 X

14'-6"

(T)

(8)#5 X 14'-6" (T)

(14)#

5 X

14'-6"

(T)

(16)#5 X 21'-0" AT 9" OC (T)

(2)#5 X 16'-0" (T)

(6)#

5 X

13'-0"

(T)

(8)#5 X 16'-0" (T)

(2)#

5 X

13'-0"

(T)

(10)#

5 X

13'-0"

(T)

(14)#5 X 21'-0" AT 9" OC (T)

(8)#

5 X

13'-0"

(T)

(8)#5 X 19'-0" (T)

(2)#

5 X

13'-0"

(T)

(4)#5 X 30'-0" AT 4" OC (T)

(4)#

5 X

13'-0"

(T)

HAUNCH SLAB EDGE DOWN 12" (TYP) AROUND STAIR TOWER

15

S3-001

3

S3-001

5

S3-002

2

S3-002(TYP)

12

S3-002

11

S3-002

12

S3-002

B.4

HSS6X4X3/8 ELEVATOR BRACKET SUPPORT POST (TYP UP TO LEVEL 6).FINAL LOCATION TO BE DETERMINED BY ELEVATOR MFR.

HSS6X4X3/8 ELEVATOR BRACKET SUPPORT POST (TYP UP TO LEVEL 6).FINAL LOCATION TO BE DETERMINED BY ELEVATOR MFR.

(2) #5 X 6'-0" AT CORNER TYP

(2)#5 X 13'-0" (T)

(8)#5 X 19'-0" (T)

(2)#

5 X

13'-0"

(T)

NOTES:






/13 S3-001

3

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT













1 ADDENDUM 3 2020.05.15

3 ADDENDUM 5 2020.05.29

5/2

8/2

02

0 6

:25:5

7 P

M

3

1/8" = 1'-0"

FIRST FLOOR SLAB PLAN - B

218301118


S1-101B

1/8" = 1'-0"S1-101B

1 1ST FLOOR PLAN - B

SITE KEY PLAN

EAST ADAMS STREET

ALM

ON

D S

TR

EE

T

SA

RA

H L

OG

UE

N S

TR

EE

T

A B

NOTES:

1. TYPICAL REINFORCING: TOP #5 AT 12" OC EACH WAY, BOTTOM #7 AT 12" OC EACH WAY. SEE 8/S3-002 FOR ADDITIONAL INFORMATION.

2. BARS SHOWN IN PLAN ARE IN ADDITION TO REINFORCEMENT INDICATED IN NOTE 1. SPACE BARS 12" OC UNLESS NOTED OTHERWISE. BAR GROUPS LABELED ON COLUMN LINES SHALL BE CENTERED ON COLUMN LINE. BAR GROUPS LABELED AT MIDSPAN BETWEEN COLUMN LINES SHALL BE LOCATED AT MIDSPAN.

3. CENTER LENGTH OF BAR ON COLUMN LINE UNLESS SHOWN OTHERWISE.

3 ADDENDUM 5 2020.05.29

3

STIRRUPS

SPACING

SIZEMARK

W D

REINFORCING

BOT BARS SIZEREMARKS

CONCRETE GRADE BEAM SCHEDULE

GB1 24 36

TOP BARS

(6) #6 (4) #8 #4 10"

GB1A 24 36

GB2 18 30

GB3 24 30

(6) #6 (4) #11 #4 10"

GB4 28 30

GB5 30 30

GB6 48 30

GB7 52 30

(6) #11 (6) #6 #4 12"

GB7A 52 30

(9) #6 (7) #7 #6 12"

(11) #9 (11) #11 #6 8"

(8) #11 (8) #5 #6 12"

(3) #10 (3) #5 #4 12"

(4) #10 (3) #5 #4 12"

(5) #8 (4) #10 #4 12"

GB7B 52 30

GB8 18 48

GB9 28 54

(11) #11 (10) #6 #6 6"

GB10 32 54

(5) #8 (5) #5 #4 12"

(6) #8 (4) #6 #4 12"

