VA STRATTON 100 percent BID SET Part1.pdf

VAMC SIGNATURE BLOCK

DIRECTOR OF MEDICAL CENTER - SIGNATURE BLOCK

BUILDING 1

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

AREA OF WORK

SITE LOCATION

UP

SMOKING

SHELTER

VESTIBULE

UP

UP

EXISTING

MORGUE

EXISTING

AREAWAY

E X

I S

T I N

G

A R

E A

W A

Y

EXISTING

WAREHOUSE

B40-8

MORGUE

B43-2

ELEVATOR

RM

B41

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1

B40-2

B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B43-3

ELEV.

VEST

B37-1

B37-2

B37

EMPLOYEE

GYM

C51-1

C51-2

ELEV

SW6

STAIR

SW4

STAIR

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

Description of Required Infection Control Precautions by Class

During Construction Project Upon Completion of

1. Execute work by methods to minimize raising duct rrom construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.C l a s

I

1. Provide active means to prevent airborne dust from dispersing into atmosphere.

2. Water mist work surfaces to control dust while cutting.

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area.

6. Remove or isolate HVAC system in areas where work is being performed.

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area.

4. Remove isolation of HVAC system in areas where work is being performed.C l a

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transportation in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove isolation of HVAC system in areas where work is being performed.

C l a s s

I V

C l a

I

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers, i.e., sheetrock, plywood, plastic, to seal area from non-work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Section and Infection Control Department, and thoroughly cleaned by the owner's Environment Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner’s Safety Department and Infection Control Department, and thoroughly cleaned by the owner’s Environmental Services Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant.

5. Remove isolation of HVAC system in areas where work is being performed.

NOTES:

PATIENT RISK GROUP FOR "TYPE D" CONSTRUCTION

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

Class IV

Class III / IV

Class IV

Class IV

FIRST FLOOR ICRA PLAN

BASEMENT FLOOR ICRA PLAN

LOW RISK

B-WING

HIGH RISK

B-WING

PAVEMENT DEMOLITION NOTES:

GENERAL NOTES: EROSION & SEDIMENT CONTROL NOTES:

VEHICLE ACCESS NOTES:

TEMPORARY SAFETY BARRIER NOTES:

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

EXISTING WAREHOUSE ROOF STRUCTURE -LIMITED ACCESS-

REQUIREMENTS:

ABBREVIATIONS

PHASING PLAN - CONCEPT

PHASE 1: GENERAL START PHASE (6 WEEKS)

PHASE 2: CONTRACTOR MOBILIZATION (3 WEEKS)

PHASE 4: CONSTRUCTION FOR NEW ADDITION (40 WEEKS)

PHASE 3: SITE DEMOLITION (20 WEEKS)

PHASE 5: CONTRACTOR DEMOBILIZATION AND CLOSEOUT (4 WEEKS)

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

EXISTING CONDITIONS

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

EROSION AND SEDIMENT CONTROL PLAN

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

DEMOLITION PLAN

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

CONSTRUCTION PLAN

SIDEWALK WITH HANDRAIL DETAIL

SECTION A-A

NOTES:

A

A

SIDE ELEVATION

CONCRETE STAIRS

STAIR HANDRAIL DETAIL

SECTION A-A

NOTES:

A

A

SIDE ELEVATION

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

UTILITIES PLAN

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

GRADING PLAN

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

LIGHTING PLAN

LIGHT POLE DETAIL

B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

B

LIT BOLLARD FOOTING DETAIL

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

LANDSCAPING PLAN

PLANT & TREE SIZES

PLANTING SCHEDULE

PLANTING AND GUYING DETAIL

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

MODEL: MANHOLE-24 SEWER

HEAVY DUTY CAST IRON FRAME & COVER

SANITARY

SEWER

SEWER MANHOLE

TYPICAL INSTALLATION DETAIL

SECTION A-A SECTION B-B

PLAN VIEW

B

B A

A

PRECAST CONCRETE - HEAVY DUTY

4' ID - MANHOLE BASE, RISER AND TOP

TYPICAL TRENCH - SEWER MAIN

PAVEMENT RESTORATION DETAIL

TYPICAL

ASPHALTIC PAVEMENT DETAIL

SEED MIXTURES FOR TEMPORARY STABILIZATION

SPECIES LBS / ACRE

PERMANENT STABILIZATION SEED MIXTURE

SPECIES LBS / ACRE

SPECIES LBS / 1,000 SQFT

LAWN RESTORATION SCHEDULE & NOTES

ASPHALT TESTING NOTES: SANITARY TESTING NOTES:

4" CLEANOUT DETAIL

TOP VIEW

SIDE VIEW

PRECAST CATCH BASIN MODEL CB-30x48

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

CONSTRUCTION SIGN

CHAIN LINK MAN GATE DETAIL

TEMPORARY CONSTRUCTION FENCE:

CHAIN LINK FENCING DETAIL

TEMPORARY CONSTRUCTION FENCE

CHAIN LINK 20' WIDE GATE DETAIL

TEMPORARY CONSTRUCTION FENCE:

NOTES:

PROJECT SAFETY SIGN

NOTES

CONSTRUCTION SPECIFICATIONS:

PERSPECTIVE VIEW

SECTION VIEW

SILT FENCE W/ WIRE REINFORCEMENT DETAIL

STABILIZED CONSTRUCTION DRIVEWAY ENTRANCE DETAIL

TABLE B-1- MAXIMUM ALLOWABLE SLOPES

SOIL OR ROCK TYPE

²

EXCAVATIONS MADE IN LAYERED SOILS

EXCAVATIONS MADE IN TYPE B SOIL

SINGLE BENCH

VERTICAL SIDED LOWER PORTION

SIMPLE SLOPE

MULTIPLE BENCH

SIMPLE SLOPE

VERTICAL SIDED LOWER PORTION

FIGURE B-1.2

EXCAVATIONS MADE IN TYPE C SOIL

FIGURE B-1.3

29CFR 1926 OSHA SUBPART P - APPENDIX B - SLOPING AND BENCHING

FIGURE B-1.4

SLOPE OF EXCAVATIONS DETAIL

MAXIMUM ALLOWABLE SLOPES (H:V)

