PWS Attachments.pdf

Attachments: Building 1 Fire Suppression System Survey and Design Basis Reconstitution

1979_Record

2000_sprinkler_survey_drawings

2011_Westend_renovation

Department of Veterans Affairs

LEEDS, MASSACHUSETTS 01053

BUILDING 1 WEST WING

GERI PSYCH UNIT

PROJECT NO. 126.107

AS BUILT DRAWING PACKAGE

FEBRUARY 14, 2019

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DRAWING LIST

1-M301 MECHANICAL THIRD FLOOR ATTIC SECTIONS

1-M501 MECHANICAL DETAILS SHEET 1

1-M502 MECHANICAL DETAILS SHEET 2

1-M503 MECHANICAL DETAILS SHEET 3

1-M601 MECHANICAL CONTROLS SHEET 1

1-M602 MECHANICAL CONTROLS SHEET 2

1-M701 MECHANICAL RISER DIAGRAMS SHEET 1

1-M702 MECHANICAL RISER DIAGRAMS SHEET 2

1-M801 MECHANICAL SCHEDULES SHEET 1

1-M802 MECHANICAL SCHEDULES SHEET 2

1-E001 ELECTRICAL LEGEND & NOTES

1-EL103 ELECTRICAL SECOND FLOOR LIGHTING RENOVATION PLAN

1-EL104 ELECTRICAL THIRD FLOOR ATTIC LIGHTING RENOVATION PLAN

1-EP103 ELECTRICAL SECOND FLOOR POWER RENOVATION PLAN

1-EP104 ELECTRICAL THIRD FLOOR ATTIC POWER RENOVATION PLAN

1-ES103 ELECTRICAL SECOND FLOOR SIGNAL RENOVATION PLAN

1-ES104 ELECTRICAL THIRD FLOOR ATTIC SIGNAL RENOVATION PLAN

1-E501 ELECTRICAL DETAILS

1-E601 ELECTRICAL POWER DISTRIBUTION DIAGRAM

1-E602 ELECTRICAL LOW VOLTAGE DIAGRAMS

1-F001 FIRE PROTECTION LEGEND

1-FX103 FIRE PROTECTION SECOND FLOOR RENOVATION PLAN

1-FX104 FIRE PROTECTION THIRD FLOOR ATTIC RENOVATION PLAN

1-F501 FIRE PROTECTION DETAILS

1-A103 SECOND FLOOR PLAN

1-A104 THIRD FLOOR ATTIC PLAN

1-AI103 SECOND FLOOR REFLECTED CEILING PLAN

1-A201 RENOVATION EXTERIOR ELEVATIONS SHEET 1

1-A202 RENOVATION EXTERIOR ELEVATIONS SHEET 2

1-A301 SECOND FLOOR ROOM FINISH SCHEDULE

1-A302 SECOND FLOOR DOOR SCHEDULE

1-A401 ENLARGED PLANS & INTERIOR ELEVATIONS SHEET 1

1-A402 ENLARGED PLANS & INTERIOR ELEVATIONS SHEET 2

1-A403 ENLARGED PLANS & INTERIOR ELEVATIONS SHEET 3

1-A404 ENLARGED PLANS & INTERIOR ELEVATIONS SHEET 4

1-P001 PLUMBING LEGEND & SCHEDULES

1-PL101 PLUMBING BASEMENT RENOVATION PLAN

1-PL102 PLUMBING FIRST FLOOR RENOVATION PLAN

1-PL103 PLUMBING SECOND FLOOR RENOVATION PLAN

1-PL104 PLUMBING THIRD FLOOR ATTIC RENOVATION PLAN

1-P501 PLUMBING DETAILS SHEET 1

1-P502 PLUMBING DETAILS SHEET 2

1-P503 PLUMBING DETAILS SHEET 3

1-M001 MECHANICAL LEGEND & NOTES

1-MH101 MECHANICAL BASEMENT RENOVATION PLAN

1-MH102 MECHANICAL FIRST FLOOR RENOVATION PLAN

1-MH103 MECHANICAL SECOND FLOOR RENOVATION PLAN

1-MH104 MECHANICAL THIRD FLOOR ATTIC DUCTWORK RENOVATION PLAN

1-MP104 MECHANICAL THIRD FLOOR ATTIC PIPING RENOVATION PLAN

1-EP101 ELECTRICAL BASEMENT POWER RENOVATION PLAN

1-M504 MECHANICAL DETAILS SHEET 4

1-GI001 COVER SHEET

SITE PLANVICINITY MAP

1-LS103 SECOND FLOOR LIFE SAFETY PLAN

Drawing Title

Approved: Safety Manager

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Scale

Revisions Date

WEST WING

BUILDING 1

126.107

NORTHAMPTON

February 11, 2011

KEY PLAN:

421 NORTH MAIN STREET, LEEDS, MA 01053

Drawn

GERI-PSYCH UNIT

OF

Professional Seal

Department of Veterans Affairs

CT I

ENGINEERS

GOLDSTEIN - MILANOLLC

Structural Engineers

125 Main Street Reading, MA 01867

(781) 670-9990 tel

(781) 670-9939 fax

GOLDSTEIN - MILANOLLC

FOUNDED 1890

978 667-2900

ARCHITECTS ENVIRONMENTAL CONSULTANTS

381 BOSTON ROAD BILLERICA MASSACHUSETTS 01821-1803

tel: (508) 748-2620 fax: (508) 748-0059

525 Mill Street Marion, MA 02738

THOMPSON

CONSULTANTS, INC.

