Attachment 2 504-26-116 CAD Replace and Correct Building 46 Roof.pdf
PDF 2 MB Posted
- Solicitation number
- 36C25726R0054
About this file
This document is a set of construction drawings for a roof replacement project at the Amarillo VA Healthcare System, specifically for Building 46. The project involves comprehensive roof renovation, including removing and replacing Spanish clay tile, EPDM roof system, walking mats, vents, roof drains, and overflow drains. Key specifications include installing a new fully adhered TPO roofing system, replacing copper flashing, and ensuring proper water testing and drainage.
The project requires strict adherence to OSHA regulations, Texas state law, and VA safety guidelines. Contractors must comply with Davis-Bacon wage rates for Potter County, provide temporary traffic control, notify engineering at least ten business days before lane closures, and take precautions to protect surrounding landscaping and infrastructure. Additional requirements include daily debris removal, protecting air inlets, testing all gutters and downspouts for water flow, and bringing lightning protection up to current code. The project drawings include detailed plans for Building 46's lower and upper level layouts, roof configurations, and elevation views, with work to be completed according to industry standards and VA specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25726R0054 0004.docx | DOCX document | |
| S02 Attachment 1 CAD Drawings.pdf | ||
| S02 Attachment 2 Cage and Hoist.pdf | ||
| 36C25726R0054 0003.docx | DOCX document | |
| 36C25726R0054 0002.docx | DOCX document | |
| Attachment 2 Price Breakout-26R0054.xlsx | XLSX spreadsheet | |
| Attachment 1 Revised CAD Drawings Buildings 34 and 46.pdf | ||
| 36C25726R0054 0001.docx | DOCX document | |
| Attachment 3 Site visit Sign In Sheet 1.20.26.pdf | ||
| Attachment 3 504-26-116 ICRA B46 Roof.pdf | ||
| Attachment 4 Price Breakout-26R0054.xlsx | XLSX spreadsheet | |
| Attachment 1 504-26-116 SPECS Replace and Correct Building.pdf | ||
| 36C25726R0054_1.docx | DOCX document |
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Text version
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S.W. 9TH AVENUE
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OI&T
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U.S. HIGHWAY 66
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WAREHOUSE
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S 89%%D47'OO" E 1947.94'
AutoCAD SHX Text L = 908.08'
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HERNDON
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E. WALKER
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N. EDMAN
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W. EDMAN
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HAS
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S. EDMAN
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WAREHOUSE
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SMOKING SHELTER
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HAZ
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(AMARILLO BLVD.)
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AREA OF WORK
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BUILDING 46
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BUILDING 46
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BUILDING 34
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AREA OF WORK
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BUILDING 34
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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
AutoCAD SHX Text A-100
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SB
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AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
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REPLACE BUILDING 46 ROOF
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COVER SHEET
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AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
504-26-116
A A102
B A103
D A104
TYP.
E A104
C A103
BUILDING 46
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.
21. DEMO ALL ROOF DRAINS AND OVERFLOW DRAIN AND REPLACE WITH NEW.
22. DEMO ALL VENTS AND REPLACE WITH NEW WITH CAPS.
23. DEMO ALL WALKING MATS AND REPLACE WITH NEW .
GENERAL NOTES
1. SPANISH CLAY TILE.
2. EPDM ROOF SYSTEM.
3. WALKING MATS.
4. UNIT FAN.
5. UNIT.
6. HATCH.
7. VENT.
KEYED NOTES
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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
AutoCAD SHX Text A-102
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SB
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AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
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REPLACE BUILDING 46 ROOF
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PLAN VIEW
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AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
ELEVATION PLANA NTS
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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SB
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AutoCAD SHX Text 504-25-105
AutoCAD SHX Text 9/22/2025
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REPLACE BUILDING 44 ROOF
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ELEVATION VIEW
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AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
EXISTING/DEMO CONDITION & CONSTRUCTIONB
REMOVE AND REPLACE WITH NEW
CONCRETE ROOFING TILES.
REMOVE AND REPLACE ROOF MEMBRANE
AND INSTALL NEW UNDERLAYMENT AND RAISED
BATONS.
