642-21-117 Building 5 Drawing Set 02122021.pdf

PDF 5 MB Posted Apr 26, 2021

Attached to: Z2DA--642-21-117 | D/B Building 5 Trailer Replacement Federal contract opportunity
Solicitation number: 36C24421R0050
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 package includes construction drawings and a federal contract opportunity solicitation. The construction drawings are for a Design/Build project to replace an existing trailer with a new single-story wood framed building at the Philadelphia VA Medical Center. The drawings show demolition plans, floor plans, and general notes for utilities and construction.

The related federal contract opportunity solicitation is seeking a Service Disabled Veteran Owned Small Business to provide design and construction services for the project. The contractor will design and build a 1,800 square foot slab on grade building with vinyl siding, mechanical/HVAC, electrical, and plumbing systems. Pre-engineered building systems are also acceptable. The contractor must investigate site conditions and provide fully developed construction documents. The estimated release date for the solicitation is April 10, 2021. The contracting agency is the Department of Veterans Affairs Veterans Health Administration VISN 4.

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DEPARTMENT OF VETERANS AFFAIRS

CORPORAL MICHAEL J. CRESCENZ MEDICAL CENTER

BUILDING NO.5 TRAILER REPLACEMENT

VICINITY MAP

N O

RTH

DRAWING LIST

GENERAL

G-100 COVER SHEET

G-200 GENERAL NOTES

SITE PLAN

G-300 EXISTING UNDERGROUND UTILITIES MAPPING

ARCHITECTURAL

AD-100 DEMOLITION PLAN

A-100 FLOOR PLANS (1 OF 2)

A-101 FLOOR PLANS (2 OF 2)

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OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

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U.S. DEPARTMENT OF VETERANS AFFAIRS

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PROJECT NUMBER

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PROJECT TITLE

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BUILDING 5 TRAILER REPLACEMENT

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BUILDING NUMBER

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DRAWING NUMBER

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DWG. OF

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LOCATION

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CORPORAL MICHAEL J. CRESCENZ VAMC 3900 WOODLAND AVE, PHILADELPHIA, PA 19104

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DATE

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FEBRUARY 2021

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CHECKED

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DRAWN

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COVER SHEET

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APPROVED: PROJECT DIRECTOR

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GENERAL NOTES - EXTERIOR AND UTILITY TRENCH PATCH

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL

BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305MM] ABOVE THE TOP OF PIPE

AND SHALL BE PER SECTION XXX.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION XXX.

4. THE 1 FOOT [305MM] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2

TRENCHES.

5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX.

6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF SECTION XXX.

7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS

OF SECTION XXX.

8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF

SECTION XXX FOR THE TYPE SPECIFIED.

9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH

THE REQUIREMENTS OF SECTION XXX FOR THE TYPE SPECIFIED.

10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY

CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE

REQUIREMENTS OF SECTION XXX. DOWELS SHALL BE SIZED AND SPACED AS

FOLLOWS:

PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING

6" [150MM] #5 [NO. 16] 12" [305MM] 18" [455MM]

7" [180MM] #6 [NO. 19] 15" [380MM] 15" [380MM]

8" [180MM] #8 [NO. 19] 15" [380MM] 12" [305MM]

10" [180MM] #10 [NO. 19] 15" [380MM] 12" [305MM]

11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE

ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET

[15240MM]. TIE BARS SHALL BE 24 INCHES [610MM] LONG. DEFORMED #4 [NO. 13]

BARS FOR PCCP LESS THAN 8 INCHES [205MM] THICK AND #5 [NO. 16] BARS IF 8

INCHES [205MM] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760MM]

CENTER-TO-CENTER.

12. HOLES SHALL BE DRILLED 1 FOOT [305MM] INTO THE EXISTING SLAB FOR TIE BARS

AND 7 INCHES [180MM] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT

TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE

ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY.

13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE

JOINT IS LESS THAN 6 FEET [1829MM] AT ITS NARROWEST WIDTH, REMOVE AND

REPLACE THE EXISTING CONCRETE TO THE JOINT.

GENERAL NOTES - MECHANICAL AND PLUMBING

1. ALL PIPING AND DUCTS IN FINISHED ROOMS OR SPACES SHALL

BE EXPOSED.

