A0005_AE503 AMEND 0003.pdf

PDF 530 KB Posted

Attached to
Y1DB--CON | Construct Inpatient Dialysis | PR 598-23-1-8739-0001
Solicitation number
36C25622R0140
Issued by

About this file

This federal solicitation is for the construction of an approximately 2,600 gross square foot inpatient dialysis facility at the North Little Rock VA Medical Center in Arkansas. Key requirements include general construction work across multiple divisions such as concrete, masonry, metals, wood, thermal and moisture protection, openings, finishes, specialties, and mechanical, electrical and plumbing systems. Offerors must provide a price breakdown and total proposed cost for all labor, materials and equipment for the base project. The solicitation also specifies applicable federal agencies as the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16. The response deadline and award date are not stated.

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A0005_36C25622R0140 - RFIs_Additional Responses 03.07.23.pdf PDF
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A0005_App D_ACM Survey Report_1.pdf PDF
A0004 Contractor Rules of Behavior.pdf PDF
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A0002 PK101 - PLUMBING SCHEDULES.pdf PDF
A0002 PJ102 - PLUMBING RISERS.pdf PDF
A0002 ADD. 2 NARRATIVE_Redacted.pdf PDF
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A0002 EL101 - FIRST FLOOR PLAN - LIGHTING.pdf PDF
A0002 36C25622R0140 01272023.pdf PDF
A0002 EP101 - FIRST FLOOR PLAN - POWER.pdf PDF
A0002 EJ102 - ELECTRICAL DETAILS.pdf PDF
Amendment 36C25622R0140 0001 01.20.23.pdf PDF
Instructions to Offerors 01.20.23.pdf PDF
Attch F_EMR Form.pdf PDF
Attch A_ Final SOW for Construct Inpatient Dialysis.pdf PDF
Attch D_Subcontractor Information and Consent.pdf PDF
36C25622R0140_1.docx DOCX document
Attch C_598-18-107 100 Pct Drawings.pdf PDF
EXHIBIT A_PERFORMANCE RELEVANCY SURVEY.pdf PDF
Attch B_598-18-107 100 Pct Specifications.pdf PDF
Attch E_ Wage Determination.pdf PDF
EXHIBIT B_Past and Present Performance Questionnaire.pdf PDF
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CORNER BEAD

EXISTING STEEL LINTEL

EXISTING CONSTRUCTION

CONTINUOUS BACKER ROD

& SEALANT

AT CEILING AS

SCHEDULED

INTERIOR EXTERIOR

CONTINUOUS

CAULK JT

FILL EXISTING STUD

CAVITY w/ R-19 BATT

INSULATION

NEW 5/8" GYP BOARD OVER ALL

EXPOSED EXTERIOR WALL

SURFACES WHERE EXISTING

GWB REMOVED

ALUMINUM STOREFRONT

FRAMING

AS SCHEDULED

2 1/2"

BLAST-RESISTANT

INSULATING GLAZING

UNIT AS SCHEDULED

F.V.

5"

EXISTING

CONSTRUCTION

NEW 3/4" FRT

PLYWOOD

3/4" SOLID SURFACE

SILL & STOOL (SS-01)

PTN TYPE M_1e TO

SILL HEIGHT

EXISTING

CONSTRUCTION

(REPLACE EXISTING SILL

TRACK w/ NEW)

CONTINUOUS BACKER

ROD & SEALANT

ALUMINUM

STOREFRONT FRAMING

AS SCHEDULED

BLAST-RESISTANT

INSULATING GLAZING

UNIT AS SCHEDULED

INTERIOR EXTERIOR

CONTINUOUS

CAULK JT

2 1/2"

F.V.

5"

SILL FLASHING

1 1/4" 4 1/4"

INTERIOR EXTERIOR

F.V.

