Drawings 621-23-106 Restore Exteriors for Quarters Buildings 262023.pdf

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Z2AA--621-23-106 - Restore Exteriors of Historical Quarters
Solicitation number
36C24923B0007
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This solicitation is for restoration work on five historical quarters buildings located at the James H. Quillen VA Medical Center in Mountain Home, Tennessee. The scope of work includes replacing wood, installing water barriers and gutters, tuckpointing and repairing brick, and conducting roof repairs. The period of performance is 400 calendar days. Interested offerors must have experience performing renovations on historical buildings and coordinating with State Historical Protection Offices. The contractor will be required to submit schedules, samples, and documentation for on-site work that could impact the occupied hospital. Work is to be performed during normal business hours on weekdays with approval needed for after-hours activities. The contractor must follow all VA security, parking and traffic regulations while performing work on the medical center campus.

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Location:

Site:

Drawn:

Project Title:

Checked: Approved:

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Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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NTS

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COVER SHEET AND INDEX SHEET

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RESTORE EXTERIORS FOR QUARTERS BUILDINGS

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JANUARY 31, 2023

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NJH

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SHEET INDEX

G-001 COVERSHEET AND INDEX SHEET

G-002 GENERAL PROJECT NOTES AND REFERENCES

G-003 SITE AND STAGING PLAN

A-001 BLDG 15 EXTERIOR ORIGINAL DRAWING SCANS

A-002 BLDG 15 EXTERIOR FRONT DETAILS

A-003 BLDG 15 EXTERIOR LEFT DETAILS

A-004 BLDG 15 EXTERIOR REAR DETAILS

A-005 BLDG 15 EXTERIOR RIGHT DETAILS

A-006 BLDG 45 EXTERIOR ORIGINAL DRAWING SCANS

A-007 BLDG 45 EXTERIOR FRONT DETAILS

A-008 BLDG 45 EXTERIOR LEFT DETAILS

A-009 BLDG 45 EXTERIOR REAR DETAILS

A-010 BLDG 45 EXTERIOR RIGHT DETAILS

A-011 BLDG 46 EXTERIOR ORIGINAL DRAWING SCANS

A-012 BLDG 46 EXTERIOR FRONT DETAILS

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A-016 BLDG 47 EXTERIOR ORIGINAL DRAWING SCANS

A-017 BLDG 47 EXTERIOR FRONT DETAILS

A-018 BLDG 47 EXTERIOR LEFT DETAILS

A-019 BLDG 47 EXTERIOR REAR DETAILS

A-020 BLDG 47 EXTERIOR RIGHT DETAILS

A-021 SITE DETAILS

A-022 ROOF AND COLUMN DETAILS

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JAMES H. QUILLEN VA MEDICAL CENTER

RESTORE EXTERIORS FOR QUARTERS BUILDINGS

PROJECT# 621-23-106

DEPARTMENT OF VETERANS AFFAIRS

MOUNTAIN HOME, TENNESSEE 37604

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PROJECT SITE

Drawn:

Project Title:

Checked: Approved:

Project No.

Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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GENERAL PROJECT NOTES AND REFERENCES

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JANUARY 31, 2023

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RESTORE EXTERIORS FOR QUARTERS BUILDINGS

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GENERAL NOTES - EXISTING FACILITIES

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE COR.

2. THE GERNAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN AND EXISTING ITEMS TO BE REMOVED AND REINSTALLED DURING DEMOLITION AND CONSTRUCTION.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

4. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH COR. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE COR'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE COR.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE VA'S AREAS ADJACENT TO CONSTRUCTION OR AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY.

6. THE GENERAL CONTRACTOR SHALL MAINTAIN THE BUILDINGS IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

8. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.

9. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE COR FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

10. REMOVAL OF A PARTICULAR ITEM SHALL INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES.

11. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

12. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THEN THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

13. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMODATE THE NEW MATERIALS.

14. FIELD VERIFY SIZES AND DIMENSIONS OF EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION OF PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

15. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFED TO ACHIEVE THE PROPER FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

16. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

17. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING NEW MATERIAL.

