Attachment - Stair Treads.pdf
PDF 302 KB Posted
- Solicitation number
- 36C24725R0071
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.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C24725R0071 0005.docx | DOCX document | |
| Attachment - Door Hardware.pdf | ||
| RFI Response 2.docx | DOCX document | |
| 36C24725R0071 0004.docx | DOCX document | |
| Mech Response - RFI 007 REV.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 | ||
| Attachment 8b - Specs - Vol 2.pdf | ||
| Attachment 1 - Experience Modification Rate Form.pdf | ||
| Attachment 5 - DBA Wages AL20250093 01-03-2025.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 | ||
| 36C24725R0071 Solicitation.docx | DOCX document | |
| Attachment 3 - Past Performance Questionnaire -PPQ.docx | DOCX document | |
| Attachment 8c - Specs - Vol 3.pdf | ||
| Attachment 8a - Specs - Vol 1.pdf | ||
| Attachment 7 - Combined Drawings 619-20-103.pdf | ||
| Attachment 6 - Invoicing.docx | DOCX document |
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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
jhirschhorn Text Box
AA
jhirschhorn Text Box
STAIR #1
STAIR #2
jhirschhorn Text Box
STL GRTG - -
jhirschhorn Text Box
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
File details come from the government source that posted it. Updated .