5"

CORNER BEAD

EXISTING CONSTRUCTION

CONTINUOUS BACKER ROD

& SEALANT

CONTINUOUS

CAULK JT

FILL EXISTING STUD

CAVITY w/ R-19 BATT

INSULATION

NEW 5/8" GYP BOARD OVER

ALL EXTERIOR WALL

SURFACES WHERE

EXISTING GWB REMOVED

ALUMINUM STOREFRONT

FRAMING

AS SCHEDULED

BLAST-RESISTANT

INSULATING GLAZING

UNIT AS SCHEDULED

NEW SILL BELOW

NEW SILL FLASHING BELOW

2 1/2"

REF PLAN

5/8" GYPSUM WALL

BOARD, BOTH SIDES

METAL STUD BOX

BEAM HEADER

CONTINUOUS

SEALANT (TYPICAL),

BOTH SIDES

CONT. METAL STUD

TRACK, TOP &

BOTTOM, SEE

FLOOR PLAN FOR

WALL TYPE

CONTINUOUS

GYPSUM CORNER

BEAD (TYPICAL)

BOTH SIDES

PREFINISHED

ALUMINUM

STOREFRONT SYSTEM

GLAZING AS

SCHEDULED

SHIM AS REQUIRED

E.Q. E.Q.

REF PLAN

E.Q. E.Q.

5/8" GYPSUM WALL

BOARD, BOTH SIDES

METAL STUD BOX

BEAM HEADER

CONTINUOUS

SEALANT (TYPICAL),

BOTH SIDESCONTINUOUS

GYPSUM CORNER

BEAD (TYPICAL)

BOTH SIDES

PREFINISHED

ALUMINUM

STOREFRONT SYSTEM

GLAZING AS

SCHEDULED

SHIM AS REQUIRED

CONT. METAL STUD

TRACK, TOP &

BOTTOM, SEE

FLOOR PLAN FOR

WALL TYPE

R E

F P

L A

N

DOUBLE STEEL

C-CHANNELS

E .Q

E

.Q

5/8" GYPSUM WALL

BOARD, BOTH SIDES

CONTINUOUS

SEALANT (TYPICAL),

BOTH SIDES

CONTINUOUS

GYPSUM CORNER

BEAD (TYPICAL)

BOTH SIDES

PREFINISHED ALUMINUM

STOREFRONT SYSTEM

GLAZING AS

SCHEDULED

SHIM AS REQUIREDCONTINUOUS TOP &

BOTTOM TRACK

A

6' - 0"

EQ EQ

B5

AE503

E5

AE503

D5

AE503

3' - 6" 7' - 4"

CB

R.O.

F.V. 1' - 9 1/4"

R.O.

F.V.

R .O

F .V

A .F

.F

B1

AE503

D1

AE503

B1

AE503

D1

AE503

F1

AE503

F1

AE503

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

/1

/2

:3

:2

A

M E d ro p b o x

A R

C H

IT

E

C T

U R

E

B

IM

A S

S

IS

T

P R

O J E

C T

S \J

D A

\j d m

.0

N L R

D ia ly s is

C

A

B id

D o c u m e n ts

\5

-1

-1

B

-1

D ia ly s is

A rc h

A d d e n d u m

R

D e ta c h e d .r v t

WINDOW DETAILS CONSTRUCTION

DOCUMENTS

CONSTRUCT INPATIENT DIALYSIS

FOR NLR

EJT HEALTHCARE CENTER, NLR, AR

2020.02.12 JDM AGM

598-18-107

AE503

JDA PROJECT #: D-18-03

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

FIRE PROTECTION

LACEY FIRE PROTECTION

ENGINEERING, LLC

P.O. BOX 723

GREENBRIER AR 72058

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

6" = 1'-0" B1

EXTERIOR WINDOW - HEAD DETAIL

6" = 1'-0" D1

EXTERIOR WINDOW - SILL DETAIL

6" = 1'-0" F1

EXTERIOR WINDOW - JAMB DETAIL

3" = 1'-0" B5

INTERIOR WINDOW - HEAD DETAIL

3" = 1'-0" D5

INTERIOR WINDOW - SILL

3" = 1'-0" E5

INTERIOR WINDOW - JAMB DETAIL

SCALE: 6" = 1'-0"

0 1" 2" 4"

SCALE: 3" = 1'-0"

0 2" 4" 8"

1/4" = 1'-0"

INTERIOR WINDOW ELEVATION - A

1/4" = 1'-0"

EXTERIOR WINDOW ELEVATION B & C

FRAME TYPE

GLAZING IL#1GLAZING MG#1

2 AMENDMENT 0003 2023-02-16

598-18-107_B-170 Dialysis_Arch - Addendum R20 Detached
AE503 - WINDOW DETAILS

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