Attachment - Stair Treads.pdf

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Z1DZ--619-20-103 | Correct FCA Deficiencies in Boiler Plant, Building #14
Solicitation number
36C24725R0071
Issued by

About this file

This document is a technical drawing (A601) for a Department of Veterans Affairs project to correct facility condition assessment (FCA) deficiencies in the Boiler Plant, Building 14, located in Montgomery, Alabama. The drawing provides detailed architectural specifications including door and frame schedules, partition types, equipment schedules, and room finish schedules for the renovation project.

Key technical details include a door schedule listing six doors (numbered 201-206) with specifications for width, height, material, and frame types, and an equipment schedule detailing items like lockers, mirrors, dispensers, grab bars, cabinets, and appliances to be provided and installed. The room finish schedule covers multiple rooms in the boiler plant facility, specifying floor materials, wall treatments, base materials, and ceiling heights for areas such as boiler rooms, offices, storage spaces, and restrooms. The drawing is part of bid documents dated 09-20-2023 for project number 619-20-103, prepared by Toland Mizell Molnau architects.

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Other files

File Type Posted
36C24725R0071 0005.docx DOCX document
Attachment - Door Hardware.pdf PDF
RFI Response 2.docx DOCX document
36C24725R0071 0004.docx DOCX document
Mech Response - RFI 007 REV.pdf PDF
36C24725R0071 0003.docx DOCX document
RFI Response.docx DOCX document
36C24725R0071 0002.docx DOCX document
36C24725R0071 0001.docx DOCX document
Attendance sheet 619-20-103.pdf PDF
Attachment 8b - Specs - Vol 2.pdf PDF
Attachment 1 - Experience Modification Rate Form.pdf PDF
Attachment 5 - DBA Wages AL20250093 01-03-2025.pdf PDF
Attachment 4 - Itemized Cost Breakdown.xlsx XLSX spreadsheet
Attachment 2 - VAAR 852.219-75 VA Notice of Limitations on Subcontracting Jan 2023 Dev.pdf PDF
36C24725R0071 Solicitation.docx DOCX document
Attachment 3 - Past Performance Questionnaire -PPQ.docx DOCX document
Attachment 8c - Specs - Vol 3.pdf PDF
Attachment 8a - Specs - Vol 1.pdf PDF
Attachment 7 - Combined Drawings 619-20-103.pdf PDF
Attachment 6 - Invoicing.docx DOCX document
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Text version

ROOM FINISH SCHEDULE GENERAL NOTES:

A. IN AREAS OUTSIDE THE PROJECT SCOPE WHERE EXISTING FINISHES WILL BE AFFECTED, CONTRACTOR SHALL

PATCH , REPAIR AND FINISH WITH MATCHING MATERIALS.

B. ALL EXISTING AND NEW WALL AND CEILING SURFACES SHALL BE PAINTED UNLESS NOTED OTHERWISE.

C. ALL FINISH SELECTIONS AND COLOR TO BE APPROVED BY COR AND VA INTERIOR DESIGNER.

D. PAINT ALL EXISTING AND NEW DOORS.

EQUIPMENT SCHEDULE GENERAL NOTES:

A. REFER TO INTERIOR ELEVATIONS DRAWINGS FOR SIZE AND LOCATIONS OF MANUFACTURED WOOD CASEWORK.

B. FINISH COLOR SELECTIONS AND THEIR LOCATIONS TO BE VERIFIED AND APPROVED BY COR.

C. REFER TO DRAWING G002 FOR MOUNTING HEIGHTS.

A

SEE SCHED

S E

E S

C H

E D

U

LE

DOOR TYPES

NTS

FRAME TYPES

NTS

S E

E S

C H

E D

U

LE

2" SEE SCHED

2"

2"

