Drawings - 504-22-106.pdf

PDF 1 MB Posted Apr 26, 2022

Attached to: Y1DA--Copy of 504-22-106 Replace Roof, Building 11, 14 & 19 (VA-22-00011814)
Solicitation number: 36C25722B0019
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for a federal contract opportunity to replace roofs on three buildings at the Amarillo VA Medical Center in Texas. Key details include replacing Spanish clay tile and standing seam metal roofs on Buildings 11, 14 and 19; replacing built-up and single-ply membrane roofs; installing new fully adhered thermoplastic polyolefin roofing system; repairing gutters, downspouts, flashing and wall repairs; and ensuring work meets OSHA, state, and VA safety standards. The solicitation is for a 100% SDVOSB set-aside with a magnitude between $250,000 and $500,000 to be issued on or around April 14, 2022 by the Department of Veterans Affairs Veterans Health Administration VISN 17. Offerors must be verified as an SDVOSB by CVE prior to proposal submission.

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Other files

File	Type	Posted
36C25722B0019 0001.docx	DOCX document	May 19, 2022
504-22-106 Pre-Bid Sign-in Sheet.pdf	PDF	May 19, 2022
36C25722B0019.docx	DOCX document	Apr 26, 2022
SELF-PERFORMED CALCULATIONS 9-5-2019.docx	DOCX document	Apr 26, 2022
SPECS - 504-22-106 Construction.pdf	PDF	Apr 26, 2022

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DEPARTMENT OF VETERANS AFFAIRS

AMARILLO VA HEALTH CARE SYSTEM

6010 AMARILLO BLVD WEST

AMARILLO, TX 79106

REPLACE ROOF

BUILDING 11, 14, 19

504-22-106

BUILDING 11

BUILDING 19

BUILDING 14

GENERAL NOTES

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.

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. STONE BALLASTED E.P.D.M. ROOF TO BE REPLACED WITH FULLY ADHERED T.P.O. ROOFING SYSTEM.

16. PITCHED ROOFS SHALL HAVE DECKING FULLY INSPECTED FOR WATER DAMAGE. DAMAGED DECKING TO

BE REPLACED. INSTALL NEW UNDERLAYMENT INSTALLED

17. ALL GUTTER, DOWNSPOUT, ROOF LADDER SHALL BE FULLY REFURBISHED.

18. ALL GUTTER, DOWNSPOUT, PEAKED ROOFS AND FLAT ROOFS SHALL BE WATER TESTED TO VERIFY NO LEAKS OCCUR IN ACCORDANCE TO ASTM D5957-98(2013) STANDARD GUIDE FOR FLOOD TESTING

HORIZONTAL WATERPROOFING INSTALLATIONS.

19. ALL GUTTER, DOWNSPOUT, PEAKED ROOFS AND FLAT ROOFS SHALL BE TESTED FOR CONTINUOUS WATER

FLOW.

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

AutoCAD SHX Text

ENGINEERING

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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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LOT J

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LOT J

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HBPC

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AutoCAD SHX Text (N 44%%D16'13" W 496.56')

AutoCAD SHX Text Tank

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FUEL TANKS

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LOT K

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HAZ

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FISCAL/

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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 Date

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AutoCAD SHX Text Approved: Service Director

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DRAWING NO.

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AMARILLO, TEXAS

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AutoCAD SHX Text R11-1

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S HOBBS

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AutoCAD SHX Text 504-22-106

AutoCAD SHX Text 09/30/2021

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REPLACE ROOF BUILDING 11, 14, 19

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COVER SHEET

DIRECTIONAL SLOPE DRAIN DRAIN W/ OVERFLOW

SLOPE EXISTING DOWNSPOUT

CONDENSATE LINE GUTTER

KEY NOTE REFERENCE NEW T.P.O. WALK PADS

LEGEND

2 BUILDING 19 ROOF

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

3 BUILDING 11 ROOF

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

5 BUILDING 14 ROOF

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

UNK3

1 BUILDING 11 VERTICAL ELEVATIONS

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

4 NEW LADDER

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

5A BUILDING 14 GUTTER SIDE

NTS

5B BUILDING 14 GUTTER SIDE

5A 5D

5B 5C

11 11 11

11 11

1 1

NTS

5C BUILDING 14 GUTTER SIDE

NTS

5D BUILDING 14 GUTTER SIDE

NTS

2A BUILDING 14 GUTTER SIDE

NTS

2C BUILDING 14 GUTTER SIDE

NTS

2D BUILDING 14 GUTTER SIDE

NTS

BLDG 14 GUTTER INSTALL DETAIL

3" = 1'-0"

