504-24-110 Replace Roofs Buildings Drawings.pdf

PDF 1 MB Posted Aug 23, 2023

Attached to: Z2JZ--504-24-110 Replace Roofs Bldgs. 12, 13, 21, 26, & 32 Thomas E. Creek VAMC
Solicitation number: 36C25723B0049
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation package includes drawings and specifications for replacing roofs on five buildings at the Thomas E. Creek VA Medical Center in Amarillo, Texas. The project involves replacing peaked and flat roofs on Buildings 12, 13, 21, 26, and 32 with new tile, built-up roofing, flashing, gutters, and downspouts to match existing materials and colors. The drawings provide notes on safety requirements, wage rates, traffic control, laydown areas, demolition procedures, inspections, warranties and more. Bidders are required to field-verify all dimensions and details before submitting responses. The related solicitation, number 36C25723B0049, was issued by the Department of Veterans Affairs for roof replacements on the specified buildings in accordance with the provided specifications. The successful offeror will be expected to follow all instructions and meet requirements for this repair and construction project at the Thomas E. Creek VAMC.

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Other files

File	Type	Posted
36C25723B0049 0001_1.pdf	PDF	Sep 13, 2023
36C25723B0049 0001.pdf	PDF	Sep 13, 2023
504-24-110 Pre-Bid Site Visit.pdf	PDF	Sep 13, 2023
36C25723B0049 Solicitation.pdf	PDF	Aug 28, 2023
36C25723B0049 Solicitation.pdf	PDF	Aug 23, 2023
504-24-110 Specifications.pdf	PDF	Aug 23, 2023
36C25723B0049_1.docx	DOCX document	Aug 23, 2023

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DEPARTMENT OF VETERANS AFFAIRS

AMARILLO VA HEALTH CARE SYSTEM

6010 AMARILLO BLVD WEST

AMARILLO, TX 79106

REPLACE ROOF BUILDING

12, 13, 21, 26 & 32

504-24-110

1. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS, STATE OF TEXAS LAW CONCERNING ROOF

WORK AND VA SAFETY GUIDELINES.

2. DAVIS/BACON WAGE RATES APPLY (POTTER COUNTY).

3. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS PER THE GUIDELINES SET FORTH IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, SHALL BE OBSERVED DURING

CONSTRUCTION WHILE WHENEVER TRAFFIC IS IMPEDED.

4. FLAGGER(S) REQUIRED TO DIRECT TRAFFIC WHEN ANY ONE LANE IS BLOCKED.

5. CONTRACTOR MUST NOTIFY ENGINEERING BEFORE CLOSING ANY LANE OR SIDEWALK. THE REQUEST MUST BE MADE AT LEAST TEN (10) BUSINESS DAYS PRIOR TO THE DATE FOR WHICH THE CLOSURE IS

PROJECTED.

6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COMPARE THE DIMENSIONS SHOWN ON THE CONSTRUCTION PLANS WITH THOSE MEASURED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY.

7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.

8. CONTRACTOR SHALL PROVIDE SILT BARRIER TYPE FENCE WHENEVER BLOCKAGE OF PEDESTRIAN TRAFFIC

OR ANY AREA IS TO BE BLOCKED OFF.

9. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ALL SHRUBS, PLANTS AND TREES ALONG AREAS WHERE WORK MAY BE PERFORMED, INCLUDING THE IMMEDIATE REMOVAL OF NAILS, SCREWS, HARDWARE AND DEBRIS DUE TO ACTIVE VEHICLES AND PEDESTRIANS.

10. ALL AREAS INVOLVED AND NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES. ERECT BARRICADES AND WARNING SIGNS TO DIVERT

AND WARN PASSERS-BY OF THE CONSTRUCTION WORK.

11. ALL MATERIAL DEVELOPED AND ACCUMULATED DURING DEMOLITION, UNLESS OTHERWISE NOTED TO BE REUSED, SHALL BECOME PROPERTY OF THE CONTRACTORS AND LEGALLY RECYCLED OR DISPOSED OF OFF-SITE. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS AND ALL RECYCLED AND WASTE

RECEIPTS SHALL BE TURNED OVER TO THE C.O.R. WITHIN FIVE (5) BUSINESS DAYS.