ENGINEER:

ARCHITECT &

SPACE PLANNER:

STRUCTURAL:

CODE CONSULTANT:

Phone: (617) 523-8227 Fax: (617) 523-8016

Code Consulting www.rwsullivan.com

The Schrafft Center, 529 Main St., Suite 203 Boston, Massachusetts 02129-1107

R. W. Sullivan Engineering

1167.01RWS Job #:

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FEBRUARY 14, 2019

ASBESTOS DESIGNER:

Approved: Project Engineer

AS-BUILT DOCUMENTS

COVER SHEET

SFG JJH NO SCALE

1-GIOO1

1 53

Drawing Title

Approved: Safety Manager

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Scale

Revisions Date

WEST WING

BUILDING 1

126.107

NORTHAMPTON

February 11, 2011

KEY PLAN:

421 NORTH MAIN STREET, LEEDS, MA 01053

Drawn

GERI-PSYCH UNIT

OF

Professional Seal

Department of Veterans Affairs

CT I

ENGINEERS

GOLDSTEIN - MILANOLLC

Structural Engineers

125 Main Street Reading, MA 01867

(781) 670-9990 tel

(781) 670-9939 fax

GOLDSTEIN - MILANOLLC

FOUNDED 1890

978 667-2900

ARCHITECTS ENVIRONMENTAL CONSULTANTS

381 BOSTON ROAD BILLERICA MASSACHUSETTS 01821-1803

tel: (508) 748-2620 fax: (508) 748-0059

525 Mill Street Marion, MA 02738

THOMPSON

CONSULTANTS, INC.

ENGINEER:

ARCHITECT &

SPACE PLANNER:

STRUCTURAL:

CODE CONSULTANT:

Phone: (617) 523-8227 Fax: (617) 523-8016

Code Consulting www.rwsullivan.com

The Schrafft Center, 529 Main St., Suite 203 Boston, Massachusetts 02129-1107

R. W. Sullivan Engineering

1167.01RWS Job #:

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FEBRUARY 14, 2019

ASBESTOS DESIGNER:

Approved: Project Engineer

AS-BUILT DOCUMENTS

FIRE PROTECTION

LEGEND

SFG JJH NTS

1-F001 50 53

Drawing Title

Approved: Safety Manager

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Scale

Revisions Date

WEST WING

BUILDING 1

126.107

NORTHAMPTON

February 11, 2011

KEY PLAN:

421 NORTH MAIN STREET, LEEDS, MA 01053

Drawn

GERI-PSYCH UNIT

OF

Professional Seal

Department of Veterans Affairs

CT I

ENGINEERS

GOLDSTEIN - MILANOLLC

Structural Engineers

125 Main Street Reading, MA 01867

(781) 670-9990 tel

(781) 670-9939 fax

GOLDSTEIN - MILANOLLC

FOUNDED 1890

978 667-2900

ARCHITECTS ENVIRONMENTAL CONSULTANTS

381 BOSTON ROAD BILLERICA MASSACHUSETTS 01821-1803

tel: (508) 748-2620 fax: (508) 748-0059

525 Mill Street Marion, MA 02738

THOMPSON

CONSULTANTS, INC.

ENGINEER:

ARCHITECT &

SPACE PLANNER:

STRUCTURAL:

CODE CONSULTANT:

Phone: (617) 523-8227 Fax: (617) 523-8016

Code Consulting www.rwsullivan.com

The Schrafft Center, 529 Main St., Suite 203 Boston, Massachusetts 02129-1107

R. W. Sullivan Engineering

1167.01RWS Job #:

VFOTNE

MTR

A

P E

D S

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FF

A

SNARETE

ES OF

AM

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AU

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STAT

FEBRUARY 14, 2019

ASBESTOS DESIGNER:

Approved: Project Engineer

AS-BUILT DOCUMENTS

FIRE PROTECTION

DETAILS

SFG JJH NTS

1-F501 53 53

ELEVATOR

BATHTUB

CENTER WALL

ON COLUMN

CENTER WALL ON COLUMN

A L

IG

N

A L

IG

N

ALIGN

A L

IG

N

T O

E X

IS

T

IN

G

CENTER DOOR

IN EXISTING

CORRIDOR

MIN.

SEE ENLARGED

PLAN FOR DETAILS

ALIGN WITH

COLUMN

ALIGN FACE WITH

EXTERIOR WALL

ALIGN WITH

COLUMN

CENTER WALL

ON COLUMN

NOTE JOG IN

STRUCTURE

NOTE JOG IN

STRUCTURE

CENTER DOOR

IN CORRIDOR

SEE ENLARGED

PLAN FOR DETAILS

2WA-6, 2WA-5

EXISTING EXPANSION

JOINT

2WB-75

2WB-73

2WB-782WB-80

2WB-66

2WB-65

2WB-64

2WB-672WB-68

2WB-62

2WB-69

2WB-61

2WB-76

2WB-77

2WB-79

2WB-74

2WCS-1

2WB-48

VITREOUS CHINAC_SINKSK-6676

2WB-542WB-53

2WCo-5

2WCo-4

2WCo-3

2WCo-22WCo-1

2WB-702WB-60

2WB-57

2WB-72

2WB-71

2WB-592WB-58

2WB-56

2WB-55

2WB-52

2WB-51

2WB-81

2WB-432WB-44

2WB-45

2WB-46

2WB-47

2WB-49

2WB-50

2WC-422WC-41

2WC-40

2WC-39

2WC-38

2WC-37

2WA-27

2WA-262WA-25

2WA-24

2WA-23

2WA-22

2WA-212WA-202WA-19

2WA-18

2WA-172WA-13

2WA-12

2WA-10

2WA-282WA-29

2WA-30

2WA-312WA-322WA-332WA-342WA-35

2WA-36

2WA-12WA-2

2WA-3

2WA-4

2WA-52WA-6

2WA-72WA-8

2WA-9

SECOND FLOOR PLAN PROPOSED RENOVATIONS

SCALE: 18" = 1'-0"