GENERAL NOTES - DEMOLITION

1. ALL PLANS SHALL BE IN ACCORDANCE WITH CURRENT VA AND APPLICABLE TENNESSEE DEPARTMENT OF TRANSPORTATION STANDARDS.

2. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATION.

3. CONTRACTOR TO REMOVE/TRIM TREES ADN CLEAR AREAS AS NECESSARY TO COMPLETE ALL SITE WORK INCLUDIGN GRDING AND UTILITY WORK.

4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMIAN IN PLACE AGAINST UNNECESSARY CUTTING. BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUSHING OF BARK, SMOTHERING OF TREES BY STOCKPILING OF CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING.

5. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY THE VETERANS ADMINISTRATION AND THE TENNESSEE EPA.

6. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING THOSE LABELED PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING ACTIVITIES. INFORM THE COR AND CO OF ANY CONFLICT DETRIMENTAL TO THE DESIGN INTENT.

7. FORTY-EIGHT HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES: TENNESSEE 811 AND ALL OTHER AGENCIES WHICH MAY HAVE UNDERGROUND UTILITIES INVOVLING THIS PROJECT AND ARE NON-MEMBER OF TENNESSEE 811.

8. IF NECESSARY, SAWCUT EXISTING CONCRETE IN NEAT, STRAIGHT LINES TO CREATE A CLEAN JOINT.

9. CONTRACTOR TO GRADE LAWN AREAS TO DRAIN AWAY FROM BUILDING.

10. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND ARE TO FINAL GRADE AND ARE TO REMAIN SO SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN ACCORDANCE WITH THE SPECIFICATIONS.

11. REFER TO THE SPECIFICATIONS AND PROVIDED ASBESTOS AND LEAD-BASED PAINT REPORTS PROVIDED IN ORDER TO ASSESS REQUIREMENTS FOR ABATEMENT.

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BUILDING CODE SUMMARY

APPLICABLE CODES AND STANDARDS

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2021 NFPA 101 LIFE SAFETY CODE

2006 ABA ACCESSIBILITY STANDARDS FOR FEDERAL FACILITIES

SYMBOLS

GENERAL NOTES - NEW WORK

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER'S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORSEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED IN WRITING TO THE COR AND CO PRIOR TO PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE COR IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER'S INSTRUCITONS.

6. ALL THE MATERIASL USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONSTRACTOR IS REQUIRED TO NOTIFY THE COR TO OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECLTY ONTO TRUCKS OR INTO DUMPSTER FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXITS, OR INTERFERE WITH ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

11. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION AS NEEDED. COORDINATE AND PROVIDE ALL OPENINGS. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONSTRACTORS PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

13. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

14. THE CONTRACTOR SHALL PROVIDE TERMITE INSPECTION AND PROTECTION.

15. THE BUILDING WILL REMAIN UNOCCUPIED DURING CONSTRUCTION. NEIGHBORING BUILDINGS AND PARKING AREAS WILL REMAIN OCCUPIED DURING CONSTRUCTION.

16. ALL PROPOSED STORM SEWER, SURFACE, AND OTHER DRAINAGE FACILITIES ARE TO BE PRIVATE AND MAINTAINED BY OWNER. ALL STORM STRUCTURES ARE TO BE IN ACCORDANCE WITH TENNESSEE DOT STANDARDS UNLESS OTHERWISE NOTED. FOR EXACT LOCATIONS OF DOWN SPOUTS AND ROOF DRAINS COORDINATE WITH ARCHITECTURAL DRAWINGS. PLUMBING DRAWINGS AVAILABLE UPON REQUEST. ALL ROOF DRAINS, DOWNSPOUT AND STORM SEWER LINES TO BE 6" PVC PIPE AT A SLOPE OF 2.5% UNLESS OTHERWISE SPECIFIED.