REMOVE AND REPLACE
16 OZ COPPER FLASHING
REMOVE AND REPLACE WITH NEW
COOPER FLASHING.
REMOVE AND REPLACE WITH NEW
FULLY ADHERED T.P.O SYSTEM.
REMOVE AND REPLACE TAPERED
INSULATION WITH NEW FULLY ADHERED T.P.O
SYSTEM.
RADIUS AT CORNER TYP.
EXISTING/DEMO CONDITION & CONSTRUCTIONC
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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
AutoCAD SHX Text A-103
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SB
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AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
AutoCAD SHX Text
REPLACE BUILDING 46 ROOF
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DEMO/CONSTRUCTION
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AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
PLUMBING VENT STACK OR
ELECTRICAL CONDUIT
REMOVE POLY-ISO
ROOF DECK
EXISTING/DEMO CONDITION & CONSTRUCTIONE NTS
REMOVE SEALANT
REMOVE DRAWBAND
REMOVE BASE MEMBRANE ATTACHMENT
REMOVE THERMOPLASTIC ROOF MEMBRANE
ROOF DECK
EXISTING/DEMO CONDITION & CONSTRUCTIOND NTS
REMOVE POLY -ISO
BOARD
REMOVE THERMOPLASTIC
ROOF MEMBRANE
REMOVE DRAIN STRAINER
ROOF DECK
REMOVE CLAMPING RING
REMOVE THERMOPLASTIC
MEMBRANE
DRAIN BOWL
INSTALL COMPATIBLE SEALANT
BETWEEN DRAIN BOWL FLANGE AND
ROOF MEMBRANE
REMOVE SUMP
FORMED WITH
TAPERED
INSULATION
DECK CLAMP
NOTE: ALL REMOVE WILL BE REPLACE WITH
NEW FULLY ADHERED TPO ROOFING SYSTEM.
NOTE: ALL REMOVE WILL BE REPLACE WITH
NEW FULLY ADHERED TPO ROOFING SYSTEM.
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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 Approved: Service Director
AutoCAD SHX Text Approved: Division Chief
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AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Title
AutoCAD SHX Text Dwg. Of
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AutoCAD SHX Text Project No.
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DRAWING NO.
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AMARILLO, TEXAS
AutoCAD SHX Text A-104
AutoCAD SHX Text
SB
AutoCAD SHX Text
AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
AutoCAD SHX Text
REPLACE ROOF BUILDING 44
AutoCAD SHX Text
DEMO/CONSTRUCTION
AutoCAD SHX Text
AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
INSTALL NEW CHANNEL DRAIN
SYSTEM IN EXISTING SLAB
AND MATCH EXISTING
CONCRETE.
BUILDING 46 LOWER LEVEL LAYOUT.INSTALL NEW CHANNEL DRAIN
SYSTEM IN EXISTING SLAB
AND MATCH EXISTING
CONCRETE.
INSTALL NEW CHANNEL DRAIN
SYSTEM IN EXISTING SLAB
AND MATCH EXISTING
CONCRETE.
INSTALL NEW CHANNEL DRAIN
SYSTEM IN EXISTING SLAB
AND MATCH EXISTING
CONCRETE.
INSTALL NEW CHANNEL DRAIN
SYSTEM IN EXISTING SLAB
AND MATCH EXISTING
CONCRETE.
NOTE:
CHANNEL DRAIN SYSTEM MUST 12" WIDE AND
SLOPE 0.5" PER 12".
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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 one-eighth inch = one foot
AutoCAD SHX Text Date
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AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Service Director
AutoCAD SHX Text Approved: Division Chief
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DRAWING NO.
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AMARILLO, TEXAS
AutoCAD SHX Text A-105
AutoCAD SHX Text
SB
AutoCAD SHX Text
AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
AutoCAD SHX Text
REPLACE BUILDING 46 ROOF
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
REMOVE AND REPLACE WITH NEW
GRAY T.P.O.
REMOVE AND REPLACE WITH NEW
GRAY T.P.O. AND WALK PADS.