2. THE FIRST FIGURE OF DUCT SIZE INDICATES DIMENSION OF

FACE SHOWN OR INDICATED. DUCT SIZES ARE NET INSIDE

DIMENSIONS.

3. TOTAL STATIC PRESSURE NOTED IN THE SCHEDULES INCLUDES

DUCT SYSTEM, TERMINAL UNITS, FILTERS, COILS, ETC. LOSS FOR

FILTERS SHALL BE FOR FILTERS AT 50% LOADING.

4. FOR TYPICAL STEAM AND WATER PIPING CONNECTIONS TO

EQUIPMENT, SEE STANDARD EQUIPMENT DETAILS.

5. DIFFUSER, REGISTER AND GRILLE SIZES SHOWN ON FLOOR

PLANS ARE NECK SIZES.

6. WATER PIPE CONNECTIONS TO AIR HEATING AND COOLING

COILS SHALL BE MADE TO PROVIDE COUNTER FLOW BETWEEN

WATER AND AIR.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR

EXACT LOCATIONS OF CEILING DIFFUSERS, REGISTERS, AND

GRILLES.

8. HVAC IS TO BE A DESIGN BUILD SYSTEM.

GENERAL NOTES - ELECTRICAL

1. ALL FINAL LOCATIONS AND ARRANGEMENTS OF LIGHTING

FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL

REFLECTED CEILING PLAN.

2. LIGHTING FIXTURES WITH MORE THAN TWO LAMPS SHALL HAVE

TWO OUTER LAMPS CONTROLLED WITH ONE SWITCH AND INNER

LAMP(S) CONTROLLED BY A SECOND SWITCH.

3. EACH BRANCH CIRCUIT HOMERUN SHALL HAVE NO MORE THAN

THREE CIRCUITS. EACH BRANCH CIRCUIT HOMERUN SHALL

HAVE A SEPARATE GREEN INSULATED EQUIPMENT GROUNDING

CONDUCTOR.

4. MULTI-GANG BACKBOXES FOR DIFFERENT VOLTAGES AND

TYPES OF EMERGENCY AND NORMAL BRANCH WIRING DEVICES

SHALL HAVE DIVIDERS BETWEEN DEVICES.

5. LIGHTING AND POWER WILL BE DESIGN BUILD SYSTEM.

DEMOLITION NOTES - MEP

1. FOR EXISTING EQUIPMENT, SUCH AS LIGHTING FIXTURES,

WIRING DEVICES, CONDUITS, ETC., SHOWN ON PLANS TO

BE REMOVED, COMPLETELY CUT/CAP CONDUITS AT THE

AREA OF WORK PERIMETER AND REMOVE CONDUIT WITHIN

THE WORK AREA, DISCONNECT WIRING AT THE

OVERCURRENT PROTECTIVE DEVICE AND REMOVE WIRING

COMPLETELY FROM THE ABANDONED CONDUITS.

2. DISCONNECT ALL ABANDONED WIRING OF ALL TYPES AT

THE OVERCURRENT PROTECTIVE DEVICE. COMPLETELY

REMOVE ALL ABANDONED WIRING.

3. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS

AND CONDUCTORS PASSING THROUGH RENOVATED

AREAS AND SERVICING UNDISTURBED AREAS.

4. REMOVE AND DISPOSE THE ABANDONED OUTDOOR HVAC

UNIT PROPERLY.

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OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

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U.S. DEPARTMENT OF VETERANS AFFAIRS

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PROJECT NUMBER

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PROJECT TITLE

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BUILDING 5 TRAILER REPLACEMENT

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BUILDING NUMBER

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DRAWING NUMBER

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DWG. OF

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LOCATION

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CORPORAL MICHAEL J. CRESCENZ VAMC 3900 WOODLAND AVE, PHILADELPHIA, PA 19104

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DATE

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FEBRUARY 2021

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CHECKED

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DRAWN

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DRAWING TITLE

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GENERAL NOTES

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APPROVED: PROJECT DIRECTOR

Scale:

1 SITE PLAN - EXISTING UNDERGROUND UTILITIES MAPPING

NTS Scale:

2 SITE PLAN - EXISTING UNDERGROUND STORM DRAIN LINES

NTS

NOTES

THE SCOPE OF WORK INCLUDED SCANNING THE SPECIFIED AREA TO LOCATE

UNDERGROUND UTILITIES. A TRACER SIGNAL WAS SENT ALONG ANY

ACCESSIBLE METALLIC UTILITY OR TRACER WIRE, AND THE AREA WAS SCANNED

WITH GPR TO LOCATE ANY ADDITIONAL TARGETS. THE LOCATIONS OF ANY

DETECTED UTILITIES AND ANOMALIES WERE MARKED DIRECTLY AT THE SITE

WITH PAINT, FLAGS, STAKES, OR OTHER APPROPRIATE MEANS, AND RESULTS

WERE REVIEWED WITH ONSITE PERSONNEL UNLESS OTHERWISE NOTED.