CB D

A CLAY / CONCRETE SPANISH TILE

B BLDG 14 EXTERIOR BRICK WALLS

C GAP IN WALL(MAY NOT BE FILLED)

D COPPER GUTTER

E 2" WOOD

F DECORATIVE WOOD TRIM5C

B3 B2 B1 B4

1. BUILDING 19 PEAKED ROOF APPROXIMATE BASE AREAS OF 2,375 SQ.FT. WITH SLOPE 7-12. REPLACE WITH SPANISH CLAY/CEMENT TILE OF SAME COLORATION AND PATTERN TO MATCH EXISTING. ONLY TILES IN NEW OR EXCELLENT CONDITION MAY BE REUSED. DECKING TO BE INSPECTED AND REPLACED IF

DAMAGED. INSTALL NEW UNDERLAYMENT.

2. BUILDING 14 PEAKED ROOF APPROXIMATE BASE AREAS OF 2,710 SQ.FT. WITH SLOPE 7-12. REPLACE WITH SPANISH CLAY/CEMENT TILE OF SAME COLORATION AND PATTERN TO MATCH EXISTING. ONLY TILES IN NEW OR EXCELLENT CONDITION MAY BE REUSED. DECKING TO BE INSPECTED AND REPLACED IF

DAMAGED. INSTALL NEW UNDERLAYMENT. INSTALL NEW INSULATION.

3. BUILDING 11 STEEL DECK FLAT ROOF, APPROXIMATE TOTAL 1,475 SQ.FT. TO BUILD UP NEW FULLY ADHERED T.P.O ROOF ALONG EXISTING BUILT IN SLOPE. BUILD UP T.P.O. IN TRENCH WITH NEW SLOPE FOR WATER TO BE GUIDED TO DRAINS. INSTALL NEW COPPER FLASHING OVER TERMINATIONS FOR

PARAPET WALLS.

4. BUILDING 11 ROCK BALLASTED E.P.D.M. FLAT ROOF, APPROXIMATE TOTAL 4,150 SQ.FT. TO BE REPLACED DOWN TO CONCRETE DECK WITH NEW SLOPED FULLY ADHERED T.P.O. SLOPE TO GUIDE WATER TO

SCUPPER DRAINS. T.P.O. TO RUN UP WALL, TERMINATED AND SEALED UNDER CAST STONE.

5. BUILDING 11 LOWER FLAT ROOF, APPROXIMATE TOTAL 450 SQ.FT. TO BE REPLACED DOWN TO DECK WITH NEW SLOPED FULLY ADHERED T.P.O. SLOPE TO GUIDE WATER TO SCUPPER DRAINS. T.P.O. TO RUN UP

WALL, TERMINATED AND SEALED UNDER CAST STONE WITH NEW COPPER FLASHING.

6. BUILDING 11 CORRIDOR FLAT ROOF, APPROXIMATE TOTAL 450 SQ.FT. TO BE REPLACED, BUILT UP FROM EXISTING DECK TO SLOPE AND DRAIN WATER INTO GUTTER. HIGHER SIDE TO HAVE NEW COPPER

FLASHING.

7. BUILDING 11 CORRIDOR FLAT ROOF, APPROXIMATE TOTAL 80 SQ.FT. TO BE REPLACED, BUILT UP FROM

EXISTING DECK TO SLOPE AND DRAIN WATER INTO GUTTER.

8. CLEAN, SEAL AND SECURE COPING STONES AND TRIM TO MINIMIZE POSSIBLE WATER INTRUSION.

EXPOSED STONE TO BE SEALED, SURROUNDING EIFS/STUCCO WALLS TO BE REPAIRED AND SEALED. ALL

HOLES ARE TO BE FILLED FOR WATER TIGHTNESS.

9. ANY HOLES FOUND UNDERNEATH EXISTING E.P.D.M. ON DECK TO BE PATCHED AND SEALED IN

ACCORDANCE TO INDUSTRY STANDARDS WITH CONCRETE.