STRUCTURAL DECK

BACKER ROD AND

ACOUSTICAL SEALANT,

BOTH SIDES

CEILING PER FINISH

SCHEDULE

4" MTL

STUDS

GC4

6" MTL

STUDS

GC6

GC

ACOUSTICAL INSULATION

STC 45

STRUCTURAL DECK

BACKER ROD AND

ACOUSTICAL SEALANT,

BOTH SIDES

CEILING PER FINISH

SCHEDULE

20 GA MTL STUDS @ 16"

OC

5/8" TYPE "X" GWB, ONE

SIDE (CBB AT TILE FINISH)

BASE AND FLOOR FINISH

PER SCHEDULE

BACKER ROD AND

ACOUSTICAL SEALANT,

BOTH SIDES

SET RUNNERS ON

SEALANT, TYP

GK

2-1/2" MTL

STUDS

GK2

EXISTING OR ADJACENT

WALL, WHERE

APPLICABLE

20 GA MTL STUDS @ 16"

OC

5/8" TYPE "X" GWB, BOTH

SIDES (CBB AT TILE

FINISH)

BASE AND FLOOR FINISH

PER SCHEDULE

BACKER ROD AND

ACOUSTICAL SEALANT,

BOTH SIDES

SET RUNNERS ON

SEALANT, TYP

4" MTL

STUDS

GK4

HEAD DETAIL

SCALE: 3"=1'-0"

H2

JAMB DETAIL

SCALE: 3"=1'-0"

J2

SILL DETAIL

SCALE: 3"=1'-0"

S2

STEEL LINTEL

AND PLATE, PAINT

PERIMETER

SEALANT, EACH SIDE

HM FRAME

ANCHORED TO

STEEL PLATE

HM FRAME

ANCHORED TO

STEEL PLATE

PERIMETER

SEALANT, EACH SIDE

REMOVE EXISTING LOAD

BEARING MASONRY WALL

AS NEEDED TO INSTALL

NEW WORK

CONT. STEEL

PLATE, PAINT

CONT SEALANT

CONT SEALANT

EACH SIDE

FV

1'-0 1/2"

1"

1"

FV

1'-0 1/2"

REMOVE EXISTING LOAD

BEARING MASONRY WALL

AS NEEDED TO INSTALL

NEW WORK.

EXISTING FOUNDATION

WALL TO REMAIN

8"

THRESHOLD AS REQUIRED

DOOR PER SCHEDULE

FRAME PER SCHEDULE

FRAME PER SCHEDULE

DOOR PER SCHEDULE

TRANSITION STRIP AS

REQUIRED

FLOOR FINISH PER

SCHEDULE

PARTITION PER TYPE

SEALANT, EACH SIDE

FRAME PER SCHEDULE

DOOR PER SCHEDULE

DOUBLE METAL TRACK

PARTITION PER

TYPE

SEALANT, EACH SIDE

FRAME PER SCHEDULE

DOOR PER SCHEDULE

DOUBLE METAL STUD

JAMB ANCHOR

SILL DETAIL

SCALE: 3"=1'-0"

S1

JAMB DETAIL

SCALE: 3"=1'-0"

J1

HEAD DETAIL

SCALE: 3"=1'-0"

H1

5/8" GWB, TYP

STEEL TUBE AND BASE PLATE,

SEE STRUCTURAL

10"

6"

2 1/2" METAL STUD AT EDGE OF

BASE PLATE, EACH SIDE.

4" METAL STUD PARTITION PER TYPE.

SCHEDULED DOOR AND FRAME

EXISTING MASONRY WALL

A

5/8" GWB, TYP

STEEL TUBE AND BASE PLATE,

SEE STRUCTURAL

2 1/2" METAL STUD AT EDGE OF

BASE PLATE, EACH SIDE.

4" METAL STUD PARTITION PER TYPE.

EXISTING MASONRY WALL

4" METAL STUD AT EDGE OF BASE

PLATE, EACH SIDE.