· THE TOTAL AREA SCANNED WAS APPROXIMATELY 3000 SQUARE FEET.

· SCAN A 3000 SF AREA AROUND THE NORTH AND WEST SIDE OF BUILDING 5.

· THE EFFECTIVE DEPTH OF GPR WILL VARY THROUGHOUT A SITE

DEPENDING ON SURFACE AND SOIL CONDITIONS. IN THIS AREA, THE

MAXIMUM EFFECTIVE GPR DEPTH WAS APPROXIMATELY 0-4 FEET.

NOTES

· SCOPE OUT A DRAIN LINE IN EXISTING CATCH BASIN THE PREVIOUS

TECHNICIAN WAS UNABLE TO DUCT ROD. ALSO INVESTIGATE 4” CAST IRON

PIPE IN CATCH BASIN TO SEE WHAT IT’S COLLECTING.

· THE EFFECTIVE DEPTH OF GPR WILL VARY THROUGHOUT A SITE

DEPENDING ON SURFACE AND SOIL CONDITIONS. IN THIS AREA, THE

MAXIMUM EFFECTIVE GPR DEPTH WAS APPROXIMATELY 5 FEET.

· INVESTIGATED RECESSED PIPE IN CATCH BASIN WALL AND HIT A COMPLETE

BLOCKAGE ABOUT 8' IN. PIPE LOOKS TO BE ABANDONED. ALSO

INVESTIGATED THE 4" CAST IRON PIPE PROTRUDING THROUGH CATCH

BASIN WALL. THIS COLLECTS THE DRAIN AT THE BOTTOM OF THE STEPS AT

NEIGHBORING BUILDING. NOT ABLE TO DETERMINE IF THIS PIPE COLLECTED

ANYTHING ELSE, CAMERA LENS COULD NOT STAY CLEAN.

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OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

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U.S. DEPARTMENT OF VETERANS AFFAIRS

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PROJECT NUMBER

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PROJECT TITLE

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BUILDING 5 TRAILER REPLACEMENT

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BUILDING NUMBER

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DRAWING NUMBER

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DWG. OF

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LOCATION

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CORPORAL MICHAEL J. CRESCENZ VAMC 3900 WOODLAND AVE, PHILADELPHIA, PA 19104

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DATE

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FEBRUARY 2021

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CHECKED

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DRAWN

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DRAWING TITLE

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SITE PLAN - EXISTING UNDERGROUND UTILITIES MAPPING AND STORM DRAIN LINES

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APPROVED: PROJECT DIRECTOR

ADMINISTRATIVE

AREA

CONTRACTING

CONFERENCE

ROOM A

ASST. CHIEF

FACILITIES MGMT.

CHIEF

FACILITIES MGMT.

CLOSET

SUPERVISOR'S

OFFICE

FITS CL.

HAC

WOMEN'S

TOILET ROOM

MEN'S

TOILET ROOM

MECHANICAL

ROOM

ELEC.

CL.

CONFERENCE /

PRINT ROOM (KIP)

ADMIN.

OFFICER

CORRIDOR

C1-1

EXISTING SPLIT

SYSTEM AHU

HWH

INTERIOR DESIGN &

LIBRARY

KITCHEN

FEC

ENGINEERING AREA

EXISTING PAD-MOUNTED

TRANSFORMER

EXISTING PAD-MOUNTED

ELECTRIC SERVICE

EXISTING CONCRETE STAIRS

EXISTING CONCRETE

EXISTING OUTDOOR

CONDENSING UNIT

EXISTING STRUCTURE

TO BE DEMOLISHED

EXISTING WINDOW

TO BE DEMOLISHED

Scale:

1 DEMOLITION PLAN

3/16" = 1'-0"

N O

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SYMBOLS OF MATERIALS

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

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OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