17. CONTRACTOR SHALL PRESENT SHOP DRAWINGS FOR APPROVAL OF JOIST REPAIR; COLUMN AND RAILING REPLACEMENTS; DOWNSPOUT CONNECTIONS AND EXTENSIONS; ROOF DETAILS TO INCLUDE FLASHING, CRICKETS, AND GUTTER CONNECTIONS; AND, OTHER WORK AS DISCUSSED IN SPECIFICATION 01 33 23 AND/OR REQUEST BY COR.

18. NEW WORK TO MATCH EXISTING HISTORICAL LOOK OF WOOD SIDING, COLUMNS, GUTTERS, DOWNSPOUTS, STRAPS. AND ALL ASSOCIATED ACCESSORIES IN KIND (COLOR, SHAPE, PROFILE, TEXTURE, MATERIAL, ETC).

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X DETAIL/DRAWING NUMBER

XXXX SHEET LOCATION

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X X SILT FENCE

UNDERGROUND DISCHARGE OF DOWNSPOUT

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Drawn:

Project Title:

Checked: Approved:

Project No.

Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

NTS

SITE AND STAGING PLAN G-003

621-23-106

NJH

N/A

RESTORE EXTERIORS

FOR QUARTERS

BUILDINGS

N/A

GENERAL NOTES - SITE AND STAGING PLAN

1. PROJECT SHALL BE COMLETED IN PHASES AS INDICATED ON THIS

SHEET.

2. THE SITE IS BORDERED NORTH, EAST, AND WEST BY COMMERCIAL AND

EAST TENNESSEE STATE UNIVERSITY PROPERTIES.

3. THIS SITE IS LOCATED AROUND MATURE TREES AND EXISTING HISTORIC

FACILITIES THAT INCLUDE EXISTING BUILDINGS, PARKING, MEDICAL

CENTER, AND A CEMETARY.

4. CONTRACTOR CANNOT BLOCK ACCESS TO NEIGHBORING BUILDINGS,

ROADS, AND PARKING AREAS, INCLUDING CONEXES ADJACENT TO BLDG 15.

ANY TEMPORARY CLOSURES OR LIMITED ACCESS DUE TO DELIVERIES

MUST BE COORDINATED WITH THE COR AND INCLUDE TRAFFIC CONTROL

MEASURES.

5. POTENTIAL LAYDOWN AREA AS SHOWN TO BE FINALIZED PRIOR TO

PROJECT START DATE. LAYDOWN AREA PLAN AND ASSOCIATED

REQUIREMENTS, SUCH AS CONSTRUCTION FENCE, GRAVEL, AND SILT

FENCE IF NECESSARY, TO BE APPROVED BY COR.

EROSION AND SEDIMENT CONTROL PROGRAM

1. PRIOR TO THE REMOVAL OF TREES AND SHRUBS, INSTALLATION OF

SEDIMENT CONTROL MEASURES, TRENCHING, OR GRADING, THE

CONTRACTOR SHALL CALL FOR THE INSPECTION OF DIVISION OF WATER

RESOURCES OF THE TENNESSEE DEPARTMENT OF ENVIRONMENT AND

CONSERVATION (TDEC) PRIOR TO THE START OF ANY LAND DISTURBING

ACTIVITY. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS AND

ESTABLISH LIMITS OF DISTURBANCE (LOD).

2. CONTRACTOR MUST INSTALL TREE AND SHRUB PROTECTIONS PER

SPECITIFCATION 01 57 19. SEE SHEET A-021 FOR DETAILS. ANY TREES OR

SHRUBS THAT ARE DAMAGED OR REMOVED WILL BE REPLACED BY THE

CONTRACTOR. NOTE EXISTING TREES AND SHRUBS NOT SHOWN ON

DRAWING.

3. DURING ACTIVE CONSTRUCTION, CONTRACTOR SHALL INSTALL SILT

FENCE FIVE FEET FROM THE ACTIVE DIGGING AREA FOR GUTTER

DOWNSPOUTS AND EXTENSIONS OF DISCHARGES.