BUILDING 46 UPPER LEVEL LAYOUT.
INSTALL NEW CHANNEL DRAIN
SYSTEM IN EXISTING SLAB
AND MATCH EXISTING
CONCRETE.
INSTALL NEW CHANNEL DRAIN
SYSTEM IN EXISTING SLAB
AND MATCH EXISTING
CONCRETE.
NOTE:
CHANNEL DRAIN SYSTEM MUST 12" WIDE AND
SLOPE 0.5" PER 12".
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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
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
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
AutoCAD SHX Text Location
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Title
AutoCAD SHX Text Dwg. Of
AutoCAD SHX Text Date
AutoCAD SHX Text Project No.
AutoCAD SHX Text
DRAWING NO.
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AMARILLO, TEXAS
AutoCAD SHX Text A-106
AutoCAD SHX Text
SB
AutoCAD SHX Text
AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
AutoCAD SHX Text
REPLACE BUILDING 46 ROOF
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
H A107
F A106
G A106
5 5
BUILDING 34
ROOF DECK (REPLACE AS NEEDED
ALLOCATE 30% IF CHANGE.)
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.
21. DEMO ALL ROOF DRAINS AND OVERFLOW DRAIN AND REPLACE WITH NEW.
22. DEMO ALL VENTS AND REPLACE WITH NEW WITH CAPS.
23. DEMO ALL WALKING MATS AND REPLACE WITH NEW .
GENERAL NOTES
1. SPANISH CLAY TILE.
2. EPDM ROOF SYSTEM.
3. WALKING MATS.
4. UNIT FAN.
5. UNIT.
6. HATCH.
7. VENT.
8. SHINGLES.
KEYED NOTES
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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
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
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
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DRAWING NO.
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AMARILLO, TEXAS
AutoCAD SHX Text A-107
AutoCAD SHX Text
SB
AutoCAD SHX Text
AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
AutoCAD SHX Text
REPLACE BUILDING 46 ROOF
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
93'-0"
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U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285
AutoCAD SHX Text
VA FORM 08-6231, FEB. 1983
AutoCAD SHX Text B
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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
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
AutoCAD SHX Text Location
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Title
AutoCAD SHX Text Dwg. Of
AutoCAD SHX Text Date
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DRAWING NO.
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AMARILLO, TEXAS
AutoCAD SHX Text A-108
AutoCAD SHX Text
SB
AutoCAD SHX Text
AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
AutoCAD SHX Text
REPLACE BUILDING 46 ROOF
AutoCAD SHX Text
ELEATION PLAN
AutoCAD SHX Text
AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
24'-11"
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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
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
AutoCAD SHX Text Drawn
AutoCAD SHX Text Checked
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AutoCAD SHX Text Building Number
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DRAWING NO.
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AMARILLO, TEXAS
AutoCAD SHX Text A-109
AutoCAD SHX Text
SB
AutoCAD SHX Text
AutoCAD SHX Text 504-26-116
AutoCAD SHX Text 09/22/2025
AutoCAD SHX Text
REPLACE BUILDING 46 ROOF
AutoCAD SHX Text
ELEVATION PLAN
AutoCAD SHX Text
AMARILLO VA HEALTHCARE SYSTEM
AutoCAD SHX Text Replace and Correct Building 46 Roof
| Sheets and Views |
| 504-26-116 Replace and Correct Building 46 Roof-A-100 |
| 504-26-116 Replace and Correct Building 46 Roof-A-101 |
| 504-26-116 Replace and Correct Building 46 Roof-A-102 |
| 504-26-116 Replace and Correct Building 46 Roof-A-103 |
| 504-26-116 Replace and Correct Building 46 Roof-A-104 |
| 504-26-116 Replace and Correct Building 46 Roof-A-105 |
| 504-26-116 Replace and Correct Building 46 Roof-A-106 |
| 504-26-116 Replace and Correct Building 46 Roof-A-107 |
| 504-26-116 Replace and Correct Building 46 Roof-A-108 |
| 504-26-116 Replace and Correct Building 46 Roof-A-109 |
File details come from the government source that posted it. Updated .