12. ANY DAMAGE CAUSED TO THE BUILDING OR GOVERNMENT EQUIPMENT (A.K.A: AIR HANDLERS, LOUVERS, ETC.) SHALL BE REPAIRED OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO

THE GOVERNMENT. IF THERE IS PRIOR DAMAGE, THE CONTRACTOR IS TO DOCUMENT AND TURN

PHOTOS IN TO THE CO AND COR PRIOR TO START OF WORK, OTHERWISE, THE CONTRACTOR WILL BE HELD ACCOUNTABLE IF IT APPEARS THAT THE DAMAGE MAY HAVE BEEN FROM A CONTRACTOR OF THIS

PROJECT.

13. COVER ALL AIR INLETS AIRTIGHT TO PREVENT DUST FROM ENTERING THE BUILDING.

14. PATCH AND REPAIR ALL IMPACTED AREAS TO ORIGINAL CONDITION WHERE DEMOLITION OR DAMAGE

OCCURRED.

15. ALL WORK IS TO BE COMPLETED AS PER INDUSTRY STANDARD AND MEET VA SPECIFICATIONS.

16. ALL GUTTERS, DOWNSPOUTS, PEAKED ROOFS AND FLAT ROOFS SHALL BE WATER TESTED TO VERIFY NO LEAKS OCCUR IN ACCORDANCE TO ASTM D5957-98 (LATEST EDITION) STANDARD GUIDE FOR FLOOD

TESTING HORIZONTAL WATERPROOFING INSTALLATIONS.

17. ALL GUTTERS, DOWNSPOUT AND PEAKED ROOFS SHALL BE TESTED FOR CONTINUOUS WATER FLOW.

18. ALL COPPER REMOVED AND REPLACED SHALL BE TURNED OVER TO THE GOVERNMENT. SEE COR FOR

MORE INFORMATION IN CASE IF COPPER IS TO BE RECYCLED BY CONTRACTOR.

19. ALL LIGHTNING PROTECTION MUST BE BROUGHT UP TO CURRENT CODE.

20. LAY-DOWN AREAS ARE NOT APPROVED UNTIL NOTICE TO PROCEED IS ISSUED. MATERIALS SHALL BE FENCED, LOCKED AND SECURED AT ALL TIMES UNLESS LOADING OR UNLOADING. PARKING IS LIMITED, CARPOOLING IS RECOMMENDED.

GENERAL NOTES

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SMOKING SHR.

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SWITCH

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SITE PLAN

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ENGINEERING

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S.W. 9TH AVENUE

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MAIN HOSPITAL

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SERVICES

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OI&T

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SHOPS

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BOILER

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WARE-

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HOUSE

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GNDS

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U.S. HIGHWAY 66

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CLC

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WAREHOUSE

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MEDICAL ARTS

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AREA 1

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S 89%%D47'OO" E 1947.94'

AutoCAD SHX Text L = 908.08'

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HBPC

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HERNDON

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E. WALKER

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LODGE

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HUMAN

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FUEL TANKS

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S. EDMAN

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AutoCAD SHX Text N 1%%d15'23" E 180.27'

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WAREHOUSE

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DECON

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HAZ

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FISCAL/

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(AMARILLO BLVD.)

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CHILLER

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THERAPY

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SPECIALTY CLINIC

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HOSPITAL (ORIG.)

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U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

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VA FORM 08-6231, FEB. 1983

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DRAWING NO.

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AMARILLO, TEXAS

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AutoCAD SHX Text R1213212632-1

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S HOBBS

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AutoCAD SHX Text 504-24-110

AutoCAD SHX Text 05/18/2023

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REPLACE ROOF BLDG 12,13,21,26 & 32

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COVER SHEET

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1. REPLACE ROOF, BUILDING 12 PEAKED ROOF, APPROXIMATE BASE AREA OF 5,175 SQ.FT. WITH SLOPE 7-12.

SPANISH VILLA STYLE TERRA COTTA GOLD FLASHED - SLURRY FINISH CEMENT TILE. TO MATCH SAME

COLORATION OF EXISTING.

2. BUILDING 13 FLAT STEEL DECK ROOF, APPROXIMATE BASE AREA OF 875 SQ.FT. TO RECEIVE BUILD UP NEW FULLY ADHERED T.P.O. ROOF ALONG EXISTING BUILT IN SLOPE. INSTALL NEW COPPER FLASHING OVER

TERMINATIONS FOR NEW DRIP EDGE AND NEW GUTTER.