(3) #10 (3) #6 #4 12"

GB1B 24 36 (6) #6 (4) #11 #4 10"

GB1C 24 36 (6) #6 (4) #11 #4 10" EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

/1 S3-002

/1 S3-002

W

D

9"

AT

PIL

ES

3"

CLR

2" CLR (TYP)

TOP LONG REINFSEE SCHEDULE

#5 AT 12"OC LONG SKIN REINF EF MIN (UNO)

BOT LONG REINF.SEE SCHEDULE

2''

CL

R

NOTES:1. PROVIDE CLASS B LAP SPLICE FOR LONG REINFORCING.2. STEM WALLS ABOVE ARE NOT SHOWN.

VAPOR RETARDER

1' -

0"

EXIST #4 x 2'-0" DOWELS AT 2'-0" OC.ALTERNATING HOOKS

EXIST GRADE BEAM

2'-0"

6"

3"

2' -

0"

SEE PLANS FOR REINF

W F

OR C

IRCULA

R

OPEN

ING

(2) #5x2w LG HEAD AND SILL

(1) #5 x Hx2'-0"LG ES,(1) #5 x Wx2'-0"LGAT CIRCULAR OPNGS

(2) #4 x 1 1/2W LG (2'-0" MIN) AT EACH CORNER

1 1

/2"

3"

TY

P

W

H

NOTES:

1. THIS DETAIL APPLIES WHERE OPENING INTERRUPTS NO MORE THAN TWO VERTICAL OR HORIZONTAL REINFORCING BARS. NOTIFY ENGINEER OF ANY PROPOSED OPENINGS NOT SHOWN IN STRUCTURAL DRAWINGS THAT INTERRUPT MORE THAN TWO VERTICAL OR HORIZONTAL REINFORCING BARS.

2. PROVIDE REINFORCEMENT SHOWN FOR EACH LAYER OF WALL REINFORCEMENT.

3. PIPE CLUSTERS (MULTIPLE PIPES) SHALL BE CONSIDERED ONE CONTINUOUS OPENING.

4. SHOW OPENINGS IN WALL ELEVATIONS IN REINFORCING SHOP DRAWINGS.

5. BEND BARS OR PROVIDE HOOKS WHERE FULL BAR EXTENSION PAST OPENING CANNOT BE ACHIEVED.

WALL BEYOND

EXIST GALV L2 1/2x2 1/2x 1/4(2 SIDES OF SUMP)

EXIST DOWELS W/ CLASS B LAP

T/EXIST PILECAP

EXIST STRAIGHT OR BATTERED PILE, SEE PLAN

T/FLOOR

1' - 6"

2' - 0"

FDN DRAIN SEE SITE DWGS

1' - 6"

2' -

0"

3' -

0"

2"

CLR

EXIST STRAIGHT OR BATTERED PILE, SEE PLAN

FOOTING DRAIN. SEE ARCH AND SITE DWGS

SUMP GRATE.SEE ARCH DWGSGALV L3x3x1/4 W/

(2) 1/2"Ø x 3 1/2" EMBED EXP ANCHORS PER ANGLE (2 SIDES OF SUMP)

ELEVATOR SILL ANGLE. COORD SIZE W/ ELEVATOR MANUF. ATTACH W/ 5/8"Ø ADHESIVE ANCHOR AT 2'-0"OC

EXIST #4 DOWELS AT 16" OC TYP

2'-0"

2'-6"

SEE AND SHEAR WALL ELEVATIONS FOR REINF

/15 S3-001

BASE P HOLE1 5/16"Ø U.N.O.