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U.S. DEPARTMENT OF VETERANS AFFAIRS

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PROJECT NUMBER

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PROJECT TITLE

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BUILDING 5 TRAILER REPLACEMENT

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BUILDING NUMBER

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DRAWING NUMBER

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AD-101

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DWG. OF

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LOCATION

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CORPORAL MICHAEL J. CRESCENZ VAMC 3900 WOODLAND AVE, PHILADELPHIA, PA 19104

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DATE

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FEBRUARY 2021

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CHECKED

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DRAWN

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DRAWING TITLE

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DEMOLITION PLAN

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APPROVED: PROJECT DIRECTOR

PROPOSED TRAILER REPLACEMENT

(1818 FT2)

EXISTING BUILDING (3700 FT2)

N O

RTH

Scale:

1 FLOOR PLANS (1 OF 2)

3/16" = 1'-0"

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OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

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U.S. DEPARTMENT OF VETERANS AFFAIRS

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PROJECT NUMBER

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PROJECT TITLE

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BUILDING 5 TRAILER REPLACEMENT

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BUILDING NUMBER

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DRAWING NUMBER

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DWG. OF

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LOCATION

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CORPORAL MICHAEL J. CRESCENZ VAMC 3900 WOODLAND AVE, PHILADELPHIA, PA 19104

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DATE

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FEBRUARY 2021

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CHECKED

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DRAWN

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DRAWING TITLE

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FLOOR PLANS (1 OF 2)

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APPROVED: PROJECT DIRECTOR

ADMINISTRATIVE

AREA

CONTRACTING

CONFERENCE

ROOM A

ASST. CHIEF

FACILITIES MGMT.

CHIEF

FACILITIES MGMT.

CLOSET

SUPERVISOR'S

OFFICE

FITS CL.

HAC

WOMEN'S

TOILET ROOM

MEN'S

TOILET ROOM

MECHANICAL

ROOM

ELEC.

CL.

CONFERENCE /

PRINT ROOM (KIP)

ADMIN.

OFFICER

CORRIDOR

C1-1

EXISTING SPLIT

SYSTEM AHU

HWH

INTERIOR DESIGN &

LIBRARY

KITCHEN

FEC

ENGINEERING AREA

26'-3"

58-0"

EXISTING PAD-MOUNTED

TRANSFORMER

EXISTING PAD-MOUNTED

ELECTRIC SERVICE

24'-9"

36'-6"

7'-6"

8'-4"

UNISEX

RESTROOM

CONFERENCE ROOM

(196 SF)

OFFICE

PARTITIONS

(TYP. 14)

4'-5"4'-5"

PRINTER

STATION

CLERESTORY WINDOWS

(SEE NOTE NO.1)

CLERESTORY WINDOWS

(SEE NOTE NO.1)

WALL

PARTITION

EXISTING CONCRETE

EXISTING OUTDOOR

CONDENSING UNIT

EXISTING CONCRETE STAIRS

Scale:

1 FLOOR PLANS (2 OF 2)

3/16" = 1'-0"

N O

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NOTES:

1. CLERESTORY WINDOWS IN THE PROPOSED PLAN SHOULD BE

INSTALLED 8' ABOVE THE FINISHED FLOOR. THE DIMENSION OF THE

GLASS IS 16' LONG AND 14" WIDE WITH 2" WIDE ALUMINUM FRAME.

2. THE NEW STRUCTURE WILL BE EXPOSED (OPEN) CEILING.

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OFFICE OF CONSTRUCTION AND FACILITIES MANAGEMENT

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U.S. DEPARTMENT OF VETERANS AFFAIRS

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PROJECT NUMBER

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PROJECT TITLE

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BUILDING 5 TRAILER REPLACEMENT

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BUILDING NUMBER

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DRAWING NUMBER

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DWG. OF

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LOCATION

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CORPORAL MICHAEL J. CRESCENZ VAMC 3900 WOODLAND AVE, PHILADELPHIA, PA 19104

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DATE

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FEBRUARY 2021

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CHECKED

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DRAWN

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DRAWING TITLE

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FLOOR PLANS (2 OF 2)

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APPROVED: PROJECT DIRECTOR

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G-100

G-200

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G-200

G-300

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G-300

AD-101

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AD-101

A-100

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A-100

A-101

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A-101

File details come from the government source that posted it. Updated Apr 26, 2021.