HOUSE B

HOUSE A

B

C

I

J

A

D

E

F

G

H

K

L

M

N

O

P

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

17 18 19 20 21 22 23 24 25 26 27 28

TELE/DATA

CLOSET

2WA-16

2WA-14

2WA-15

KEY NOTES

PIPE SIZE # OF SPRINKLER

HEADS

SPRINKLER PIPE SIZE SCHEDULE

Drawing Title

Approved: Safety Manager

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Scale

Revisions Date

WEST WING

BUILDING 1

126.107

NORTHAMPTON

February 11, 2011

KEY PLAN:

421 NORTH MAIN STREET, LEEDS, MA 01053

Drawn

GERI-PSYCH UNIT

OF

Professional Seal

Department of Veterans Affairs

CT I

ENGINEERS

GOLDSTEIN - MILANOLLC

Structural Engineers

125 Main Street Reading, MA 01867

(781) 670-9990 tel

(781) 670-9939 fax

GOLDSTEIN - MILANOLLC

FOUNDED 1890

978 667-2900

ARCHITECTS ENVIRONMENTAL CONSULTANTS

381 BOSTON ROAD BILLERICA MASSACHUSETTS 01821-1803

tel: (508) 748-2620 fax: (508) 748-0059

525 Mill Street Marion, MA 02738

THOMPSON

CONSULTANTS, INC.

ENGINEER:

ARCHITECT &

SPACE PLANNER:

STRUCTURAL:

CODE CONSULTANT:

Phone: (617) 523-8227 Fax: (617) 523-8016

Code Consulting www.rwsullivan.com

The Schrafft Center, 529 Main St., Suite 203 Boston, Massachusetts 02129-1107

R. W. Sullivan Engineering

1167.01RWS Job #:

VFOTNE

MTR

A

P E

D S

RI

A

FF

A

SNARETE

ES OF

AM

ERIC

AU

N

ITED

STAT

FEBRUARY 14, 2019

ASBESTOS DESIGNER:

Approved: Project Engineer

AS-BUILT DOCUMENTS

FIRE PROTECTION

SECOND FLOOR

RENOVATION PLAN

SFG JJH 1/8"=1'-0"

1-FX103

51 53 x .2

THIRD FLOOR ATTIC PLAN PROPOSED RENOVATIONS

SCALE: 18" = 1'-0"

HOUSE B

HOUSE A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

17 18 19 20 21 22 23

B

C

I

J

A

D

E

F

G

H

K

L

M

N

O

P

24 25 26 27 2817.2 17.4 17.6 17.8

15.313.512.511.510.53.5 4.5 5.5 6.5

8.1 9.1

1.8

D.4

D.8

E.4

E.8

F.4

F.8

H.5

G

G

KEY NOTES

Drawing Title

Approved: Safety Manager

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Scale

Revisions Date

WEST WING

BUILDING 1

126.107

NORTHAMPTON

February 11, 2011

KEY PLAN:

421 NORTH MAIN STREET, LEEDS, MA 01053

Drawn

GERI-PSYCH UNIT

OF

Professional Seal

Department of Veterans Affairs

CT I

ENGINEERS

GOLDSTEIN - MILANOLLC

Structural Engineers

125 Main Street Reading, MA 01867

(781) 670-9990 tel

(781) 670-9939 fax

GOLDSTEIN - MILANOLLC

FOUNDED 1890

978 667-2900

ARCHITECTS ENVIRONMENTAL CONSULTANTS

381 BOSTON ROAD BILLERICA MASSACHUSETTS 01821-1803

tel: (508) 748-2620 fax: (508) 748-0059

525 Mill Street Marion, MA 02738

THOMPSON

CONSULTANTS, INC.

ENGINEER:

ARCHITECT &

SPACE PLANNER:

STRUCTURAL:

CODE CONSULTANT:

Phone: (617) 523-8227 Fax: (617) 523-8016

Code Consulting www.rwsullivan.com

The Schrafft Center, 529 Main St., Suite 203 Boston, Massachusetts 02129-1107

R. W. Sullivan Engineering

1167.01RWS Job #:

VFOTNE

MTR

A

P E

D S

RI

A

FF

A

SNARETE

ES OF

AM

ERIC

AU

N

ITED

STAT

FEBRUARY 14, 2019

ASBESTOS DESIGNER:

Approved: Project Engineer

AS-BUILT DOCUMENTS

FIRE PROTECTION

THIRD FLOOR ATTIC

RENOVATION PLAN

SFG JJH 1/8"=1'-0"

1-FX104

52 53

2018_eastend_flr2 renovation

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

TO: (Contracting Officer) FROM: (Contractor) DATE

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

NEW RESUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION/

PARA NO./DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Mfg., etc. & file name of attachments)

AP-

PROVED

DISAP-

PROVED

SEE

REVERSE INITIAL

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.

DATE TYPE OR PRINT NAME AND TITLE SIGNATURE

FOR GOVERNMENT USE ONLY

TO: (A/E)

For Evaluation and Action

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (VA Engineer / COR)

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (Contracting)

APPROVED DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW.