1' -

0"

3/4

" G

RO

UT

1/4

" L

EV

EL

ING

P

P WASHER1/4" x 2" MIN.L

L

L

BASE PLATE SCHEDULE

MARK B t REMARKS

BP1 22" 1 1/2"

W

22"

BP2 24" 1 3/4"

BP3 25" 1 3/4"

BP4 28" 2"

24"

25"

28"

EXIST ANCHOR RODS

TYPE 2TYPE 1

HEAVY HEX NUT

LEVELING NUTSW/ WASHER PLATE

2"

GR

OU

T

TYPE 1

TYPE 1

TYPE 2

TYPE 2

SEE FOR BASE PLATE DETAIL/8 S3-002

BP5 40" 2"40" TYPE 2

ISOLATION JOINTSEE

1' -

0"

(TY

P U

NO

)

1' -

6"

EXIST #4 DOWELS (4 LOCS)6" (TYP)

EXIST PILE CAP

/11 S3-001

SLAB AND COL

EXIST DOWELS

EXIST ANCHOR RODS

T/PILECAP

SEE PLAN FOR ADDITIONAL TOP BARS

PROVIDE (1) CONTINUOUS BAR EA SIDE OF COLUMN OR PROVIDE CLASS B LAP

(4) EXIST 3/4"Ø ANCHORRODS W/ 12" EMBED

W

B

EQ

EQ

EQ EQ

5/16

2"

2"

2"2"

NOTE:SEE BASE PLATE SCHEDULE FOR SIZES.

THICKNESS = t


B

EQ EQ

5/16

8"

TY

P

THICKNESS = t

8" TYP

P 1"x12" TYPL

5/16TYP

5/16TYP

W

EQ

EQ

8A

S3-002

ISOLATION JOINTSEE

EXIST #4 DOWELS (4 LOCS)6" (TYP)

/11 S3-001

SLAB AND COL

EXIST PILE CAP

EXIST ANCHOR RODS

T/PIER

T/PILE CAP

SEE PLAN FOR ADDITIONAL TOP BARS

PROVIDE (1) CONTINUOUS BAR EA SIDE OF COLUMN OR PROVIDE CLASS B LAP

EXIST #5 AT 16"OCHOOK DOWELS

EXIST GRADE BEAMGB1 AND GB1A

3' -

0"

2' - 0"

T/GB(407'-6")

EXIST #5 DOWELAT 16"OC

1' -

0"

(408'-6")

6"

1' - 3 5/8"

(410'-2")

3'-0"

3'-8"

8 3/8"

9 5/8"

#4 AT 16"OC HORIZ

2' - 6"

5"

6"

2' -

6"

4' - 4"

5"

2' - 6"

T/GB(SEE PLAN)

T/SHELF(VARIES)T/SHELF

(407'-10")

T/WALL(411'-7")

INTERIOR FACE EXTERIOR FACE

2" CLR (TYP)

NOTE:TYPICAL SECTION AT 3'-4" SITE WALL.

EXIST GRADE BEAMSEE PLAN


F

A

SITE WALLS SEE ARCH DWGS

#4 AT 16"OC HORIZ

DOVETAIL SLOTS AT 16"OC EA FACE

6"

5"

6"

2' -

6"

VARIES

5"

2' - 6"

T/GB(SEE PLAN)

T/SHELFT/SHELF(407'-10")(VARIES ATSTAIRS)

T/WALL(411'-7")


NOTE:TYPICAL SECTION AT 1'-4" SITE WALL.

EXIST GRADE BEAMSEE PLAN


F

A

SITE WALLSEE ARCH DWGS

SITE SLAB

DOVETAIL SLOTS AT 16"OC STAGER INTERIOR/EXTERIOR

#4 AT 16"OC HORIZ

8" CMU INFILLAROUND ELEVATOR DOORS

#4 x 2'-0" DOWELS AT 2'-0"OC DRILL AND ADHESIVE ANCHOR W/ 4" EMBED INTO SLAB

ALIGN SHEAR WALLAND CMU INFILL

PARTITION TOP ANCHORS8" OC AT DOOR JAMB.CMU AT 16" OC

CONC SHEAR WALL.SEE S2-003 THROUGH S2-008

FILLER

1' - 0"

1' -

0"

8"

4"

3' - 4"