FOR

EXCAVATION LESS THAN 20 FEET DEEP

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

TRUNCATED DOME TACTILE WARNING STRIP DETAIL

SEDIMENT PROTECTION FOR CATCH BASIN

CONSTRUCTION SPECIFICATIONS

TREE PROTECTION DETAIL

DROP CURB DETAIL

2A

CONCRETE SIDEWALK & CURB DETAIL

HYSECURITY

6705 S. 209 ST. SUITE 101

KENT, WA 98032-2327

TOLL FREE: 1-800-321-9947

PHONE: (253) 867-3700

FAX: (253) 867-3702

www.hysecurity.com

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER 1-GS-901-906

29/04/20221-GS-901-906 REVISION DATE

BARRIER ARM OPERATOR, INDUSTRIAL HYDRAULIC TRAFFIC CONTROL - STRONGARM

INDUSTRIAL / DEPARTMENT OF TRANSPORTATION

SELECT DESIRED MODEL:

STRONGARM 14F

STRONGARM 20

STRONGARM 28

PERSPECTIVE

STRONGARMDOT 28

STRONGARM 36

STRONGARM 14F

HTG 320-2 ST

UP TO 14 FT (4.3 M)

2 SECONDS (OPEN)

3 SECONDS (CLOSE)

STRONGARM™ MODELS

STRONGARM 20

HTG 320-3 ST

UP TO 20 FT (6 M)*

3 SECONDS (OPEN)

4 SECONDS (CLOSE)

STRONGARM 28

HTG 320-6 ST

2,000 CYCLES / DAY

3/4 HP

HYDRAULIC

UP TO 28 FT (8.5 M)*

5 SECONDS (OPEN)

6 SECONDS (CLOSE)

-40 TO 158 F (-40 TO 70 C) NO HEATER NECESSARY

5 YEAR

STRONGARMDOT 28

HTG 320-6 DOT ST

UP TO 28 FT (8.5 M)*

5 SECONDS (OPEN)

6 SECONDS (CLOSE)

STRONGARM 36

HTG 320-8 ST

UP TO 36 FT (11 M)**

ADJUSTABLE

86 +/- 2

8 SECONDS (OPEN)

8 SECONDS (CLOSE)

MODEL

PART #

DUTY CYCLE

HORSEPOWER

DRIVE

ARM LENGTH MAX.

FULL OPEN ANGLE

OPEN/CLOSE TIME

TEMP. RATING

FINISH

WARRANTY

* SIDE MOUNT AVAILABLE FOR ARMS UP TO 18 FT (5.5 M). ARMS 20 FT (6 M) OR LONGER REQUIRE COUNTER WEIGHTS.

**ARMS 30 FT (9 M) OR LONGER REQUIRE CABLE TENSIONER AND ARM STABILIZER AND ADDITIONAL COUNTERWEIGHTS.

ZINC PLATED

WITH YELLOW

POWDER COATING

ZINC PLATED

WITH YELLOW

POWDER COATING

HOT DIPPED

GALVANIZED WITH

STAINLESS STEEL

COVER

TRAFFIC CONTROL ARM DETAIL

TYPICAL SIDEWALK DETAIL

6.

DROP CURB DETAIL "B" FOR

DECONTAMINATION TRAILER PAD

2B

DROP CURB AT CORNER DETAIL

2C

CURB DROP INLET PROTECTION

PLAN VIEW

SECTION A-A

A A

PAVEMENT JOINT DETAIL -

ENTRANCE DRIVE WITH EXISTING ROAD

9.

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

CROSSWALK STRIPING DETAIL

EXPANSION JOINT DETAIL

CONCRETE PAVEMENT

STRAIGHT DIRECTIONAL ARROW

PAVEMENT MARKING DETAIL

CONCRETE PAVEMENT

CONTROL JOINT DETAIL

CONCRETE PAVEMENT TO ASPHALT PAVEMENT

JOINT DETAIL

C C

SECTION C-C

BREAKAWAY STYLE

SIGN POST DETAIL

DO NOT

ENTER

DO NOT ENTER

NO PARKING PATIENT DROP-OFF OR PICK-UP ONLY SIGN

EMERGENCY VEHICLES ONLY SIGN

AMBULANCE ENTRANCE SIGN EI-08.03

CONCRETE PAVEMENT DETAIL

RETAINING WALL FOR PLAZA AREA

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

BOLLARD INSTALLATION WITH TURN DETAIL

TYPICAL BOLLARD ARRAY INSTALLATION DETAIL

BOLLARD INSTALLATION ACROSS GRADE DETAIL

REMOVABLE BOLLARD OPTION DETAIL

10" PAWN DECORATIVE BOLLARD COVER DETAIL

IMPACT RATED BOLLARD DETAIL

CONCRETE PAD DETAIL (DEDUCT ALTERNATE NO.4)

NOTE:

BOLLARD POST DETAIL

UTILITY TUNNEL ACCESS

FLEXIBLE MARKER STAKE

DECONTAMINATION TANK

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

1 1.8 2 2.4

6 7

8 9

11 12 14 15 16 17 18

20 21

R

Q

P

N

M

L

K

J

H.8 H.7

H

G

F

E

D

D.2

G.4

W16X26 W16X26

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W16X36

W16X36

W16X26 W18X40

W16X36

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W12X26

W12X26 W12X26

W12X26 W12X26

W16X26

W16X26

W12X26

W12X26

W12X26

W12X26 W12X26

W X

W12X26 W12X26

W16X26 W12X26

W16X26

W X

W X

W X

W X

W X

W12X26

W12X26

W16X26

W14X22

W16X26 W16X26

W

X26

W

X26

W

X26

W 12X26

W X

W X

9 W

X

W12X26

W X

W X

W12X26

W X

W12X26

W X

W X

16.1

BF-4

BF-3

BF-2

BF-5

BF-7

BF-8

MASONRY

SHEAR WALLS

W10X19

BF-9 BF-9

JOINT

2"SEISMIC

W10X19

W10X19

W10X19

W10X19

AREA 1 - 3" x 16 GAUGE

GALVANIZED METAL ROOF DECK,

SEE 2/1-SS-301. TYPICAL

CANT

CANT

CANT

CANT

CANT

BF-6

C A

N T

C A

N T

2"SEISMIC JOINT

F.4

W18X40W16X36

BF-13

B F

-1

BF-10

W14

W

10 BL

W

12 BL

W

W

10 BL

10 BL

10 BL

10 BL

10 BL

10 BL

10 BL

W14

W14

W14

10 BL

10 BL

10 BL

10 BL

W

W

10 BL

W

W

W10

W

W

W

W

B

L

W18W18W18

W18 W18 W21 W18

W14

W

W

W8W18 W18 W18

W14

W

W18W18W18

W

10 BL

W

W

10 BL

10 BL

10 BL

B L

W

W

W

W

B

L W

W 0 W

W

W

B

L

10 BL

10 BL

B

L

B

L

B

L

B

L

B

L

W

W

W

B

L

B

L

W

W

W

W

W

W

W

W

W

W

10 BL

10 BL

6 BL

B

L

W12

1-SS-302

1-SS-303

1-SS-302

C A

N T

W X

1-SS-302

1-SS-302

K.5

W10X19

RD

RD

RD

S

55 59 63

86 85

JOINT

2"SEISMIC

1-SS-302

SIM

1-SS-303

/4

/4

EXISTING 4"± REINF CONC

SLAB W/ 2"± TOPPING (TYP

UNO). T/EXIST STL (11'-5"±).