3. REPLACE ROOF, BUILDING 21 PEAKED ROOF APPROXIMATE BASE AREA OF 505 SQ.FT. SLOPE IS UNKNOWN AND MUST BE VERIFIED BY THE CONTRACTOR AND NOTED TO THE COR FOR RECORD. ROOF TO BE REPLACED WITH SPANISH VILLA STYLE TERRA COTTA GOLD FLASHED - SLURRY FINISH CEMENT TILE. TO

MATCH SAME COLORATION OF BUILDING 12.

4. REPLACE ROOF, BUILDING 26 PEAKED ROOF APPROXIMATE BASE AREA OF 2,705 SQ.FT. WITH SLOPE 4.5-12. SPANISH VILLA STYLE TERRA COTTA GOLD FLASHED - SLURRY FINISH CEMENT TILE. TO MATCH

SAME COLORATION OF EXISTING.

5. DORMER WALLS AND FRONT TO BE PAINTED EXISTING OR LIKE COLOR APPROVED BY VA.

6. REPLACE ROOF, BUILDING 26'S BUILDING 30 ADDITION PEAKED ROOF APPROXIMATE BASE AREA OF 375 SQ.FT. WITH SLOPE 4.5-12. SPANISH VILLA STYLE TERRA COTTA GOLD FLASHED - SLURRY FINISH CEMENT

TILE. TO MATCH SAME COLORATION OF EXISTING.

7. REPLACE ROOF, BUILDING 32 PEAKED ROOF APPROXIMATE BASE OF 1,550 SQ.FT. WITH SLOPE 6-12 WITH

SHINGLE ROOF TO MATCH SIMILAR COLORATION OF BUILDING 34.

8. ANY HOLES OR GAPS FOUND IN DECKING IS TO BE REPLACED OR REPAIRED IN ORDER TO PREVENT WATER LEAKS. ANY RUST OR RUSTED HOLES ARE TO BE CLEANED OF RUST AND COVERED TO PROTECT FROM

ADDITIONAL WATER DAMAGE. ALL HOLES ARE TO BE FILLED FOR WATER TIGHTNESS.

9. ALL NEW DOWNSPOUTS TO HAVE SAME APPEARANCE AS RIBBED HISTORICAL LOOK THAT IS ON SURROUNDING BUILDINGS (SEE COR FOR EXAMPLE) ALL DOWNSPOUTS ARE TO BE SNAKED, CLEANED, AND TESTED FOR UNINTERRUPTED WATER FLOW IN ORDER TO GIVE CONTINUOUS FLOW OF RAIN WATER.

10. ALL NEW GUTTERS ARE TO HAVE SAME APPEARANCE AS HISTORICAL BUILDINGS (SEE COR FOR EXAMPLE) AND ARE TO BE CLEANED AND TESTED FOR WATER FLOW. ALL GUTTERS ARE TO BE CAULKED AND SEALED OR WELDED AT GUTTER JOINTS. WHEN REMOVING EXISTING GUTTERS, CONTRACTOR TO FILL EXISTING

HOLES FOR WATER TIGHTNESS.

11. FLASHING TO BE REPLACED AND COVER TERMINATION BAR.

12. ALL ROOF VENTS AND PIPES SHALL BE CODE COMPLIANT WITH NEW ROOFING SYSTEM. CONTRACTOR TO

FIELD VERIFY PRIOR TO BIDDING THE AMOUNT, LOCATION AND SIZE.

KEY NOTES

OVERFLOW DRAIN (SCUPPER) KEY NOTE REFERENCE

EXISTING DOWNSPOUT

LEGEND

1 BUILDING 12 & 13

0'-3/32" = 1'-0"

2 BUILDING 21

0'-3/32" = 1'-0"

3 BUILDING 26

0'-3/32" = 1'-0"

3 BUILDING 32

0'-3/32" = 1'-0"

8 11 12

11 12

11 12 11 12

9 9 9

9 9

10 10

4.54

4.56

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U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

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VA FORM 08-6231, FEB. 1983

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one-half inch = one foot

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DRAWING NO.

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AMARILLO, TEXAS

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AutoCAD SHX Text R1213212632-2

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S HOBBS

AutoCAD SHX Text 12,13,21,26,32

AutoCAD SHX Text 504-24-110

AutoCAD SHX Text 05/18/2023

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REPLACE ROOF BLDG 12,13,21,26 & 32

REPLACE ROOFS

1. REMOVE DOUBLE DOORS IN PREPARATION OF CMU AND BRICK MASONRY INSTALLATION. INSTALL NEW

WALL. UTILIZE REBAR AND DOWEL PER INDUSTRY STANDARDS.