4" TYP


P 1"x12" TYP

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT













1 ADDENDUM 3 2020.05.15

3 ADDENDUM 5 2020.05.29

5/2

8/2

02

0 6

:25:5

8 P

M

3

As indicated

CONCRETE DETAILS II

218301118


S3-002

3/4" = 1'-0"S3-002

1 TYPICAL GRADE BEAM SECTION

3/4" = 1'-0"S3-002

4 SECTION

1/2" = 1'-0"S3-002

6 REINFORCEMENT AT WALL OPENING1/2" = 1'-0"S3-002

5 ELEVATOR PIT SECTION

1" = 1'-0"S3-002

7 COLUMN BASE DETAILS

3/4" = 1'-0"S3-002

9 SECTION

3/4" = 1'-0"S3-002

8 BASE PLATE DETAIL

3/4" = 1'-0"S3-002

10 SECTION

3/4" = 1'-0"S3-002

13 SECTION3/4" = 1'-0"S3-002

12 SECTION3/4" = 1'-0"S3-002

11 SECTION

3/4" = 1'-0"S3-002

2 SECTION

1" = 1'-0"S3-002

8A BP5 SECTION

3 ADDENDUM 5 2020.05.29

3

1' -

5"6

"

3"2"

1 1

/2"

HSS POST

EDGE OF INTERIOR FRAMED SLAB

GALV 3/4" BASE P W/ (4) 1/2"Ø x6" GALV ADHESIVE ANCHORS

L

2' - 0" ±

2' -

6"

±EXIST GB5T/GB (406'-6"±)

EXIST GB1T/GB (407'-6"±)

8"

NOTE:SEE FOR GROUT AND LEVELING PLATE./7 S3-002

HSS POST

GALV 3/4" BASE P W/ (4) 1/2"Øx6" GALV ADHESIVE ANCHORS

L

2' -

0"

±

EXIST GB1T/GB (407'-6"±) 1' - 5"

1 1

/2"

1 1

/2"

1 1/2"

LOW SHELF AT SIM

6" STEM WALL

6"GB

3

S3-004

POST

3/8

"

10"

BACKER ROD AND SEALANT

T/EXIST GB(407'-6"±)

T/STEM WALL

3' -

0"

±

6" STEM WALL

POST


6" GALV ADHESIVE ANCHOR (TYP) W/ 6" EMBED

EXIST GB1

2

S3-004

STEM WALL REINF NOT SHOWN

HSS POST

GB

POST

3/8

"

11" 11"

3POST POST

GALV 3/4" BASE P W/ (4) 3/4"Øx12" EMBED GALV ANCHOR RODS

8"

4 1

/2"

8"

4 1/2"

2"

2" 4"

4"

EXIST GB5

L

5

S3-004

GB

POST


SITE SLAB

2' - 6" ±

2' -

6"

±


3/8"

6" GALV ADHESIVE ANCHOR (TYP)

SLAB REINF NOT SHOWN

HSS POST

GB

POST

3/8

"

POSTGALV 3/4" BASE P W/ (4) 3/4"Øx6" GALV ADHESIVE ANCHORS

2"

2" 4"

4"

EXIST GB5

L

7

S3-004

2' -

6"

±

1' -

0"

1' - 0"

EXIST GB5

GB

POST


SITE SLAB

2' - 6" ±

2' -

6"

±


3/8"

HSS POST


OUTLINE OF GALV STEEL BUMPER, SEE 9/S3-004

SLAB REINF NOT SHOWN

EXIST GB1

GB

POST


SITE SLAB

2' - 0" ±

3' -

0"

±

3/8"

HSS POST

CONC SLAB, REINF NOT SHOWN


3

1' - 6"1' - 6"

3

3

3

3

3

3

3/8" GALV BENT PL

GALV L5x3x1/4x0'-4"LG AT 2'-0"OC

GALV L2 1/2x1 1/2x1/4x0'-4"LG AT 2'-0"OC

11

3/8

"

3"

3"

1'-5"

6"

5"

6"

2' -

6"

2' - 4"

5"

T/GB(401'-6")

T/SHELF(402'-9")

T/SHELF(407'-10")

T/WALL(411'-7")