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

18-023

M. Chapman COR: J. Goldin IRONCLAD SERVICES, INC 02-20-19

VA241-13-D-0039 TO 36C24118N9726 211313-01-R1

631-17-100 / 631-C87025

1 21 13 13 PARA 1.4 SHOP DRAWINGS - WET SPRINKLER SYSTEM X

02-20-19 Paul Irizarry (PM) / Tammy Chaves (APM)

DuBois & King, Inc. / Chase Engineering Approved

03-11-2019 Matthew Chase, P.E. / R. Kischko, P.E.

RENOVATE BLDG 1, SPECIALTY CARE CLINICS - NORTHAMPTON VAMC

Tammy Chaves Digitally signed by Tammy Chaves Date: 2019.02.19 11:50:46 -05'00'

JG

X

3/12/2019 Josee Goldin

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and completed end items that are to be incorporated into the work required by the contract.

2. This form is to be used by Contractors for submitting Shop Drawings (*.DWG or *.PDF format), Manufacturer's Literature and Certificates (scanned as * .PDF) to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared, signed, and E-mailed to the Contracting Officer with appropriate attachments. One paper format copy shall be submitted as well.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Allow reasonable time in accordance with the project specifications for review of the submittal(s) by the A/E and Government. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the Contracting Officer. This approval is required as called for by the Contracting Officer under the terms of this contract. One paper copy of the submittal is to be hand signed for Contracting Officers records.

6. The A/E and Government review is limited to checking for conformance with the information given and the design concept expressed in the contract documents. The Contractor and/or Construction Manager remains totally responsible for confirming all dimensions, quantities, fabrication, construction means and methods, techniques, sequences in the work, procedures, and coordination of the work for all trades.

7. This review does not relieve the Contractor of full responsibility for strict compliance with all requirements of contract plans and specifications. Provide and install all supplementary or miscellaneous items, appurtenances, devices and their available options incidental to or necessary for a functionally, sound, secure, complete, compatible and code compliant system.

Randolph, Vermont South Burlington, Vermont Brandon, Vermont Bedford, New Hampshire Laconia, New Hampshire

Keene, New Hampshire Buffalo, New York

SUBMITTAL REVIEW

Project Name: Renovate Building 1, Specialty Care Clinics

Project Number: 524066 / VAMC Project 631-17-100

Project Location: VAMC Leeds, MA

Submittal Items: SHOP DWG - WET-PIPE SPRINKLER SYSTEM (RESUBMIT)

Submittal Number: 21 13 13-01.R1

Submitted by: Ironclad Services, Inc.

ITEM

NO.

SPEC SECTION,

PARA NO.,

DRAWING NO.

DESCRIPTION

A C

C E

P T

E D

A C

C E

P T

A S

N O

T

R

V

IS

S U

B M

IT

J E

C T

21 13 13 PARA 1.4 SHOP DRAWINGS - WET SPRINKLER

SYSTEM

This review is only for general conformance with the design concept and the information given in the

Construction Documents. Corrections or comments made on the shop drawings during this review do not relieve the Contractor from compliance with the requirements of the plans and specifications. Acceptance of a specific item shall not include acceptance of an assembly of which the item is a component. The

Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work with that of all other trades and performing all

Work in a safe and satisfactory manner. The Engineer assumes no liability for errors or omissions that may be contained herein. The Contractor, by approving and submitting these documents, verifies their accuracy as stipulated on the Contractor’s Shop Drawing Stamp.

Date: 03-11-2019 Reviewed By: Matthew Chase, P.E.

Robert F. Kischko, P.E.

Notes:

1. None.

WATER SUPPLY INFORMATION

NOTES:

1. ADJUST SPRINKLER DROPS AS NECESSARY TO CLEAR OBSTRUCTIONS SUCH AS THE CEILING

GRID SYSTEM, LIGHT FIXTURES, HVAC DUCTWORK, DIFFUSERS, GRILLS, ETC.

2. REFER TO THE FLOOR PLANS FOR SPRINKLER HEAD TYPES.

ALL BLACK STEEL SCHEDULE 40

PIPING, TYPICAL

PROVIDE LENGTH TO

SUIT

PROVIDE LENGTH TO

SUIT

1"REDUCING COUPLING TO

SPRINKLER HEAD

CEILING

PROVIDE LENGTH TO

SUIT

SPRINKLER BRANCH

LINE OR MAIN

SPRINKLER HEAD ARM OVER DETAIL1 NTS

DESIGN AND GENERAL NOTES

1. OCCUPANCY: EXISTING VA MEDICAL BUILDING WITH HOSPITAL/MEDICAL ROOMS. LIGHT HAZARD OCCUPANCY PER

NFPA 13, 2013 EDITION. EXISTING BUILDING IS TYPE-II B UNPROTECTED CONSTRUCTION WITH CONCRETE DECK AND

CONCRETE BEAMS (PER SITE VISIT)

2. THIS IS AN EXISTING BUILDING WITH EXISTING SPRINKLERS, STANDPIPES AND FIRE PUMP. RED HAWK IS TO RELOCATE (162) PENDENT SPRINKLERS FROM EXISTING 1" OUTLETS AND ADD (1) CHECK VALVE TO THE EXISTING

ZONE CONTROL SERVING THE AREA OF WORK.

3. SYSTEM HAS BEEN HYDRAULICALLY CALCULATED TO .10 GPM PER SQ. FT. OVER THE MOST REMOTE 900 SQ. FT.

AREA HAS BEEN REDUCED BY 40% FOR CEILINGS UNDER 10'-0" PER NFPA 13 11.2.3.2.3.