10. ALL GUTTERS ARE TO BE CLEANED, AND REPAIRED (OR REPLACED IF UNREPAIRABLE) WITH FLOW REDIRECTED IN ORDER TO GIVE FLOW OF RAIN WATER. COPPER GUTTERS REPLACED SHALL BE TURNED OVER TO THE GOVERNMENT AND REPLACED TO MATCH EXISTING COLOR AND PATTERED (HISTORICAL).

ALL GUTTERS SHALL BE CAULKED AND SEALED OR WELDED AT GUTTER JOINTS. CONTRACTOR TO VERIFY

EXISTING JOINTS.

11. ALL DOWNSPOUTS ARE TO BE CLEANED, AND REPAIRED (OR REPLACED IF UNREPAIRABLE) WITH FLOW

UNINTERRUPTED IN ORDER TO GIVE CONTINUOUS FLOW OF RAIN WATER. COPPER DOWNSPOUTS

REPLACED SHALL BE TURNED OVER TO THE GOVERNMENT AND REPLACED TO MATCH EXISTING COLOR

AND PATTERED (HISTORICAL). SCUPPER TO DOWNSPOUT TO BE REPLACED WITH T.P.O.

12. ANY HOLES OR POOR STUCCO DUE TO AGE OR HAIL DAMAGE TO BE PATCHED TO MATCHED EXISTING.

13. PRIME AND PAINT EXISTING STEEL LADDER. COLOR TO MATCH EXISTING GUTTERS. INSTALL ANTI SLIP

GRIPS TO ALL LADDER RUNGS.

14. INSTALL NEW STEEL LADDER WITH WALK THROUGH HANDRAIL FIXED ACCESS. COLOR TO MATCH

EXISTING GUTTERS. INSTALL ANTI SLIP GRIPS TO ALL LADDER RUNGS.

15. PRIME AND PAINT EXISTING ROOF ACCESS HATCH. COLOR TO MATCH EXISTING GUTTERS. INSTALL NEW

WEATHER PROOFING. ROOF ACCESS TO BE WATER TIGHT.

16. T.P.O. WALKPADS TO BE INSTALLED PER INDUSTRY AND WARRANTY STANDARDS.

17. ALL LINES ON ROOF TO HAVE FIXED OR ADJUSTABLE INDUSTRY STANDARD SUPPORT BLOK. REMOVE AND

REPLACE ALL NON-COMFORMING SUPPORT BLOCKS.

18. EXTEND STEAM DRIP LINE TO RELEASE CONDENSATE TOWARD GUTTER OVER PITCHED ROOF LINE OR

WHERE NEEDED TO MEET CODE. SEND CODE COMPLIANCY TO COR IN RFI FORMAT.

19. ALL PLUMBING VENT BOOTS TO BE REPLACED WITH NEW. INSTALL VENT CAPS TO BLOCK RAIN WATER

FROM ENTERING.

20. ALL DRAINS TO BE REPLACED WITH NEW T.P.O. STYLE DRAIN WHERE T.P.O. IS TO BE INSTALLED. ALL DRAINS ARE TO ALSO BE SNAKED AND FREE OF DEBRIS AND PROTECTED FROM DEBRIS IN THE COURSE OF

THE PROJECT.

21. EXPANSION JOINTS MUST BE PROPERLY COVERED PER CODE FOR FLAT ROOFS WITH PROPER FLASHING.

22. REPAIR EXTERIOR BRICK WALL.

KEY NOTES

9 8 8 8

8 8

17 19

22 19

19 19

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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 F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text one inch = one foot

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

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text Date

AutoCAD SHX Text Revisions

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Approved: Division Chief

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AutoCAD SHX Text Project Title

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DRAWING NO.

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AMARILLO, TEXAS

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AutoCAD SHX Text R11-2

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S HOBBS

AutoCAD SHX Text 11, 14, 19

AutoCAD SHX Text 504-22-106

AutoCAD SHX Text 09/30/2021

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REPLACE ROOF BUILDING 11, 14 & 19

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REPLACE ROOF BUILDING 11, 14 & 19

BLDG 11,14,19 Roof CS

Sheets and Views

BLDG 4 Roof-504-22-106 BLDG 111419 ROOF CS

BLDG 11,14,19 Roof N

Sheets and Views

BLDG 4 Roof-504-22-106 Replace Roof BLDG 111419

File details come from the government source that posted it. Updated Apr 26, 2022.