INTERIOR FACE GENERATOR ENCLOSURE

GB4

#5 AT 12"OC


SITE SLAB


#4 AT 16"OC HORIZ

#4 AT 16"OC

#4 AT 16"OC HORIZ

#4 AT 16"OCHOOK DOWELS

#4 CONT

6"

5"

6"

2' -

6"

2' - 4"

5"

T/GB(401'-6")

T/SHELF(402'-9")

T/SHELF(VARIES SEE ARCH)

T/WALL(411'-7")

EXTERIOR FACE GENERATOR ENCLOSURE

GB4

#5 AT 12"OC



#4 AT 16"OC HORIZ

#4 AT 16"OC

#4 AT 16"OC HORIZ

#4 AT 16"OCHOOK DOWELS

#4 CONT

2' -

6"

2' - 4"

T/GB(401'-6")

T/POST(411'-2")

EXTERIOR FACE GENERATOR ENCLOSURE

GB4

P 12"X12"X1/2" GALV W/ (4) 1/2" Ø X 6" HEADED STUDS

L

GRADE

COAT COLUMN BELOW GRADE AND PROVIDE 1/2" Ø DRAIN HOLE. PROTECT DRAIN HOLE WITH FILTER FABRIC

HSS 8X8 GALV

6"

2" TYP

3/16

3/8" CAP P SEAL WELD AND GRIND WELDS SMOOTH

L

3/16GRIND

SMOOTH

1/2" P GALV SEE ARCH

L

5"

6"

5"

(SEE PLAN)

T/SHELF(VARIES)T/SHELF

(407'-10")

T/WALL(411'-7")


2" CLR (TYP)

EXIST PILE CAP OR PIERSEE PLAN

EXIST #5 AT 16"OCHOOK DOWELS WELD BAR TO BASE PLATE AS REQ TO MAINTAIN SPACING

F

A

SITE WALLS SEE ARCH DWGS

#4 AT 16"OC HORIZ EF

COAT COLUMN ENCASED IN CONCRETE W/ COAL TAR EPOXY AND WRAP COLUMN IN 1/2" ISOLATION JOINT MATERIAL

T/PILE CAP(406'-4")

T/SHELF(407'-10")

(8) #5 WELDED TO BASE PLATE

COAT COLUMN ENCASED IN CONCRETE W/ COAL TAR EPOXY AND WRAP COLUMN IN 1/2" ISOLATION JOINT MATERIAL

(3) #4 TIES

1 2 3 4 5 6 7 8

A

B

C

D

E

F







Copyright Reserved

Client/Project

Drawing No.

Project No.

Title


Permit-Seal

Revision

Scale

Associate Architect

Consultants

Razak Associates

www.stantec.com

Structural


Structural

Goldstein-Milano

MEP / FA / FP

BR+A

Low Voltage

Convergent

Civil / Landscape

EDR

LEED

GreenShape Inc.

Issued YYYY.MM.DD

1050


MEDICAL EQUIPMENT













1 ADDENDUM 3 2020.05.15

3 ADDENDUM 5 2020.05.29

5/2

8/2

02

0 6

:25:5

9 P

M

3

3/4" = 1'-0"

CONCRETE DETAILS IV

218301118


S3-004

3/4" = 1'-0"S3-004

1 SECTION3/4" = 1'-0"S3-004

2 SECTION3/4" = 1'-0"S3-004

3 SECTION3/4" = 1'-0"S3-004

4 SECTION3/4" = 1'-0"S3-004

5 SECTION

3/4" = 1'-0"S3-004

6 SECTION3/4" = 1'-0"S3-004

7 SECTION3/4" = 1'-0"S3-004

8 SECTION3/4" = 1'-0"S3-004

9 SECTION

3/4" = 1'-0"S3-004

10 SECTION3/4" = 1'-0"S3-004

11 SECTION

3/4" = 1'-0"S3-004

12 SECTION

3 ADDENDUM 5 2020.05.29

3

3

3

3

3

3

3/4" = 1'-0"S3-004

13 SECTION3/4" = 1'-0"S3-004

14 SECTION

3

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