Revised Dwg S301.pdf

PDF 510 KB Posted Apr 30, 2021

Attached to: Z2DA--642-17-100 | Renovate Inpatient Pharmacy for Chemo I. V. Mixing
Solicitation number: 36C24421R0046
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4

About this file

Written by GovTribe AI · Dec 28, 2023

This document contains construction drawings and details for a federal solicitation to renovate inpatient pharmacy spaces at a Department of Veterans Affairs medical center. The solicitation seeks general construction and alterations services to renovate existing compounding, office, file, and mechanical rooms to provide two chemotherapy mixing labs (non-hazardous and hazardous), a hazardous chemical room, new office space, and relocated dry drug storage. Work includes structural steel framing, ductwork, and building systems. Bidders must confirm site visit attendance by contacting the contracting officer by phone or email due to COVID-19 protocols limiting groups to two individuals. The bid due date is not provided.

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Other files

File	Type	Posted
36C24421R0046 0003.docx	DOCX document	Apr 30, 2021
Revised Dwg AE 111.pdf	PDF	Apr 30, 2021
Revised Dwg ES101.pdf	PDF	Apr 30, 2021
Addnl Dwg AE 111.1.pdf	PDF	Apr 30, 2021
Camera Spec.pdf	PDF	Apr 30, 2021
36C24421R0046 0002.docx	DOCX document	Apr 26, 2021
36C24421R0046 0001.docx	DOCX document	Apr 12, 2021
IP for CM - Full Set of Specifications.pdf	PDF	Mar 16, 2021
36C24421R0046.docx	DOCX document	Mar 16, 2021
IP for CM - Full Set of Drawings.pdf	PDF	Mar 16, 2021

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LEVEL 4 T/SLAB

102' - 11"

HSS 3 1/2 x 1 1/2 x 1/4"

WELDED FRAME AT 7'-1"

MAX. SHOP ASSEMBLE.

MINIMUM 50 KSI STUDS

SECTION 1

1/2" x 1'-0" x 2'-6" PL W/(4) 1/2" DIA. CONC.

ANCHORS W/ 3 1/2" EMBEDMENT. SPA 2'-0"

C/C.

SECTION 1A

1/2" x 7" x 10" PL W/ (4) 1/2" DIA. CONC.

ANCHORS W/ 3 1/2" EMBEDMENT.

SPA 7" C/C .

L 8x4x7/16" NS/FS COL

ENCLOSURE (TYP)

AT SECTION 1 ONLY

EXIST. COLUMN

EXIST. CONCRETE

ENCASED BEAM

EXIST. SLAB

C 6 x 13

3/8" PL WELDED TO BOTH HSS AND C6

9 13/16" +/-

1/4

3/16

TYP

SECTION 1A SIMILAR

COORDINATE DUCT ENCLOSURE

HSS FRAME DIMENSIONS WITH

ARCHITECTURAL AND MECHANICAL

WORK. SHOP ASSEMBLE TO

GREATEST EXTENT POSSIBLE. HSS

FRAME TO BE ALL WELDED

CONSTRUCTIONS

3/16

ADDL

TYP

CONTINUOUS

/4 " 3" 3"

(4) 3/4" DIA ADHESIVE CONC

ANCHORS W/4 3/4" EMBEDMENT

COLUMN ENCASEMENT

W /A

R C

C O

O R

3/16

TYP 3 SIDES

1/4

(TYP)

L 8X4 CONNECTION TO EXIST COLUMN ENCASEMENT DETAIL

L 8x4 (TYP)

(2) CONC. ANCHOR

(TYP)

EXISTING TIE BAR

DO NOT DAMAGE

LEVEL 4 T/SLAB

102' - 11"

W8X18

COORD DUCT

LOCATION W/ MECH

CONTRACTOR

EX COLUMN

(4) 3/4" DIA. ADHESIVE

ANCHORS

W/ 4 3/4" EMBEDMENT

IN5

6 1/2" 6" 1 1/2"1 1

SECTION 1-1

L3x3x3/8 (TYP)

1/2" PLATE

3/4" x 4" PLATE

1/4

3 SIDES

1/4

L D

D E

T E

R M

IN3

1" PLATE

STIFF PL

1/4

3/4" DIA

BOLTS (TYP)

W8x18

LEVEL 4 T/SLAB

102' - 11"

W8X18 (TYP)

DUCT.