4. ALL PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE WITH THREADED ENDS AND CAST IRON FITTINGS.

5. ALL HANGERS TO BE SIZED AND LOCATED IN ACCORDANCE WITH NFPA 13, 2013 EDITION.

6. PENDENTS IN ACOUSTIC CEILING TILES TO BE LOCATED AT QUARTER POINTS OR CENTER OF THE TILE.

7. STRUCTURAL AND LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED COMPONENTS

HAS NOT BEEN INCLUDED AS ART OF THIS CONTRACT.

8. EARTHQUAKE BRACING IS NOT INCLUDED AS PART OF THIS CONTRACT. THIS BUILDING IS SEISMIC DESIGN

CATEGORY B AND SEISMIC BRACING IS NOT REQUIRED PER ASCE 7 13.1.4 (2).

9. ALL AREAS TO BE HEATED (ABOVE 40ºF) BY OWNER; PIPE IS FILLED WITH WATER AND MUST BE KEPT FROM

FREEZING.

NOTE: PER RFI RESPONSE, ALL CURTAINS TO HAVE 18" MESH FROM THE CEILING DOWN AS TO NOT OBSTRUCT SPRINKLER

SPRAY PATTERNS.

STYLE COLOR HEAD K = NPT ORIF. ESCUT. WRENCHCNTSYM

SPRINKLER SYMBOLS

MFG. TEMP

C-PLATE

TEMPMODEL# (SIN) #

163 RLEIABLE F1FR-56 PENDENT CHROME 155° 135° 5.6 1/2" 1/2" CONCEALED GFR2RA1414

CPIPE ABOVE FINISH FLOOR (AFF)

HYDRAULIC REFERENCE NODE

CEILING HEIGHT

L

SYMBOL LEGEND THIS DRAWING IS PREPARED BY RED HAWK FIRE &

SECURITY FOR USE IN CONJUNCTION WITH THIS

PROJECT AND IS FOR USE SOLELY WITH RESPECT TO

RED HAWK WORK ON SUCH PROJECT. RED HAWK

FIRE & SECURITY RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS

INCLUDING COPYRIGHT. THIS DRAWING AND

ASSOCIATED CALCULATIONS SHALL NOT BE USED BY

OTHERS ON OTHER PROJECTS OR FOR PERFORMANCE,

COMPLETION, OR ADDITION TO THIS PROJECT BY

OTHERS EXCEPT BY AGREEMENT OF RED HAWK

IN WRITING AND WITH APPROPRIATE COMPENSATION

TO SUCH.

BRANCHLINE FABRICATION TAG

4-WAY SEISMIC BRACE (IF REQUIRED)

LATERAL SEISMIC BRACE (IF REQUIRED)

LONGITUDINAL SEISMIC BRACE (IF REQUIRED)

MAIN FABRICATION TAG

REV.# DATE REVISION DR. BY

DRAWN BY: CHECKED BY: UNDERWRITER: JOB #

SCALE: SHEET

NO.

DATE:

RED HAWK

FIRE & SECURITY

9 SULLIVAN ROAD

HOLYOKE, MA. 01040

TEL 413-568-4709 FAX 413-562-7298

www.RedHawkUS.com

MA SC#5864, EXPIRES 11/ 8/ 2018

RI FPM#374, MA FA#607C

RI FA#9065, CT ELC#105916-L5

163014

VAMC BLDG. 1 SPECIALITY CARE

421 NORTH MAIN STREET

LEEDS, MA. 01053

FIRE SPRINKLER PLAN

M.T. S.H.

AS NOTED 9/17/2018 FP 1 OF 3

CT FRP#0040818-F1

1/11/19 SUBMITTAL SET KFM

2/14/19 REVISED PER SUBMITTAL COMMENTS KFM

GENERAL NOTES:

2. DENOTES HYDRAULIC REFERENCE POINTS.

NOTE: ALL SPRINKLERS THAT ARE 2'-6" OR LESS WITHIN HEAT DIFUSSERS ARE

TO BE INTERMEDIATE TEMPERATURE PER NFPA 13, 2013 EDITION.

GENERAL NOTES:

1. SEE FP 1 OF 3 FOR DESIGN AND GENERAL INFORMATION.

2. DENOTES HYDRAULIC REFERENCE POINTS.

TO BE INTERMEDIATE TEMPERATURE PER NFPA 13, 2013 EDITION.

CPIPE ABOVE FINISH FLOOR (AFF)

HYDRAULIC REFERENCE NODE

CEILING HEIGHT

L

SYMBOL LEGEND THIS DRAWING IS PREPARED BY RED HAWK FIRE &

SECURITY FOR USE IN CONJUNCTION WITH THIS

PROJECT AND IS FOR USE SOLELY WITH RESPECT TO

RED HAWK WORK ON SUCH PROJECT. RED HAWK

FIRE & SECURITY RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS

INCLUDING COPYRIGHT. THIS DRAWING AND

ASSOCIATED CALCULATIONS SHALL NOT BE USED BY

OTHERS ON OTHER PROJECTS OR FOR PERFORMANCE,

COMPLETION, OR ADDITION TO THIS PROJECT BY

OTHERS EXCEPT BY AGREEMENT OF RED HAWK

IN WRITING AND WITH APPROPRIATE COMPENSATION

TO SUCH.

BRANCHLINE FABRICATION TAG

4-WAY SEISMIC BRACE (IF REQUIRED)

LATERAL SEISMIC BRACE (IF REQUIRED)

LONGITUDINAL SEISMIC BRACE (IF REQUIRED)

MAIN FABRICATION TAG

REV.# DATE REVISION DR. BY

DRAWN BY: CHECKED BY: UNDERWRITER: JOB #

SCALE: SHEET

NO.