HSS MOMENT

CONNECTION.

SEE 6/1-SS-301

SKEWED FRAMING

CONNECTIONS.

SEE 3/1-SS-301

1'-5 1/2"

1-SS-302

EXTERIOR FACE OF

EXISTING WALL

1-SS-202

1-SS-302

C10X15.3 (11'-8")

C X

.3

(1

C10X15.3 (11'-8")

C10X15.3 (11'-8")

W10X19 (11'-8")

W10X19 (11'-8")

W10X19 (11'-8")

7"SEISMIC JOINT

1-SS-302

W12X26

1-SS-302

SIM

W

H O

IS

T

B E

A M

W

1-SS-302

SIM

1-SS-302

RD

AT BRACE INTERSECTION,

TYPICAL

OPENING JAMB POST, TYP

W10X19 AT BRACE

INTERSECTION

W10X19

F2

F2

F2

F2

F1

F2

BF-1

W10X19 (11'-8") F2

F3

F3 F3 F3 F3 F3

F4

W10X19 W

12X26

W 12X26

W

X19

2'-5 5/8"

L.5

W X

W X

B F

-1

W12X26

CONNECT TO EXISTING BUILDING

COLUMN, TYPICAL 3-LOCATIONS.

3/8" BENT PLATE, ATTACH TO

BEAM T/FLANGE

3/8" BENT PLATE, ATTACH

TO BEAM T/FLANGE

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W X

W16X26

W18X40

W12X26

W X

W X

W16X26

W16X26

W16X26 W12X26

W12X26

W12X26

W16X26

W16X26

W16X26

W12X26

W12X26

W12X26

W16X26

W12X26

W12X26

W12X26

W X

W18X40

W18X40

W16X26

W12X26

W12X26

W16X26

W16X26

W16X26

W16X26

W16X26

W X

W16X36

W16X26

W16X26

W16X26

W16X26

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

F4

F

F5

F

F5

W10X19

W10X19

W10X19

W10X19

W10X19

3'-3"

/8

3'-3"2

/2

2'-10"

/2

OPEN TO BELOW

(SEE 2/1-SS-104 FOR

WALK-IN LOBBY HIGH

ROOF FRAMING PLAN)

1 1/2" x 16 GAUGE GALV

METAL ROOF DECK,

SEE 2/1-SS-301 5

1-SS-303

SIM

W10X19

W10X19

W X

C X

.3

W X

W12X26

W X

C10X15.3

C X

.3

W12X26

W X

W12X26

C10X15.3 W10X19

W10X19

W10X19

W10X19

CANT

W10X19

W10X19

C X

.3

W10X19

W10X19

W10X19

W10X19

W X

1-SS-303

SIM

1-SS-303

SIMF

W16X36

W12X26

W X

D.1 CANT

CANT

CANT CANT

CANT

W18X35

W10X19

F3

CANT

W14X34

F.3

19.1

W X

W X

W12X26W16X26

12X26 C

AN

T W

12X26

W

X26

W 10X19

W 10X19

W 10X19

W10X19

W X

W 10X19

W X

W 12X26

W X

W X

X

C A

N T

W X

W X

W 10X19

W 10X19

W 12X26

2"

SE

IS

M

IC

J O

IN

T

W10X19

D.5

D.3

B

A

C

W14X34

W12X26

1-SS-202

1-SS-302

SIM

1"

1-SS-104

1-SS-302

SIM

C A

N T

C A

N T

1-SS-202

1-SS-302

SIM

SEE NOTE 13, TYPICAL

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

1-SS-302

J O

IN

T

S E

IS

M

IC

W12X26

W16X26

W10X19

W12X26

W X

W X

W X

W12X26

1-SS-302

W12X26

JO

IN

T

2"SE

ISM

IC

J O

IN

T

"S

E

IS

M

IC

J O

IN

T

"S

E

IS

M

IC

W X

1-SS-303

JOINT

2" SEISMIC

W10X19

W10X19

W 12X26

W

X26

W 12X26

W 10X19

W 10X19

1-SS-302

1-SS-301

1-SS-302

1-SS-302

W12X26 W12X26

W X

W X

AHU-ED-1 WEIGHT = 33,000#

NOTIFY ENGINEER IF THIS WEIGHT

IS TO BE EXCEEDED. COORDINATE

EXACT SUPPLEMENTAL FRAMING

LOCATIONS WITH SHOP

DRAWINGS AND UNIT(S) PROVIDED

AHU-ED-2 WEIGHT = 21,000#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED.

COORDINATE EXACT

SUPPLEMENTAL FRAMING

LOCATIONS WITH SHOP

DRAWINGS AND UNIT(S)

PROVIDE

EXHAUST FAN EF-ED-7

WEIGHT = 2,200# NOTIFY

ENGINEER IF THIS WEIGHT

IS TO BE EXCEEDED

RD RD

EXHAUST FAN EF-ED-6

WEIGHT = 2,300# NOTIFY

ENGINEER IF THIS WEIGHT

IS TO BE EXCEEDED

EXHAUST FAN EF-ED-5 WEIGHT = 2,100#

NOTIFY ENGINEER IF THIS WEIGHT IS TO

BE EXCEEDED

W X

W X

W X

W X

W X

W X

W X

W X

W8X10

W8X10 W8X10 W8X10 W8X10 W8X10

W8X10W8X10

W8X10

W8X10W8X10

1-SS-3049

W X

W 10X19

W12X26

1-SS-301

EOD

9 1/2"

F3

1 1/2" x 16 GAUGE GALV

METAL ROOF DECK,

SEE 2/1-SS-301

1 1/2" x 16 GAUGE GALV

METAL ROOF DECK,

SEE 2/1-SS-301

W12X26

W8X10

W X

W X

W8X10

W X

W X

W X

W X

W X

W X

W X

W X

W8X10

W X

W X

EF-ED-1 WEIGHT = 250#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED

EF-ED-2 WEIGHT = 200# NOTIFY ENGINEER

IF THIS WEIGHT IS TO BE EXCEEDED

ACCU-2 WEIGHT = 250# NOTIFY ENGINEER

IF THIS WEIGHT IS TO BE EXCEEDED

ACCU-3 WEIGHT = 250#

NOTIFY ENGINEER IF

THIS WEIGHT IS TO BE

EXCEEDED

ACCU-1 WEIGHT = 250#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED

PREFABRICATED

METAL CANOPY

W X

W18X40

W12X26

W X

W X

W X

W X

2.5

W16X36

W12X26

1-SS-303

W18X40

RD

W12X26

RD

RD

RD

RD

RD

RD

W12X26

CANT

W X

2" SEISMIC JOINT

W10X19

/8

D.8

AREA 2 - 3" x 16 GAUGE

GALVANIZED METAL ROOF

DECK, SEE 2/1-SS-301.