4. ALL MEASURES ARE TO BE INSPECTED AT THE END OF EACH DAY AND

AFTER EACH RAINFALL BY THE SUPERINTENDENT OR HIS REPRESENTATIVE.

ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END

OF THE DAY.

5. INSTALL SILT FENCE AND OTHER EROSION AND SEDIMENT CONTROL

MEASURES NEEDED TO PROTECT ROADS AND INLETS.

6. WHERE CONSTRUCTION VEHICLE ACCESS PAVED PUBLIC ACCESS

ROADS ON CAMPUS, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY

SHOVELING OR SWEEPING THEN TRANSPORTING TO A SEDIMENT CONTROL

DISPOSAL AREA. STREET WASHIGN SHALL BE ALLOWED ONLY AFTER

SEDIMENT IS REMOVED IN THIS MANNER.

7. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE

PROJECT SITE AS TO MINIMIZE THE CREATION AND DISPERSION OF DUST.

DUST CONTROL SHALL BE USED THROUGHOUT THE WORK AT THE SITE AS

PER THE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND

SEDIMENT CONTROL.

STAFF

PARKING

LOT

Phase 1

Phase 2

Phase 3

LEGEND

(PURPLE): STORM STEWER

(BLUE): WATER LINES

(YELLOW): GAS LINES

(RED): UNDERGROUND ELECTRICAL

(GREEN): SANITARY SEWER

Phase 4

East Tennessee State University Properties

East Tennessee State University Property

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PROPOSED

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Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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BLDG 15 EXTERIOR

ORIGINAL DRAWING SCANS

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Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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BLDG 15 EXTERIOR FRONT DETAILS

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RESTORE EXTERIORS FOR QUARTERS BUILDINGS

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KEY NOTES

1. PRESSURE WASH ROOF. CLEAN AND REMOVE PAINT FROM BRICK MASONRY FOUNDATION WALLS AND ALL OTHER AREAS TO RECEIVE PAINT.

2. TUCKPOINT AND REPAIR DAMAGE TO BRICK FOUNDATION AT ALL VISIBLE LOCATIONS AND AT ALL INTERIOR LOCATIONS WHERE WATER INFILTRATION HAS OCCURED (APPROXIMATELY 1,200 SF TUCKPOINTING OF THE BUILDING). PATCH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION IN KIND WHERE ALL CONSTRUCTION IS TO REMAIN - FIELD VERIFY EXTENT REQUIRED.

3. TUCKPOINT AND REPAIR DAMAGE TO FRONT BRICK STEPS AND CHIMNEY (150 SF TUCKPOINTING) - FIELD VERIFY EXTENT REQUIRED.

4. REMOVE AND REPLACE, WITH LIKE MATERIALS, ALL WOOD SIDING AND ALL DAMAGED, ROTTEN WOOD INCLUDING FRAMING AND TRIM AT WINDOWS & DOORS, AND HOUSE TRIM. REMOVE AND REINSTALL EXISTING SURFACE MOUNTED ELECTRICAL CIRCUITS INSIDE WALL CAVITY. REMOVE EXTERIOR SIGNAGE AND SECURE/PROTECT FOR REINSTALLATION. INSTALL MOISTURE BARRIER AND NEW WOOD (CYPRESS) SIDING. CLEAN AND REMOVE PAINT FROM WOOD, METAL, AND MASONRY THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

5. REMOVE BUILT UP ROOFING SYSTEM AND UNDERLYING DECKING ON SECOND STORY BALCONY/PORCH. REPLACE ALL ROTTEN JOISTS WITH SAME SIZE MATERIALS. REPAIR ALL DAMAGED JOISTS BY DOUBLE SISTERING WITH SAME SIZE MATERIALS. REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS. REPLACE DECKING WITH 3/4" TREATED PLYWOOD AND REROOF WITH TPO (APPROXIMATELY 550 SF). REMOVE BUILT UP ROOFING SYSTEM ON TOP FLAT ROOF AND REPLACE WITH TPO.