DATE:

RED HAWK

FIRE & SECURITY

9 SULLIVAN ROAD

HOLYOKE, MA. 01040

TEL 413-568-4709 FAX 413-562-7298

www.RedHawkUS.com

MA SC#5864, EXPIRES 11/8/2018

RI FPM#374, MA FA#607C

RI FA#9065, CT ELC#105916-L5

163014

VAMC BLDG. 1 SPECIALITY CARE

421 NORTH MAIN STREET

LEEDS, MA. 01053

FIRE SPRINKLER PLAN

M.T. S.H.

AS NOTED 9/17/2018 FP 2 OF 3

CT FRP#0040818-F1

EXAM

OPTOMETRY EXAM

CHIEF OFFICE

CLEAN INST.

EXAM

WAITING DILATION

OPTOMETRY EXAM

ELECTRICAL

PRE-TEST

OFFICE SUPPORT

OPTOMETRY EXAM

WASHROOM

LOW VISION EXAM

TRAINING: LOW VISION/

POLYTRAUMA

VIST

WASHROOM

BROS

2212A

BROS STOR.

MED./PREP.

OPTOMETRY EXAM

WASHROOM

OPTOMETRY EXAM

EYEGLASS FITTING

DIRTY INST.

PHOTOGRAPHY

ULTRASOUND/

TOMOGRAPHY

OPTOMETRY EXAM

OFFICE

OPTOMETRY EXAM

2234A

FAMILY/BARIATRIC

WASHROOM

WAITING

RECEPTION

WAITING

2233A

WASHROOM

MAS. OFFICE

H.K.

2236B

I.T.

OFFICE

CLEAN LINEN

OXYGEN STOR.

WASHROOM

EXAM

NURSE STATION:

INTAKE/EXIT

INTERVIEW

OFFICE

2264B

ANTEROOM

OFFICE

MED. PREP.

GENERAL

PROCEDURE

2264A

WASHROOM

CORR.

STAFF LOUNGE/ LOCKERS

DIRTY

LINEN

CONFERENCE

2242B

ELEC.

CONSULT/ EXAM

EKG/STRESS

TESTING

CORRIDOR

STOR.

2201A

WASHROOM

WASHROOM

CORR.

VISUAL FIELDS

KIOSK

CORR.

OFFICE

DIRTY INST.

OFFICE (FUTURE

EXAM/CONSULT)

SHOE STOR.

SHOE SHOP

EXAM

EXAM

EXAM

CHIEF OFFICE

CONSULT/ EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

CLEAN SUPPLY

CARDIO EQUIP.

ADMIN. OFFICE

ADMIN. OFFICE

EXAM

WASHROOM

CORRIDOR

CORR.

POD. STERILE

INSTRUMENTS

2242A

ELEC.

EYVF1

SRCS1

EYOT2

WRC01

TLTU1

TLTU1

OFA09

XDUS1

USCL1

TLTU1

UCCL1

OFA09

MEDP1

SRE01

EYOT2

OFA09

OFA09

ITAC1

TLTU1

JANC1

EYOT2

EYOT2

EYVS1

TLTU1

TLTU1

TLTU1

TLTU1

EXRG3 EXRG3 EXRG3 EXRG3

EXRG3

EXRG3

EXRG3

OFA09

OFA09

UCCL1

OPEC1

OPTM1

SRE01

EYOT4

UCCL1

RECP1

WRC01

SRGC2

ITAC1CRA01

RECP4

TLTF3EXRG3 EXRG3 EXRG3

ITAC1

OFA09SL001USCL1

OFA09

WRC01UCCL1

PRTM1

EXRG3

EXRG3

EXRG3

EXRG3

OFA09

MEDP1

OFA09

EXRG4

EYOT2

EYOT2

EYOT2

EYOT2

OFA09

USCL1

TRGM1

TLTB1

OFA09

OFA09

EYVF1

SRCS1

EYFD1

ITAC1

2236A

ELEC.

ITAC1

PRTM1

2-PC-10

2-PC-8

2-PC-9

CORR.

UCCL1

STYLE COLOR HEAD K = NPT ORIF. ESCUT. WRENCHCNTSYM

SPRINKLER SYMBOLS

MFG. TEMP

C-PLATE

TEMPMODEL# (SIN) #

163 RLEIABLE F1FR-56 PENDENT CHROME 155° 135° 5.6 1/2" 1/2" CONCEALED GFR2RA1414

CPIPE ABOVE FINISH FLOOR (AFF)

HYDRAULIC REFERENCE NODE

CEILING HEIGHT

L

SYMBOL LEGEND THIS DRAWING IS PREPARED BY RED HAWK FIRE &

SECURITY FOR USE IN CONJUNCTION WITH THIS

PROJECT AND IS FOR USE SOLELY WITH RESPECT TO

RED HAWK WORK ON SUCH PROJECT. RED HAWK

FIRE & SECURITY RETAINS ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS

INCLUDING COPYRIGHT. THIS DRAWING AND

ASSOCIATED CALCULATIONS SHALL NOT BE USED BY

OTHERS ON OTHER PROJECTS OR FOR PERFORMANCE,

COMPLETION, OR ADDITION TO THIS PROJECT BY

OTHERS EXCEPT BY AGREEMENT OF RED HAWK

IN WRITING AND WITH APPROPRIATE COMPENSATION

TO SUCH.