SEE MECH. DWGS

EXISTING CONC. ENCASED BEAM

SECTION AT DUCT TRANSITION

CANTILEVERED

W8X18 HUNG

FROM W8 ABOVE

W8X18X6" LONG

FOR DUCT SUPPORT

C8 INFILL

W8X18 (TYP)

DO NOT CONNECT

TO EX WALL

3/8" STIFF PL

NS/FS

(TYP)

2 3/4" EA WAY3/4" DIA

BOLTS (TYP)

LEVEL 4 T/SLAB

102' - 11"

W8X18 (TYP)

UPPER DUCT.

SEE MECH. DWGS

L 3 x 3 x 3/8"

EXISTING CONC.

ENCASED BEAM

EXISTING BRICK WALL

EXISTING COLUMN

W8X18

C8X11.5 (TYP)

(2) 1/2" DIA. ADHESIVE CONC ANCHORS

W/ 3 1/2" EMBEDMENT 2'-0" C/C

3/8" x 3" x 8" PLATE

DUCT (BEYOND)

COORD W/ MECH CONTRACTOR TO

CLEAR C8. HANG FROM SUPPORTS

DUCT TRANSITION

BEYOND

3/4" x 1'-1" x 2'-6" PLATE

(4) 1/2" DIA ADHESIVE CONC

ANCHORS W/ 3 1/2" EMBED 2'-0" C/C

3/16

TYP

3/8" GUSSET PL

1/4

TYP

C8x11.5

SEE SECTION 2

FOR CONNECTION INFORMATION

3/8" x 8" x 2'-6" PLATE

1/4

L D

V E

1/4

IN7

L D

L O

C A

T E

V E

EX STRAP @ 3'-0" O.C.

EX CONTINUOUS ANGLE

LEVEL 4 T/SLAB

102' - 11"

LEVEL 5 T/SLAB

115' - 6 1/4"

S301

S302

1/2" STL. PLATE W/ (4) 1/2" DIA. CONC.

ANCHORS AT EACH FLOOR LEVEL TYP

EA HSS END. REFER TO SECTION 10

T/SLAB

EXIST. BEAM

HSS 3 1/2 x 3 1/2 x 1/4"

AT EA FLOOR LEVEL

REFER TO SECTION 10 FOR CONN

FOR METAL STUD INFILL

REFER TO ARCH DWGS

10 10

LEVEL 4 T/SLAB

102' - 11"

HSS 3 1/2 x 1 1/2 x 1/4"

HORIZONTAL (TYP)

DUCT. SEE MECH.

DWGS

FACE OF

EXIST BRICK

EXIST. BEAM

EXIST. CONC. SLAB

HSS 3 1/2 x 3 1/2 x 1/4"

(TYP)

1' - 0 1/2" +/-

HSS 3 1/2 x 1 1/2 x 1/4"

VERTICAL (TYP)

SEE SECTION 1

THIS SHEET

FOR PLATE DETAILS

HSS 3 1/2 x 1 1/2 x 1/4"

BRACE (TYP)

HSS 3 1/2 x 1 1/2 x 1/4"

HORIZONTAL (TYP)

DUCT. SEE MECH. DWGS

W8, HUNG FROM BEAM

ABOVE (TYP)

L 3x3x3/8 HANGER

@ EA W8

STL PLATE

MECH. ROOM ROOF

T/STL

106' - 4 1/8"

S301

DUCT.

SEE MECH. DWGS

EXISTING WALL

EX 12x26

(3) L 3 1/2x 3x5/16" (GALV)

W/ 1/4" PLATE BELOW

PORTION OF

EXISTING WALL

TO BE REMOVED

L3x3x3/8 (A36) HANGER

@ EA W8

3/8" PLATE (A36)

REMOVE EXIST

BRICK AND CMU

AS NEEDED TO

INSTALL BEAMS.