AREA 3 - 3" x 16 GAUGE

GALVANIZED METAL ROOF

DECK, SEE 2/1-SS-301. TYPICAL

AREA 4 - 3" x 16 GAUGE

GALVANIZED METAL ROOF

DECK, SEE 2/1-SS-301.

1-SS-302

1-SS-302

W X

W X

W X

W X

THROUGH PLATE

CONNECTION

THROUGH PLATE

CONNECTION

W X

A=22K

A=76K

A=46K A=35K A=35K A=23K A=23K

A

K A

K A

K A

K A

K A=52KA=52K

A

K A

K

A=14KA=14K

A

K

THROUGH PLATE

EACH OF THESE

CONNECTIONS.

DESIGN FOR A = 90K

THROUGH PLATE

EACH OF THESE

CONNECTIONS.

DESIGN FOR A = 90K

A

K

A

K

A

K

W8X10

W8X10

E Q

E Q

E Q

1-SS-302

1-SS-302

1-SS-302

1-SS-302

1-SS-302

1-SS-302

1-SS-302

W X

W X

1-SS-302

1-SS-302

1-SS-302

PREFABRICATED

METAL CANOPY

NOTES:

1. T/STEEL (B/DECK) ELEVATION (13'-6") WITH RESPECT TO REFERENCE ELEVATION (0'-0")

UNLESS NOTED OTHERWISE.

2. ELEVATIONS NOTED ( ) ARE TO T/STEEL (B/DECK) WITH RESPECT TO ELEVATION (0'-0").

3. EQUALLY SPACE ROOF BEAMS BETWEEN COLUMNS UNLESS NOTED OTHERWISE.

4. BF_- INDICATES STEEL BRACED FRAME. SEE 1-SS-304 FOR SCHEMATICS AND DETAILS.

5. SEE 5/1-SS-301 FOR TYPICAL FRAMING CONNECTIONS TO HSS COLUMNS.

6. EOD INDICATES EDGE OF DECK.

7. SEE 1-SS-001 FOR LINTEL NOTES. NOT ALL LINTELS IN WALLS ARE SHOWN.

8. SEE 3/1-SS-301 FOR TYPICAL SKEWED PLATE SHEAR CONNECTION

9. RD - INDICATES ROOF DRAIN

EF - INDICATES EXHAUST FAN

RV - INDICATES ROOF VENT

COORDINATE SIZE AND LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.

PROVIDE ROOF OPENING ANGLE FRAME AT ROOF DRAINS, VENTS, EXHAUST FANS, AND

HATCHES. SEE 1/1-SS-301.

10. NOTIFY ENGINEER IF ACTUAL WEIGHTS OF MECHANICAL UNITS EXCEED WEIGHTS NOTED ON

PLAN. COORDINATE EXACT DIMENSIONS AND LOCATIONS WITH THE MECHANICAL DRAWINGS

AND UNITS SUPPLIED.

11. SEE 1-SS-400 FOR CFMF ELEVATIONS, SECTIONS AND DETAILS.

12. SEE SHEET 1-SS-500 FOR COLUMN SCHEDULE

13. F_ INDICATES BLAST FRAME. SEE 1-SS-400

14. SEE 1-SS-001 FOR ADDITIONAL NOTES.

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/2

/2

:0

:5

1-SS-103

ROOF FRAMING PLAN BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-SS-103

1 ROOF FRAMING PLAN

0' 4' 8' 32'16'

Revisions: Date:

CODE

ACCESSORY LEGEND

ITEM MODEL NUMBER

CODE BLUECB SEE SPECS

C CCLOTHING HOOKCH SEE SPECS

DIAPER CHANGING STATIONDCS SEE SPECS

GRAB BARGB SEE SPECS

LIQUID SOAP DISPENSERLSD SEE SPECS

MOP/ BROOM HOLDERMBH SEE SPECS

MIRRORMR SEE SPECS

NURSE CALLNC SEE SPECS

PAPER TOWEL DISPENSERPTD SEE SPECS

SANITARY NAPKIN DISPOSALSND SEE SPECS

TOILET PAPER DISPENSERTTH SEE SPECS

FIRE EXTINGUISHER CABINETFEC SEE SPECS

ACQUISITION CODE

C C

C C

C C

C C

C C

C C

V C

C C

V C

C C

V C

FEC SIGNAGE

H T

TEL/

DATA

TWIST LOCK

RECEPTACLE

RECEPTACLE

'-6

'-0

DOOR

ACTUATOR

LIGHTING

SWITCHES

HUMIDISTAT

THERMOSTAT

ALARM

PANEL

FIRE HOSE

CABINET (FHC)

'-0

'-0

'-0

ZONE VALVE BOXES

Z.V. Z.V.

ELECTRIC PANEL

(E.P.)

'-6

'-0

FIRE EXTINGUISHER

CABINET (FEC)

'-6

'-0

'-1

CH

'-4

SHARPS BOX

PTD

'-2

LSD

'-6

SND

'-3

'-0

HOLDER OUTLET

AND TOP EDGE OF

DISPOSAL

'-9

DIAPER

CHANGING STATION

M A

T C

H

IN

G S

H O

W E

R S

U R

R O

U N

D S

Y S

T E

M T

O B

E

P R

O V

ID

E

D W

IT

H

M A

N U

F A

C T

U R

E R

'S S

H O

W E

B

S E

SHOWER

GB-1

GB-1

FOLD DOWN BENCH

1'-6"

'-6

'-1

"6"

GB-2

'-0

'-6

2'-0"

CURTAIN ROD

(CR-1)

SHOWER CURTAIN

(SC-1)

4" MAX.