BRANCHLINE FABRICATION TAG

4-WAY SEISMIC BRACE (IF REQUIRED)

LATERAL SEISMIC BRACE (IF REQUIRED)

LONGITUDINAL SEISMIC BRACE (IF REQUIRED)

MAIN FABRICATION TAG

REV.# DATE REVISION DR. BY

DRAWN BY: CHECKED BY: UNDERWRITER: JOB #

SCALE: SHEET

NO.

DATE:

RED HAWK

FIRE & SECURITY

9 SULLIVAN ROAD

HOLYOKE, MA. 01040

TEL 413-568-4709 FAX 413-562-7298

www.RedHawkUS.com

MA SC#5864, EXPIRES 11/8/2018

RI FPM#374, MA FA#607C

RI FA#9065, CT ELC#105916-L5

163014

VAMC BLDG. 1 SPECIALITY CARE

421 NORTH MAIN STREET

LEEDS, MA. 01053

FIRE SPRINKLER PLAN

M.T. S.H.

AS NOTED 11/17/2018 FP 3 OF 3

CT FRP#0040818-F1

2/14/19 REVISED PER SUBMITTAL COMMENTS KFM

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

TO: (Contracting Officer) FROM: (Contractor) DATE

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

NEW RESUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION/

PARA NO./DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Mfg., etc. & file name of attachments)

AP-

PROVED

DISAP-

PROVED

SEE

REVERSE INITIAL

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.

DATE TYPE OR PRINT NAME AND TITLE SIGNATURE

FOR GOVERNMENT USE ONLY

TO: (A/E)

For Evaluation and Action

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (VA Engineer / COR)

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (Contracting)

APPROVED DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW.

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

18-023

M. Chapman COR: J. Goldin IRONCLAD SERVICES, INC 01-31-19

VA241-13-D-0039 TO 36C24118N9726 211313-02

631-17-100 / 631-C87025

1 21 13 13 PARA 1.4 CALCULATIONS - WET-PIPE SPRINKLER SYSTEM

01-31-19 Paul Irizarry (PM) / Tammy Chaves (APM)

RENOVATE BLDG 1, SPECIALTY CARE CLINICS - NORTHAMPTON VAMC

Tammy Chaves Digitally signed by Tammy Chaves Date: 2019.01.31 15:38:13 -05'00'

X

DuBois & King, Inc. / Chase Engineering

Accepted

03-12-2019 Matthew Chase, P.E./Robert F. Kischko, P.E.

JG

3/12/2019 Josee Goldin

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and completed end items that are to be incorporated into the work required by the contract.

2. This form is to be used by Contractors for submitting Shop Drawings (*.DWG or *.PDF format), Manufacturer's Literature and Certificates (scanned as * .PDF) to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared, signed, and E-mailed to the Contracting Officer with appropriate attachments. One paper format copy shall be submitted as well.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Allow reasonable time in accordance with the project specifications for review of the submittal(s) by the A/E and Government. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the Contracting Officer. This approval is required as called for by the Contracting Officer under the terms of this contract. One paper copy of the submittal is to be hand signed for Contracting Officers records.

6. The A/E and Government review is limited to checking for conformance with the information given and the design concept expressed in the contract documents. The Contractor and/or Construction Manager remains totally responsible for confirming all dimensions, quantities, fabrication, construction means and methods, techniques, sequences in the work, procedures, and coordination of the work for all trades.

7. This review does not relieve the Contractor of full responsibility for strict compliance with all requirements of contract plans and specifications. Provide and install all supplementary or miscellaneous items, appurtenances, devices and their available options incidental to or necessary for a functionally, sound, secure, complete, compatible and code compliant system.

Randolph, Vermont South Burlington, Vermont Brandon, Vermont Bedford, New Hampshire Laconia, New Hampshire

Keene, New Hampshire Buffalo, New York

SUBMITTAL REVIEW

Project Name: Renovate Building 1, Specialty Care Clinics Project Number: 524066 / VAMC Project 631-17-100 Project Location: VAMC Leeds, MA Submittal Items: CALCS - WET-PIPE SPRINKLER SYSTEM Submittal Number: 21 13 13-02.0 Submitted by: Ironclad Services, Inc.

ITEM

NO.

SPEC SECTION,

PARA NO.,

DRAWING NO.

DESCRIPTION

A C

C

EP

T E

D

A C

C

EP

T E

D A

S N

O T

ED

R E

V

IS

E

R E

SU

B

M

IT

R E

JE

C

T E

D

1 21 12 13 PARA 1.4 CALCS - WET-PIPE SPRINKLER

SYSTEM X

This review is only for general conformance with the design concept and the information given in the Construction Documents. Corrections or comments made on the shop drawings during this review do not relieve the Contractor from compliance with the requirements of the plans and specifications. Acceptance of a specific item shall not include acceptance of an assembly of which the item is a component. The Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work with that of all other trades and performing all Work in a safe and satisfactory manner. The Engineer assumes no liability for errors or omissions that may be contained herein. The Contractor, by approving and submitting these documents, verifies their accuracy as stipulated on the Contractor’s Shop Drawing Stamp.

Date: March 12, 2019 Reviewed By: Matthew Chase, P.E. / Chase Engineering Robert F. Kischko, P.E.