6"

10"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved Project Director

Project Title:

BID DOCUMENTS

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

YK/AW/SJ/

DB

JH

DOOR & PARTITION TYPES,

SCHEDULES & DETAILS

CORRECT FCA DEFICIENCIES IN

BOILER PLANT, BUILDING 14

MONTGOMERY, AL

A601

619-20-103

09-20-2023

DOOR & FRAME SCHEDULE

DOOR

NO. WIDTH HEIGHT

DOOR

TYPE

DOOR

MATERIAL

FRAME

TYPE

FRAME

MATERIAL

HEAD

DETAIL

JAMB

DETAIL

SILL

DETAIL

FIRE

RATING

HARDWARE

SET REMARKS

201 3'-0" 7'-0" A HM 1 HM H1 J1 S1 --

202 3'-0" 7'-0" A HM 1 HM H1 J1 S1 --

202A 3'-0" 7'-0" A HM 1 HM H1 J1 S1 --

204 6'-0" 8'-6" A HM 1 HM H2 J2 S2 -- PAIRED DOOR

205 3'-0" 7'-0" A HM 1 HM H1 J1 S1 --

206 3'-0" 7'-0" A HM 1 HM H2 (SIM) J2 (SIM) S2 (SIM) --

REVISION 1 4-8-2020

EQUIPMENT SCHEDULE

JSN DESCRIPTION PROVIDED BY INSTALLED BY

A1030 TWO PERSON LOCKER, DOUBLE TIER, 72HX12WX18D. THIS

UNIT INCLUDES HOOKS FOR COATS AND HATS. DOOR

EQUIPPED WITH SAFETY GUARD HANDLES. DESIGNED

FOR STORAGE OF COATS, HATS, AND OTHER PERSONAL

BELONGINGS. OTHER WIDTH AND DEPTHS ARE

AVAILABLE.

GOVERNMENT CONTRACTOR

A1070 MIRROR, FLOAT GLASS, WITH SS FRAME, 24 X 36 CONTRACTOR CONTRACTOR

A5075 DISPOSABLE SOAP DISPENSER; SURFACE MOUNTED,

HIGH-IMPACT TOUCH FREE ABS PLASTIC WITH ONE

HANDED DISPENSING OPERATION WITH 800 ML CAPACITY;

FOAM OR LIQUID.

CONTRACTOR CONTRACTOR

A5082 DISPENSER, PAPER TOWEL, SENSOR, HANDS FREE CONTRACTOR CONTRACTOR

A5090 A SURFACE MOUNTED, SATIN FINISH STAINLESS STEEL,

SANITARY NAPKIN DISPOSAL. DISPOSAL FEATURES A

FLIP-UP COVER, SECURED TO THE CONTAINER BY A

HEAVY-DUTY STAINLESS-STEEL PIANO-HINGE.

CONTRACTOR CONTRACTOR

A5109 GRAB BAR, ABA COMPLIANT, SS, 2-WALL, W/C

ACCESSIBLE

CONTRACTOR CONTRACTOR

A5135 A SURFACE MOUNTED, SATIN FINISH STAINLESS STEEL,

UTILITY SHELF WITH A MAXIMUM OF 6 MOP/BROOM

HOLDERS AND 5 RAG HOOKS. FOR USE IN JANITOR

CLOSETS

FOR USE IN JANITOR CLOSETS

CONTRACTOR CONTRACTOR

A5202 A CONCEALED SURFACE MOUNTED, DOUBLE ROLL, SATIN

FINISH STAINLESS STEEL, COMBINATION TOILET TISSUE

DISPENSER AND UTILITY SHELF (MINIMUM 5" DEPTH). UNIT

ACCOMMODATES TWO STANDARD-CORE TOILET TISSUE

ROLLS THROUGH 6" IN DIAMETER. SPINDLES ARE

CHROME PLATED PLASTIC WITH A HEAVY-DUTY INTERNAL

SPRING AND TURN FREELY FOR NON-CONTROLLED

DELIVERY.