SHOWER HEAD ON

ADJUSTABLE SLIDE

SOFFIT

3" LIGHT VALANCE

COUNTERTOP AND

BACKSPLASH AS

INDICATED

SINK & FAUCET - SEE

PLUMBING DRAWINGS

DOOR SWING

WALL BASE

ADJUSTABLE SHELVES ON BRACKETS

STANDARDS

WIREMOLD/ RECEPTACLE - COORDINATE

WITH ELECTRICAL DRAWINGS

WORK SURFACE

FABRIC WRAPPED

TACK PANEL

BACKSPLASH, AS INDICATED

METAL SUPPORT

BRACKET

WALL CABINET

CABINET

MICROWAVE

OPEN

WALL CABINET

WALL SHELVES

ADJUSTABLE

COUNTER/ SINK BASE CABINET

(1) DRAWER

BASE CABINET/ BASE CABINET

(4) DRAWER

BASE CABINET/

W/ BACKSPLASH

WORKSURFACE

NOTE:

CABINET TYPE LEGEND GRAPHICALLY DENOTES MILLWORK TYPES

FOUND IN INTERIOR ELEVATIONS. SEE MILLWORK SECTIONS DRAWING

SHEET FOR CORRESPONDING MILLWORK SECTIONS.

DOOR PULLS

V A

R

IE

S

C O

U N

T E

R H

E

IG

H T

SLOPED TOP

OPEN

U .N

.O

MICROWAVE

SINK APRON

MR

PTD

'-4

1'-3"

'-1

MIN.

8"

LEG CLEARANCE

11"MIN.

CLEARANCE

9"TOE

'-3

LAVATORY

'-1

'-0

MR

LIQUID SOAP

DISPENSER

LSD

CLEAR KNEE SPACE

TYPICAL MOUNTING HEIGHTS AT TOILET

ROOMS UNLESS OTHERWISE NOTED.

1'-6"

3'-6" 1'-0"

'-1

'-9

'-6

39" TO 41"

3'-0" 6"

TOILET - FLOOR MOUNTED

'-5

'-6

7" TO 9"

'-0

NC

GB

GB

TTH

GB

CUT HORIZONTAL

FASTENER FROM STUD

VERTICAL WALL STUDS AT

16" [406MM] OR 24" [610MM]

O.C.

FASTEN AT BOTH

ENDS WITH MIN. 4

TAPPING SCREWS.

WALL FINISH

ISOMETRIC

PLAN

NOTE:

CONTRACTOR SHALL COORDINATE

LOCATIONS OF HORIZONTAL

FASTENERS.

CODE

ABBREVIATIONS LEGEND (NOT ALL ABBREVIATIONS MAY BE USED)

ABBREVIATED TERM

ARCHITECT/ ARCHITECTURALARCH

BOTTOM OFB/

BUILDINGBLDG

BEARINGBRG

BASE PLATEBP

CANTILEVERCANT

CONTROL, CONTRACTION, CONSTRUCTION JOINTCJ

CENTER LINE℄

CONCRETE MASONRY UNIT(S)CMU

APPROXIMATEAPPROX

CONCRETECONC

CONTINUOUSCONT

COLUMNCOL

COLD-FORMED METAL FRAMING CFMF

COORDINATECOORD

DIAMETERØ

DIMENSIONDIM

DOWNDN

DITTOdo

DRAWINGDWG

EACHEA

EXPANSION JOINT EJ

ELECTRICALELEC

ELEVATIONEL

ELEVATOR ELEV

ENGINEERENGR

EMBEDDED EMBD

EQUALEQ

EQUIPMENT EQUIP

EACH SIDE ES

EACH WAY EW

INTERIOR INT

CODE ABBREVIATED TERM

INVERT INV

KIPSK

LONGLG

LONG LEG VERTICAL LLV

LIGHT WEIGHTLW

LOWLO

MANUFACTURERMANUF

MAXIMUMMAX

MECHANICALMECH

MINIMUMMIN

LONG LEG HORIZONTALLLH

MISCELLANEOUSMISC

MASONRY OPENINGMO

NOT APPLICABLENA

VERTICAL VERT

CODE ABBREVIATED TERM

VERIFY IN FIELD VIF

WITHW/

WORK POINT WP

WALL CONTROL OR CONSTRUCTION JOINT WCJ

WELDED WIRE REINFORCEMENT WWR

PRECAST PC

PRESSURE TREATED PT

RADIUSR

ROOF DRAIN RD

REGISTERED DESIGN PROFESSIONAL RDP

REQUIRED REQD

REINFORCING OR REINFORCED REINF

REVISION OR REVISED REV

ROUGH OPENING RO

SIMILAR SIM

STANDARD STD

SQUARE FEETSF

STAINLESS STEEL SS

STEEL STL

SQUARESQ

TOP OFT/

UNLESS NOTED OTHERWISE UNO

EDGE OF SLAB EOS

FLOOR DRAIN FD

FOUNDATION FDN

FOOTING FTG

GAUGEGA

GALVANIZED GALV

HOLLOW STEEL SECTION HSS

HORIZONTAL HORIZ

HIGH POINT HP

HEATING/ VENTILATING/ AIR CONDITIONING HVAC

INFORMATION INFO

GYPSUM WALL BOARD GYP.

POWDER-ACTUATED FASTENER PAF

PROFESSIONAL ENGINEERPE

POUNDS PER LINEAR FOOT PLF

POUNDS PER SQUARE FOOTPSF

POUNDS PER SQUARE INCH PSI

POUNDS PER CUBIC FOOTPCF

EXISTING EXIST

EXPANSION EXP

EXTERIOR EXT

EDGE OF DECK EOD

NOT IN CONTRACTNIC

NOMINALNOM

NORMAL WEIGHTNW

ON CENTEROC

OUTSIDE DIAMETEROD

OPENINGOPNG

OPPOSITEOPP

PLATEPL

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:2

P

M

1-AS-001

GENERAL NOTES, TYPICAL

ELEVATIONS

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 Checker MM

100% FOR BID

20057

SCALE: 1/2" = 1'-0"1-AS-001

4 TYPICAL MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"1-AS-001

2 TYPICAL TOILET ROOM MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"1-AS-001

3 TYPICAL CABINET TYPE LEGEND

SCALE: 1/2" = 1'-0"1-AS-001

1 TOILET ROOM FIXTURE LOCATIONS

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNMENT CODES INCLUDING BUT NOT LIMITED TO OSHA, ADA

AND NFPA.

2. ALL ENTRANCES SHALL COMPLY WITH THE ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS, OR VA

BARRIER FREE DESIGN STANDARD WHICHEVER IS MORE STRINGENT.

3. CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND NOTIFY THE VA COR OF ANY INACCURACIES.

4. THE CONTRACTOR SHALL HOLD THE VA COR, ARCHITECT AND ENGINEERS HARMLESS AGAINST ANY AND ALL CLAIMS

ARISING FROM WORK PERFORMED BY THE CONTRACTOR ON THE SITE.

5. COMMENCE WORK IMMEDIATELY UPON AWARD OF THE CONTRACT AND PROCEED DILIGENTLY AND CONTINUOUSLY

TO COMPLETION.

6. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE WORK.

7. PROVIDE ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD

PRACTICES.

8. ALL MATERIALS SHALL BE AS SPECIFIED, OR EQUAL AS APPROVED BY DESIGN TEAM. MATERIALS SPECIFIED INDICATE QUALITY INTENT THAT WILL BE USED AS A BASIS FOR REVIEW OF SUBSTITUTES. FINAL APPROVAL OF PRODUCTS AND EQUALS TO BE PROVIDED BY THE ARCHITECT, ENGINEER AND VA COR AS REQUIRED.

9. PROVIDE VA COR WITH TIMELINE SCHEDULE FOR INSTALLATION OF VA COR-PROVIDED, CONTRACTOR- INSTALLED

EQUIPMENT.

10. ALL ITEMS WHICH ARE NOT SPECIFICALLY REFERRED TO ON THESE DRAWINGS ARE TO BE SELECTED BY THE VA COR FROM THE MANUFACTURER'S STANDARD SAMPLES SHOWING FULL RANGE OF TEXTURES AND COLORS AVAILABLE.

11. FOLLOW MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR INSTALLATION OF ALL MATERIALS.

12. THE WORDS "PROVIDE" OR "SUPPLY" SHALL INCLUDE BOTH FURNISHING AND INSTALLING THE SPECIFIED OR

DETAILED ITEM, IN PLACE AND READY FOR OPERATION AND USE.

13. CONTRACTOR SHALL STORE MATERIALS IN AREAS DESIGNATED BY VA COR. DELIVERY OF MATERIALS SHALL BE AS

DIRECTED BYVA COR.

14. ALL DIMENSIONS SHALL BE FIELD VERIFIED. DO NOT SCALE DRAWINGS. INDICATED DIMENSIONS ARE TO CENTERLINE OF STEEL, FACE OF EXISTING GYPSUM BOARD PARTITIONS, FACE OF STUDS AT NEW GYPSUM BOARD

PARTITIONS OR FACE OF CMU.

15. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE

WORK COMPLETE WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT.

16. PROTECT FINISHED FLOORS AND OTHER SURFACES WITH DURABLE SHEET MATERIALS FROM TRAFFIC, DIRT, WEAR, DAMAGE OR MOVEMENT OF HEAVY OBJECTS.

17. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH DURING CONSTRUCTION. LEAVE PROJECT AREA BROOM CLEAN AT THE END OF EACH DAY. REMOVE ALL DEBRIS FROM THE SITE IN ACCORDANCE WITH STATE AND

LOCAL CODES. COORDINATE REMOVAL WITH VA COR.

18. PERFORM FINAL CLEANING AT THE END OF THE CONTRACT. CLEAN INTERIOR SURFACES, EQUIPMENT AND

FIXTURES. REPLACE FILTERS AT MECHANICAL EQUIPMENT.

19. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE

WORK AREA TO MINIMIZE DAMAGE.

20. USE SUITABLE METHODS TO LIMIT DUST AND DIRT FROM ADJACENT AREAS. CLEAN ADJACENT SURFACES DIRTIED BY

THE REMOVALS.

ACQUISITION CODE LEGEND:

C C - CONTRACTOR FURNISHED AND INSTALLED

V C - VA FURNISHED, CONTRACTOR INSTALLED

V V - VA FURNISHED AND INSTALLED

N.T.S1-AS-001

5 ANCHORAGE - TYPICAL GRAB BARS AND CABINETS

A08

PARTITION TYPE

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

7/8" x 20 GA FURRING HAT

CHANNEL AT 16" O.C.

EXISTING WALL ASSEMBLY

SCALE: 1" = 1'-0"

1 1/2"

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 1/2" ACOUSTICAL BATT

INSULATION

3 5/8" 20 GA AT 16" O.C.

STEEL STUD FRAMING

J08

PARTITION TYPE

SCALE: 1" = 1'-0"

4 1/4"

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J18

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

6" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

L18

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

7 1/4"

1" GYP. WALLBOARD

LINER, ONE SIDE

2 1/2" C-H STUD x 20 GA. AT 24"

O.C. STEEL STUD FRAMING

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

R25

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 43 UL DESIGN No. U415

(1 HR. RATING ASSEMBLY)

3 1/8"

MASONRY JOINT

REINFORCEMENT

D04

PARTITION TYPE

SCALE: 1" = 1'-0"

8" (NOMINAL) CONCRETE

MASONRY UNIT

UL DESIGN No. U905

(WHERE 1 HR / 2 HR.

RATING NOTED)

10 5/8"

LOOSE MASONRY FILL

INSULATION (AS INDICATED)

1 1/2" RIGID INSULATION

7/8" FURRING CHANNEL

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

(2) LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD, EACH

SIDE - STAGGER JOINTS

3 1/2" ACOUSTICAL

BATT INSULATION

J14

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 56 UL DESIGN No. U411 (WHERE 2 HR.

RATING NOTED)

6 1/8"

(2) LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD,

EACH SIDE

3 1/2" ACOUSTICAL BATT

INSULATION

3 5/8" 20 GA AT 16" O.C.

STEEL STUD FRAMING

J09

PARTITION TYPE

SCALE: 1" = 1'-0"

4 7/8"

MASONRY JOINT

REINFORCEMENT

E04

PARTITION TYPE

SCALE: 1" = 1'-0"

4" (NOMINAL) CONCRETE

MASONRY UNIT

UL DESIGN No. U905

(WHERE 1 HR / 2 HR.

RATING NOTED)

3 5/8"

LOOSE MASONRY FILL

INSULATION (AS INDICATED)

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

3 5/8" x 20 GA. AT 16" O.C.

