504-22-105 Drawing.pdf
PDF 14 MB Posted
- Solicitation number
- 36C25722B0018
About this file
This document outlines a federal contract opportunity for roof replacement services. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17 is soliciting proposals under solicitation number 36C25722B0018 to replace the roof of Building 7 at an unspecified VA medical center. Contractors should submit proposals to replace the existing roof as described in the Statement of Work and Drawing.pdf file referenced in the opportunity. The work must be completed by the end of the 2022 fiscal year. Minority, veteran, and women-owned small businesses are encouraged to apply. The award date and other contractual terms are not specified in this document.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25722B0018 0001.docx | DOCX document | |
| S02 - 504-22-105 SPECS - Roof Bldg. 7.pdf | ||
| SELF-PERFORMED CALCULATIONS 9-5-2019.docx | DOCX document | |
| 36C25722B0018_1.docx | DOCX document |
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Text version
DEPARTMENT OF VETERANS AFFAIRS
AMARILLO VA HEALTH CARE SYSTEM
6010 AMARILLO BLVD WEST
AMARILLO, TX 79106
REPLACE ROOF BUILDING 7
504-22-105
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OI&T
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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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S HOBBS
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REPLACE ROOF BUILDING 7
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COVER SHEET
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.
GENERAL NOTES
1. PEAKED ROOF APPROXIMATE BASE AREA OF 2,515 SQ.FT. WITH SLOPE 6-12, INCLUDING FOUR DORMER ROOFS. SPANISH CLAY OR CEMENT TILE OF SAME COLORATION AND PATTERN TO MATCH EXISTING.
ONLY TILES IN NEW OR EXCELLENT CONDITION MAY BE REUSED. DECKING TO BE COMPLETELY INSPECTED
AND REPLACED IF DAMAGED, REPLACE UNDERLAYMENT.
2. DORMER WALLS AND FRONT TO BE PAINTED EXISTING OR LIKE COLOR APPROVED BY VA.
3. PEAKED ROOF APPROXIMATE BASE AREAS OF 120 SQ.FT. WITH SLOPE 6-12 (TO BE VERIFIED). SPANISH CLAY OR 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, REPLACE UNDERLAYMENT.
4. FLAT ROOF, INCLUDES TWO AREAS, APPROXIMATE TOTAL 600 SQ.FT. (300 SQ FT EACH) TO BE REPLACED DOWN TO DECK WITH NEW SLOPED FULLY ADHERED T.P.O. SLOPE TO GUIDE WATER TO DRAINS.
5. 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.
6. ANY HOLES FOUND UNDERNEATH EXISTING E.P.D.M. TO BE PATCHED AND SEALED IN ACCORDANCE TO
INDUSTRY STANDARDS WITH CONCRETE.
7. 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).
8. ALL SURROUNDING GUTTERS SHALL BE CAULKED AND SEALED OR WELDED AT GUTTER JOINTS.
CONTRACTOR TO VERIFY EXISTING JOINTS.
9. 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).
10. SCUPPERS TO BE REPLACED WITH T.P.O. WITH FLOW OF WATER ABLE TO EASILY FLOW THROUGH
WITHOUT BECOMING CLOGGED.
11. ANY HOLES OR POOR STUCCO DUE TO AGE OR HAIL DAMAGE TO BE PATCHED TO MATCHED EXISTING.
12. PRIME AND PAINT STEEL LADDER. COLOR TO MATCH EXISTING GUTTERS.
13. INSTALL ANTI SLIP GRIPS TO ALL LADDER RUNGS.
14. T.P.O. WALKPADS TO BE INSTALLED PER INDUSTRY AND WARRANTY STANDARDS.
15. PAINT GUARDRAILS AND HANDRAILS ON STAIRWELL FROM BASEMENT.
16. REPAIR CRACK IN STUCCO AT PORCH NEAR THE LADDER ACCESS.
KEY NOTES
DIRECTIONAL SLOPE DRAIN (WEEP HOLE)
SLOPE EXISTING DOWNSPOUT
LADDER GUTTER
KEY NOTE REFERENCE NEW E.P.D.M. WALK PADS
LEGEND
1 BUILDING 7 OI&T ROOF
0'-1/8" = 1'-0"
9 9
54 6 14
2 BUILDING 7 ROOF ELEVATION & MEASURMENTS
NTS
3 BUILDING 7 DORMER
NTS
1154 6 1411
12 13
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U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285
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DRAWING NO.
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AMARILLO, TEXAS
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S HOBBS
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REPLACE ROOF BUILDING 7
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REPLACE ROOF BUILDING 7
| BLDG 7 Roof CS |
| Sheets and Views |
| BLDG 4 Roof-504-22-105 BLDG 7 ROOF CS |
| BLDG 7 Roof N |
| Sheets and Views |
| BLDG 4 Roof-504-22-105 Replace Roof BLDG 7 |
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