2. CLEAN PREPARE FLOOR IN PREPARATION OF POLISH CONCRETE FINISH. POLISH CONCRETE.

3. INSTALL NEW SECURITY STYLE WINDOW GUARDS TO ALL SIX WINDOWS ON INSIDE OF BUILDING. SIZES

MAY VARY. CONTRACTOR TO FIELD VERIFY.

4. REMOVE EXISTING SIX (6) WINDOWS AND WINDOW SILLS. REPLACE WITH NEW DOUBLE PAIN WINDOWS

IN LIKE APPEARANCE. LARGER WINDOW APPROXIMATE SIZE IS 30.5" BY 32.5", SIZES VARY. CONTRACTOR

TO FIELD VERIFY.

5. INSTALL NEW SIDEWALK AND STAIR WALKING PATH. CONTRACTOR TO FIELD VERIFY FOR DEPTH, SLOPE, INCLINE AND SIZE. SEE KEY NOTE 9 FOR APPROXIMATED DIMENSIONS.

6. REPLACE ENTRY DOOR AND DOOR JAMB WITH NEW DOOR AND DOOR JAMB CAPABLE TO RECEIVE AN

ELECTRIC STRIKE FOR ACCESS CONTROL.

7. INSTALL AND MOUNT NEW AMAG SYSTEM AND TIE CONNECTION INTO PANEL IN TR-008 - BUILDING 11.

8. FILL GAP BETWEEN CMU BLOCK AND BRICK WITH INSULATION.

9. ALL DIMENSIONS ARE APPROXIMATES:

9.1. PREPARE AREA FOR A 4' BY 8' CONCRETE SIDEWALK BY REMOVING DIRT AND EXISTING CONCRETE

OR ROCK. TO BE CENTERED ON DOOR.

9.2. PREPARE INCLINE PATH TO EXISTING CONCRETE PATH. CONCRETE LENGTH AND WITH WILL VARY FROM 4' WITH TO 5 - 6' WITH STAIR PATH. LENGTH WILL RANGE FROM 6 TO 8 '. MAY BE AS LONG

AS 10 DEPENDING ON BEST TIE IN TO EXISTING CONCRETE.

KEY NOTES

1 BUILDING 21 ADD ALT (EXISTING)

0'-1/4" = 1'-0"

2 BUILDING 21 ADD ALT (NEW)

0'-1/4" = 1'-0"

3 BUILDING 21 ADD ALT EXTERIOR WALL (EXISTING)

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

6 BUILDING 21 ADD ALT INTERIOR WALL (EXISTING)

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

4 BUILDING 21 ADD ALT EXTERIOR WALL (NEW)

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

7 BUILDING 21 ADD ALT INTERIOR WALL (NEW)

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

8 BUILDING 21 ADD ALT CONCRETE

0'-1/4" = 1'-0"

5 INSULATE BETWEEN BRICK & CMU

NTS

6 3 7 4

7 4

9.1

9.2

9.1 9.2

1 8

6 72

9 BUILDING 21 ADD ALT WINDOWS

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

1 8

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ISOLATION PENS

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PAINT SHOP

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EXISTING

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LOCKSHOP OFFICE

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LOCKSHOP STORAGE

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NEW WORK

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U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

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VA FORM 08-6231, FEB. 1983

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-quarter inch = one foot

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DRAWING NO.

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AMARILLO, TEXAS

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AutoCAD SHX Text R1213212632-3

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S HOBBS

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AutoCAD SHX Text 504-24-110

AutoCAD SHX Text 05/18/2023

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REPLACE ROOF BLDG 12,13,21,26 & 32

REPLACE ROOF ADD ALTS

504-24-110; Replace Roofs Building 12, 13, 21, 26, & 32 - Cover

Sheets and Views

BLDG 4 Roof-504-24-110 BLDG 12 13 21 26 32 ROOF CS

504-24-110; Replace Roofs Building 12, 13, 21, 26, & 32 - 2 Roof

Sheets and Views

BLDG 4 Roof-504-24-110 BLDG 12 13 21 26 32 ROOF (3)

504-24-110; Replace Roofs Building 12, 13, 21, 26, & 32 - ADDALT

Sheets and Views

BLDG 4 Roof-504-24-110 BLDG 12 13 21 26 32 ROOF (2)

File details come from the government source that posted it. Updated Aug 23, 2023.