STEEL STUD FRAMING

(1) LAYER 1/2" IMPACT-

RESISTANT GYPSUM

WALLBOARD

J16

PARTITION TYPE

SCALE: 1" = 1'-0"

3 1/2" ACOUSTICAL BATT

INSULATION

1/2" RESILIENT CHANNEL

6"

NOTE:

PROVIDE CONTINUOUS BEAD OF ACOUSTICAL

SEALANT AROUND PERIMETER OF WALL

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J36

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, BOTH SIDES

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J40

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" LEAD LINED TYPE "X" GYPSUM

WALLBOARD (1/16" THICK LEAD) UP

TO 7'-0" AFF , ONE SIDE

NOTE: THICKNESS AND EXTENT OF LEAD

SHIELDING TO BE CONFIRMED WITH SITE

SPECIFIC EQUIPMENT AND PHYSICIST REPORT

G30

PARTITION TYPE

2 1/2" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

2 1/2" ACOUSTICAL

BATT INSULATION

SCALE: 1" = 1'-0"

3 1/8"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE

3 1/2" ACOUSTICAL

BATT INSULATION

J34

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

4 7/8"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J43

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" LEAD LINED TYPE "X"

GYPSUM WALLBOARD (X"

THICK LEAD), ONE SIDE

6" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

L34

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

7 1/4"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE

6" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

L36

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

7 1/4"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, BOTH SIDES

5/8" LEAD LINED TYPE "X" GYPSUM

WALLBOARD (1/16" THICK LEAD)

UP TO 7'-0" AFF, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J41

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

NOTE: THICKNESS AND EXTENT OF LEAD

SHIELDING TO BE CONFIRMED WITH SITE

SPECIFIC EQUIPMENT AND PHYSICIST REPORT

PARTITION TYPE SYMBOLS

--S

PARTITION TYPE

HOURLY FIRE RATING: PARTITION EXTENDS

TO BOTTOM OF STRUCTURE ABOVE.

PARTITION TYPE

PARTITION EXTENDS TO DECK ABOVE

AND SEALED WITH SAFING.

FRAMING EXTENDS TO BOTTOM OF

STRUCTURE ABOVE.

PARTITION TYPE

FINISHES ONE SIDE EXTEND TO 6" ABOVE

HIGHEST ADJACENT CEILING. FINISHES

ONE SIDE EXTEND TO BOTTOM OF

STRUCTURE ABOVE.

PARTITION FRAMING EXTENDS TO

STRUCTURE ABOVE. GYPSUM WALL BOARD

TERMINATES 6" ABOVE HIGHEST ADJACENT

CEILING.

PARTITION TYPE

SUFFIX "S" INDICATES SMOKE PARTITION -

SEAL ONE SIDE TO DECK AND AROUND

ALL PENETRATIONS.

INFILL OPENING. MATCH WALL THICKNESS

AND ALIGN WITH EXISTING WALL.

INFILL

PARTIAL HEIGHT WALL TO UNDERSIDE OF

COUNTER UNLESS OTHERWISE NOTED.

PART

--S SUFFIX "S" INDICATES SMOKE PARTITION -

SEAL TO DECK AND AROUND ALL

PENETRATIONS.

1. THE PARTITION TYPE SYMBOLS WILL KEY THE PARTITION TYPES ON PLANS.

2. ANY PENETRATION THROUGH HOURLY RATED PARTITIONS SHALL BE

FIRESTOPPED WITH MATERIALS TO EQUAL THE HOURLY RATING OF THE

PARTITION SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. EXISTING WALLS

WITH NEW PENETRATIONS ARE TO BE SEALED AS REQUIRED TO MAINTAIN

RATING.

3. ALL NEW PARTITIONS TO BE UNLESS OTHERWISE NOTED.

COORDINATE WITH PARTITION TYPE SCHEDULE.

4. ALL CHASES AND DUCT/ PIPE/ COLUMN ENCLOSURES TO BE UNLESS

OTHERWISE NOTED.

5. SEE ROOM FINISH SCHEDULE & INTERIOR ELEVATIONS FOR TILE LOCATIONS AND

HEIGHTS.

6. PROVIDE TYPE "X" MMMR GYPSUM WALLBOARD IN LIEU OF STANDARD TYPE "X"

GYPSUM WALLBOARD AT THE FOLLOWING LOCATIONS, UNLESS NOTED

OTHERWISE ON PLANS AND SECTIONS:

- TOILET AND SHOWER ROOMS

- BASEMENT SPACES AND OTHER BELOW GRADE AREAS

- INSIDE FACE OF EXTERIOR WALLS.

PARTITION TYPE NOTES

J18

J08

G08

PARTITION TYPE

2 1/2" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

2 1/2" ACOUSTICAL

BATT INSULATION

SCALE: 1" = 1'-0"

3 1/8"

3 1/2" ACOUSTICAL BATT

INSULATION

3 5/8" 20 GA AT 16" O.C.

STEEL STUD FRAMING

J30

PARTITION TYPE

SCALE: 1" = 1'-0"

4 1/4"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE 5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 5/8" x 20 GA. AT 16" O.C.

STEEL STUD FRAMING

(1) LAYER 1/2" IMPACT-RESISTANT

GYPSUM WALLBOARD

J39

PARTITION TYPE

SCALE: 1" = 1'-0"

3 1/2" ACOUSTICAL BATT

INSULATION

1/2" RESILIENT CHANNEL

6"

NOTE:

PROVIDE CONTINUOUS BEAD OF ACOUSTICAL

SEALANT AROUND PERIMETER OF WALL

5/8" TYPE "X" CEMENT BACKER

BOARD TO TOP OF TILE, ONE SIDE

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

M18

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

9 1/4"

8" x 20 GA AT 16" O.C. STEEL

STUD FRAMING

(2) LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD, EACH

SIDE - STAGGER JOINTS

5 1/2" ACOUSTICAL

BATT INSULATION

M14

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 56 UL DESIGN No. U411

(WHERE 2 HR.

RATING NOTED)

10 1/2"

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:2

P

M

1-AS-002

PARTITION TYPES STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 Checker MM

100% FOR BID

20057Revisions: Date:

UP

UP

B40-8

MORGUE

B43-2

ELEVATOR

RM

B41

B43-3

ELEV.

VEST

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1B40-2 B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B37-1

B37-2

EXISTING UTILITY TUNNEL

EXISTING AREAWAY

SW6

STAIR

ELEV

B44

CANTEEN

C51-2 C51-1

SW5

STAIR

SW4

STAIR

120'-6" MAX TRAVEL

REM

O

TENESS

O F E

XIT

S 8

1'

M

AX D

IA

G

O

NAL

6'

C O

M M

O N

P A

T H

EXISTING

WAREHOUSE

B37

EMPLOYEE

GYM

NOTE: CONTRACTOR MUST MAINTAIN A

CLEAR EGRESS PATH TO SW5 AT ALL TIMES.

BASEMENT

IT

E004

BIOMED

E005

STORAGE

E001

PASSAGEWAY

B001

MECH.