CONTRACTOR CONTRACTOR

C04P0 STANDING HEIGHT UNDER COUNTER BASE SINK CABINET

WITH SOLID HINGED DOORS. COORDINATE ACTUAL

CLEAR CABINET DIMENSION WITH THE ACTUAL OUTSIDE

DIMENSION OF SINK THAT IS SPECIFIED TO ENSURE THAT

THEY ARE COMPATIBLE.

CONTRACTOR CONTRACTOR

CB020 WALL HUNG CABINET WITH TWO ADJUSTABLE SHELVES,

SOLID HINGED DOORS, AND SLOPING TOP WHERE

INDICATED.

CONTRACTOR CONTRACTOR

CD040 WALL HUNG CABINET WITH TWO ADJUSTABLE SHELVES,

SOLID HINGED DOORS, AND SLOPING TOP WHERE

INDICATED.

CONTRACTOR CONTRACTOR

CT020 A SOLID, NONPOROUS COUNTERTOP WITH A SMOOTH

SEAMLESS APPEARANCE. AN ACRYLIC-BASED SOLID

SURFACE PRODUCT. STANDARD THICKNESS OF 1", AND A

4" BUTT BACKSPLASH/CURB.

CONTRACTOR CONTRACTOR

K4665 OVEN, MICROWAVE, CONSUMER. GOVERNMENT GOVERNMENT

R6200 UNDERCOUNTER UTILITY REFRIGERATOR

APPROXIMATELY 35" H X 24" W X 26" D

GOVERNMENT GOVERNMENT

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE

EAST

WALL

NORTH

WALL

SOUTH

WALL

WEST

WALL CEILING CLG. HT. REMARKS

1 STAIR EXIST EXIST EXIST EXIST EXIST EXIST ACT 8'-0"

2 STAIR EXIST EXIST EXIST EXIST EXIST EXIST ES/P 22'-4"

101 COMMON BOILER ROOM SC RB P P P P ES/P 31'-0"

102 COMMON SHOP AREA SC RB P P P P ACT 8'-0"

103 COMMON EMERGENCY GENERATOR ROOM SC RB P P P P ES/P 8'-10"

104 COMMON PUMP ROOM SC RB P P P P ACT 12'-6"

201 BOILER MANAGER'S OFFICE VCT RB P P P P ACT 8'-0"

202 BOILER OPERATORS OFFICE VCT RB P P P P ACT 8'-0"

202A UNISEX TOILET/SHOWER PT PT PT PT PT PT ACT 8'-0"

202B ENGINEERING STORAGE SC RB P P P P ES/P 8'-0"

203 PARTS STORAGE SC RB P P P P ES/P 8'-0"

203A ENGINEERING STORAGE SC RB P P P P ES/P 13'-0"

204 ENGINEERING FEED WATER AREA SC RB P P P P ES/P 9'-4 1/2"

205 UNISEX LOCKERS PT PT P P P P ACT 9'-4 1/2"

206 UNISEX TOILET / SHOWER PT PT PT PT PT PT ACT 9'-4 1/2"

207 UPPER MEZZANINE SC EXIST P P P P ES/P 11'-2"

SCALE:

0' 2" 4" 8" 1'

3" = 1' - 0"

1 1/2" = 1'-0"A601

5 PLAN DETAIL AT BASE PLATE 1

1 1/2" = 1'-0"A601

6 PLAN DETAIL AT BASE PLATE 2

jhirschhorn Text Box

HW-3B

HW-3B

HW-2D

HW-E6

HW-2G

HW-2D

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AA

jhirschhorn Text Box

STAIR #1

STAIR #2

jhirschhorn Text Box

STL GRTG - -

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ROOM FINISH SCHEDULE REMARKS:

1. STAIR TREADS TO BE STEEL GRATING AS SPECIFIED IN

STRUCTURAL DRAWINGS.

2. STAIR LANDINGS TO BE BROOM FINISHED CONCRETE

FILLED STEEL PANS AS DETAILED IN STRUCTURAL

DRAWINGS.

jhirschhorn

1,2

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