REPLACE AND

GROUT SOLID.

BEAM PER PLAN

1/4

3 SIDES

1/4 6

TYP EA END

3/8"x6"x6" (A36)

PLATE

1/4

3 SIDES

3/8" STIFF

PLATE NS/FS

KEY PLAN

AREAS OF WORK

S301

S101

9 7/8" +/-4 1/2" +/-

1' - 2 3/8" +/-

F A

C E

O F

B R

E D

G E

O F

C O

N C

HSS 3 1/2 x 3 1/2 x 1/4"

CONTINUOUS POST

HSS 3 1/2 x 1 1/2 x 1/4" (TYP)

TYP

1/4

TYP

1/4

TYP

1/2"x10"x10" PLATE W/(4) 1/2" DIA

ADHESIVE CONC ANCHORS SPACED

7"x7" W/ 3 1/2" EMBEDMENT (TYP)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F ile

P a th

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ENGINEER

SCALE:

533 6TH AVENUE, BETHLEHEM, PA

POC: DEMIKO RICHARDSON

drichardson@cbdg-ae.com

H.F. LENZ COMPANY

1407 Scalp Avenue Johnstown, PA 15904

Phone: 814-269-9300 FAX: 814-269-9301 cadd@hflenz.com www.hflenz.com Engineers - Planners - Surveyors

1As indicated

Philadelphia VA Medical Center 3900 Woodland. Ave., Philadelphia, PA 19104

08/27/20

642-17-100

JAMAMH

Renovate Inpatient Pharmacy for Chemotherapy I.V. Mixing

BID SETSECTIONS AND DETAILS

S301

SCALE: 3/4" = 1'-0"1

SECTION

SCALE: 1" = 1'-0"2

SECTION

SCALE: 1" = 1'-0"3

SECTION

SCALE: 1" = 1'-0"4

SECTION

SCALE: 1/2" = 1'-0"5

SECTION

SCALE: 1" = 1'-0"6

TYPICAL FRAMING DETAIL AT VERTICAL DUCT

SCALE: 1" = 1'-0"7

FRAMING DETAIL AT DUCT ELBOW

SCALE: 1" = 1'-0"8

SECTION

SCALE: 3/4" = 1'-0"9

SECTION

SCALE: 1" = 1'-0"10

SECTION

NOTES:

1. SEE SHEET S001 FOR GENERAL NOTES.

2. REFERENCE ELEVATIONS ARE BASED ON INFORMATION OBTAINED FROM AVAILABLE EXISTING DRAWINGS. CONTRACTOR

SHALL VERIFY ALL ELEVATIONS PRIOR TO START OF CONSTRUCTION AND FABRICATION.

3. WORK THIS DRAWING WITH ARCHITECTURAL DRAWINGS FOR DUCT ENCLOSURE DETAILS.

4. WORK THIS DRAWING WITH MECHANICAL DRAWINGS FOR DUCT LOCATIONS.

5. WORK THIS DRAWING WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF WALL PENETRATIONS.

6. GC SHALL COORDINATE NEW DUCT SUPPORTS WITH EXISTING DUCTS, CONDUITS, WINDOW LOCATIONS, AND EXISTING

CONDITIONS PRIOR TO START OF FABRICATION AND INSTALLATION.

7. REFER TO PLANS FOR MEMBER SIZES NOT SHOWN HERE.

8. FOR CONNECTIONS TO EXISTING CONCRETE ENCASEMENT, REMOVE EXISTING BRICK AND TILE AS NEEDED TO INSTALL

NEW WORK. REPLACE AFTER CONSTRUCTION. PACK SOLID WITH GROUT. SEAL WATERTIGHT.

REMOVE EXISTING BRICK AND TILE BLOCK AS NEEDED

TO INSTALL SUPPORTS. REPALCE AFTER

CONSTRUCTION. GROUT SOLID. SEAL WATERTIGHT.

AMENDMENT #3 4/29/2021

Sheets

S301 - SECTIONS AND DETAILS

File details come from the government source that posted it. Updated Apr 30, 2021.