B43-4

C-WING

HEALTHCARE

OCCUPANCY

HEALTHCARE

OCCUPANCY

B-WING

HEALTHCARE

OCCUPANCY

LIFE SAFETY LEGEND:

SMOKE BARRIER - 1 HR FIRE RATED

EXIT SIGN (E-EXISTING)

EXISTING AREA TO REMAIN

(NOT IN CONTRACT)

EXIT

FIRE EXTINGUISHER CABINETFEC

SMOKE PARTITION - 0 HR FIRE RATED

(LIMIT TRANSFER OF SMOKE)

1 HR FIRE RATED BARRIER (45 MINUTE

DOOR)

2 HR FIRE RATED BARRIER (1 1/2 HR

DOOR AND FIRE DAMPERS)

CORRIDOR WALL - SMOKE PARTITION - 0 HR

FIRE RATED (LIMIT TRANSFER OF SMOKE)

LIFE SAFETY SCHEDULE - BASEMENT (FULL BUILD OUT)

MAX. TRAVEL

DISTANCE

OCCUPANCY

CONSTRUCTION

TYPE

NEW HEALTHCARE

CHAPTER 18

ACTUAL / REMARKS

(IF APPLICABLE)2021

CODE NFPA 101

I (332)

TABLE 18.1.6.1

MINIMUM

CORRIDOR WIDTH

REQ'D # EXITS

200'

18.2.6.2.2

120'-6" (COMPLIES)

30'

18.2.5.3

4'-0" (COMPLIES)

3'-8" STAFF AREAS

18.2.3.4

VARIES: 4'-4" MIN

(COMPLIES)

2 REQ'D

7.4.1.1

2 EXITS

(COMPLIES)

MAXIMUM DEAD

END CORRIDOR

FGI GUIDELINES

6'-0" (PUBLIC W/

STRETCHER)

5'-0" (PATIENT AREAS)

3'-8" (STAFF)

8'-0" (SEMI-RESTRICTED

O.R.)

3.7-7.2.2.1/3.1-7.2.2.1

PROJECT/BUILDING INFORMATION

BUILDING IS FULLY SPRINKLERED

PROJECT IS LOCATED AT THE FIRST FLOOR & BASEMENT

REMOTENESS OF

EXITS

NOT LESS THAN 1/3 MAX

DISTANCE (186'/ 3 = 62')

7.5.1.4

-- 81'-0" (COMPLIES)

I (332)

REQUIRED EGRESS

WIDTH (STAIRS)

.3" / OCCUPANT=39"

TABLE 7.3.3.1

44" (COMPLIES)

REQUIRED STAIR

DIMENSIONS (NEW)

WIDTH (MIN.)

LANDINGS

RISERS

TREADS

HEAD HEIGHT

MAX HT BETWEEN

LANDINGS

COMPLIES

OCCUPANT LOAD 1 OCCUPANT/500 SF

TABLE 7.3.1.2

23 OCCUPANTS

RATING-STORAGE 100

SF OR GREATER

RATING-SOILED

MAXIMUM SMOKE

COMPARTMENT

TRAVEL DISTANCE

MAXIMUM SMOKE

COMPARTMENT

PROJECT SQUARE FOOTAGE, FIRST FLOOR: ADDITION = 11,145 SF, RENOVATION = 260 SF

REQUIRED EGRESS

WIDTH (PROJECT

CORRIDOR)

.2" / OCCUPANT=26"

(36" MIN)

TABLE 7.3.3.1

-- (COMPLIES)

NO RATING REQUIRED

LIMIT THE TRANSFER OF

SMOKE

18.3.6.2.2

SMOKE LIMITING

PARTITION

2-HR2 HR-4 STORIES & MORE

7.1.3.2.1 (3)

RATINGS -

CORRIDORS

RATINGS -

STAIRS

2-HR

(FLOOR)

1 HR-3 STORIES & LESS

BUT NO LESS THAN FLOOR

RATING

8.6.5

RATINGS -

SHAFTS

22,500 GSF

18.3.7.1(3)

N/A--

200' 18.3.7.1(5)

N/A--

1-HR

18.3.2.1.2 (5)

N/A--

1-HR

18.3.2.1.2 (7)

N/A--

FGI (2018)

N/A

TABLE 7.2.2.2.1.1 (a)

COMMON PATH

OF TRAVEL

100' 18.2.5.2

60' - 6" (COMPLIES)

44" TABLE 7.2.2.2.1.2 (B)

44" 7.2.2.3.2.3

7" MAX

11" MIN

6' - 8" MIN

12'-0"

MAXIMUM PROBABLE

OCCUPANTS

EXT. BEARING WALLS: 3 HRS

COLUMNS & BEAMS: 3 HRS

(2 IF SUPPORTING ONLY 1

FLR/ ROOF)

FLOOR-CEILING: 2 HRS

ROOF-CEILING: 1.5 HOURS

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:5

P

M

1-LS-100

BASEMENT LIFE SAFETY PLAN AND

SCHEDULE

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

Approver

March 18, 2022 MH JD

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-LS-100

1 BASE BID - BASEMENT LIFE SAFETY PLAN

UP

LIFE SAFETY LEGEND:

SMOKE BARRIER - 1 HR FIRE RATED

EXIT SIGN (E-EXISTING)

EXISTING AREA TO REMAIN

(NOT IN CONTRACT)

EXIT

FIRE EXTINGUISHER CABINETFEC

SMOKE PARTITION - 0 HR FIRE RATED

(LIMIT TRANSFER OF SMOKE)

1 HR FIRE RATED BARRIER (45 MINUTE

DOOR)

2 HR FIRE RATED BARRIER (1 1/2 HR

DOOR AND FIRE DAMPERS)

CORRIDOR WALL - SMOKE PARTITION - 0 HR

FIRE RATED (LIMIT TRANSFER OF SMOKE)

LIFE SAFETY SCHEDULE - BASEMENT ALTERNATE

MAX. TRAVEL

DISTANCE

OCCUPANCY

CONSTRUCTION

TYPE

NEW HEALTHCARE

CHAPTER 18

ACTUAL / REMARKS

(IF APPLICABLE)2021

CODE NFPA 101

I (332)

TABLE 18.1.6.1

MINIMUM

CORRIDOR WIDTH

REQ'D # EXITS

200'

18.2.6.2.2

60'-8"' (COMPLIES)

30'

18.2.5.3

4'-0" (COMPLIES)

3'-8" STAFF AREAS

18.2.3.4

VARIES: 4'-4" MIN

(COMPLIES)

1 REQ'D

7.4.1.1

1 EXIT

(COMPLIES)

MAXIMUM DEAD

END CORRIDOR

FGI GUIDELINES

6'-0" (PUBLIC W/

STRETCHER)

5'-0" (PATIENT AREAS)

3'-8" (STAFF)

8'-0" (SEMI-RESTRICTED

O.R.)

3.7-7.2.2.1/3.1-7.2.2.1

PROJECT/BUILDING INFORMATION

BUILDING IS FULLY SPRINKLERED

PROJECT IS LOCATED AT THE FIRST FLOOR & BASEMENT

REMOTENESS OF

EXITS

NOT LESS THAN 1/3 MAX

DISTANCE…