Notes:

1. None.

2024 Firepump Replacement Details

6'-5"

2'- 0"

2'- 6"

LT

LT

LT

LT

EXISTING 4" TIE IN

EXISTING 4" TO TEST HEADER TIE IN

EXISTING 6" FEED

EXISTING FDC CHECK VALVE

36" PANEL CLEARANCE

36"PANEL CLEARANCE

36"PANEL CLEARANCE

5'- 1"

5'- 7"

6'- 3"

7'- 4"

9'- 8 1

/2"

4'-11 1/2"

EXISTING 4" TO TEST HEADER TIE IN

3'-4" 0'-6 1/2"

0'-10 1/2"

0'-11"4'-1"

0'-5 1/2"

1'-8"

0'-4"

0'-11 1/2"0'-11"

0'-6"

0'-7"

0'-6"0'-6"

0'-7"

0'-

0'- 6"

1'- 4"

2'- 1"

0'- 4 1

/2"

4'-0 1/2"

0'-5" 0'-9 1/2"0'-4 1/2"

5'-6"

2'- 2"

0'- 7 1

/2"

0'- 6"

1'- 8 1

/2"

1'-3 1/2" 0'-7" 3'-1"

0'- 4 1

/2" 0'-

9"

0'-4 1/2"

9'-4 1/2"

1'- 4 1

/2"

2'- 7"

2'-7"

JOCKEY SENSING LINE

1'- 3"

JOCKEY PUMP

PUMP SECTION VIEW

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

REVISIONS:DATE:#

KEY PLAN

4/28/23

M.THOMPSON

1052-0179778

XXXXXXXXXXXXX

FP- 01 OF 01

PUMP ROOM FLOOR PLAN

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

Report of Inspection, Testing, and Maintenance of Fire Pump

Pump ID: Building Fire Pump

Building Name: Leeds VMAC

Building Owner: Same

Job Site: 135 Goddard Memorial Highway

Norhampton, MA 01603

Date of Test: 2023-12-12

Type of Test: Start Up Test

Testing Firm: Fire System Services, LLC

450 Radmere Road

Cheshire, CT 06410

Testing Firm Contact:

Michael P Roke mike@firesystemsct.com

2034273910

Customer Information

Company Name: Ferguson Fire and Fabrication

Full Name: Craig Smith

Phone Number: 804-263-1889

Email: craig.smith@ferguson.com

Address: 11505 N. Lakeridge Parkway

Ashland, VA 23055

Fire Pump

Pump ID: Building Fire Pump

Pump Type (check one): Horizontal

Vertical In-Line

Vertical Turbine

End-Suction

Manufacturer: SPP

Model: TB08E

Serial Number: USA-01-23-E345

Listed (check all that apply): FM

UL

ULC

Rated Capacity (GPM): 500

Total Dynamic Head (ft):

Head at Churn 0% (PSI): 98

Head at Rated 100% (PSI): 75

Head at Overload 150% (PSI): 61

Rated Speed (RPM): 3550

Pump Rotation: Clockwise

Counterclockwise

Suction From: City Main

Tank Size: NA

Tank Height: NA

Impeller Diameter (In): 0

Fire Pump Driver

Type: Diesel Engine

Electric Motor

Other _________________________

Manufacturer: WEG

Model: 040360P3VFP286TS-W40

Serial Number: 1075679566

Listed (check all that apply): FM

UL

ULC

Rated HP: 40

Rated Speed (RPM): 3540

Frame Size: 284/6TS

Motor Enclosure Type: ODP

Electric Driver

Rated Voltage: 200

Rated Full Load Amps: 109

Phase: 3.0

Cycles (Hz): 60

Service Factor: 1.15

Fire Pump Controller

Type: Electric

Manufacturer: Tornatech

Model: GPS+GPU-208/40/3/60

Serial Number: WZ1310318

Report generated by Fire Pump Tester Software ™ by Hydro Flow Products, Inc.

Listed (check all that apply): FM

UL

ULC

Rated HP: 40

Phase: 3.0

Cycles (Hz): 60

Rated Voltage: 208

On PSI: 145

Off PSI: 155

Type of Start: on

Run Timer Setting (min): 0

Jockey Pump

Manufacturer: Webtrol

Model: NV6B8FE3T

Serial Number: 09232B028300

Rated HP: 1

Rated Speed (RPM): 3435

Rated Flow (GPM): 0

Rated Pressure (PSI): 0

Phase: 3

Cycles (Hz): 60

Rated Voltage: 208

Service Factor: 1.15

Rated Amps: 3.3

Frame Size: W56C

Jockey Pump Controller

Manufacturer: Tornatech

Model: JPLT-208/1/3/60

Serial Number: WZ1310319

Listed (check all that apply): FM

UL

ULC

Rated HP: 1

Phase: 3

Cycles (Hz): 60

Rated Voltage: 208

On PSI: 160

Off PSI: 170

Test Results

Date of Test:2023-12-12

Type:Start Up Test

Fire Department Attendee:NA

Building Representative Attendee:Lee Capistran

Testing Firm Attendee:Michael Roke

Pump Manufacturer Attendee:Same

Flow Device Used:1 3/4" Pitotless Nozzle + Little Hose Monster

Other Information:The pump was tested to capacity and at 150% of capacity. The generator transferred power on loss of normal power at the pump controller. The jockey pump can not reach 170 PSI and shut off because there is a potential leak in the jockey pump discharge line check valve. The system was not put online because of this. Cogswell Sprinkler is looking into this loss of pressure.

PressuresStreamsTotal FlowCorrected

RPMDisch.Suct.NetFlow1Flow GPM% Rated CapacityVoltsAmpsFlow %Press.

1358017070100

Flow Device -

PSI

GPM

098.3

235771657392

Flow DevicePN1.75-

HML

PSI6

GPM256.5

256.551.3

50.990.6

335701436479

Flow DevicePN1.75-

HML

PSI23

GPM502.1

502.1100.4

99.978.1

435611185563

Flow DevicePN1.75-

HML

PSI13

GPM377.5

377.575.5

75.362.6