6. REPLACE WOOD GUARDRAIL, COLUMNS, AND COLUMN BASES ON SECOND STORY EXTERIOR BALCONY (APPROXIMATELY 100 LF). REPLACEMENTS SHALL MATCH EXISTING. PRIME AND APPLY TWO COATS OF PAINT.

7. REPLACE WOOD GUARDRAIL AND ALL DAMAGED, ROTTEN, UNMATCHED WOOD ON COLUMNS AND COLUMN BASES ON FRONT PORCH (APPROXIMATELY 150 LF). REPAIRS AND REPLACEMENTS SHALL MATCH EXISTING. CLEAN AND REMOVE PAINT FROM WOOD THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

8. REMOVE AND REPLACE DAMAGED AND ROTTEN WOOD JOISTS (APPROXIMATELY 40 LF OF THE BUILDING). REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS.

9. REMOVE EXISTING METAL GUTTERS AND REPLACE WITH COPPER GUTTERS (APPROXIMATELY 1,500 LF OF THE BUILDING). INSTALL GUTTER GUARDS. GUTTER GUARDS SHALL BE COMPATIBLE WITH COPPER GUTTERS. REMOVE SPLASHGUARDS. CONNECT DOWNSPOUTS TO 6" DIA. SCH. 80 PVC, MINIMUM LENGTH 25 FEET DEPENDING ON SLOPE. DAYLIGHT AND BEVEL OUTLET END TO MATCH GRADE. PATCH AND REPAIR PAVEMENT AS NECESSARY.

10. PREPARE, PRIME AND PAINT ( MINIMUM TWO COATS) ALL SURFACES, INCLUDING MASONRY, FRONT PORCH CEILING, EAVES AND EAVE JOISTS.

11. PROVIDE FINAL SMOOTH GRADE, MULCH, AND SEED ALL GRASSED AREAS DISTURBED BY WORK, INCLUDING INSTALLATION OF DRAINAGE, UPON COMPLETION.

12. REINSTALL SALVAGED EXTERIOR SIGNAGE AS DIRECTED BY THE COR.

13. CLEAN ALL WINDOWS.

14. REMOVE AND REPLACE IRON HANDRAIL WITH SAME MATERIALS. PAINT COLOR TO BE SELECTED BY COR.

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Drawn:

Project Title:

Checked: Approved:

Project No.

Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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BLDG 15 EXTERIOR LEFT DETAILS

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RESTORE EXTERIORS FOR QUARTERS BUILDINGS

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KEY NOTES

1. PRESSURE WASH ROOF. CLEAN AND REMOVE PAINT FROM BRICK MASONRY FOUNDATION WALLS AND ALL OTHER AREAS TO RECEIVE PAINT.

2. TUCKPOINT AND REPAIR DAMAGE TO BRICK FOUNDATION AT ALL VISIBLE LOCATIONS AND AT ALL INTERIOR LOCATIONS WHERE WATER INFILTRATION HAS OCCURED (APPROXIMATELY 1,200 SF TUCKPOINTING OF THE BUILDING). PATCH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION IN KIND WHERE ALL CONSTRUCTION IS TO REMAIN - FIELD VERIFY EXTENT REQUIRED.

3. TUCKPOINT AND REPAIR DAMAGE TO FRONT BRICK STEPS AND CHIMNEY (150 SF TUCKPOINTING) - FIELD VERIFY EXTENT REQUIRED.

4. REMOVE AND REPLACE, WITH LIKE MATERIALS, ALL WOOD SIDING AND ALL DAMAGED, ROTTEN WOOD INCLUDING FRAMING AND TRIM AT WINDOWS & DOORS, AND HOUSE TRIM. REMOVE AND REINSTALL EXISTING SURFACE MOUNTED ELECTRICAL CIRCUITS INSIDE WALL CAVITY. REMOVE EXTERIOR SIGNAGE AND SECURE/PROTECT FOR REINSTALLATION. INSTALL MOISTURE BARRIER AND NEW WOOD (CYPRESS) SIDING. CLEAN AND REMOVE PAINT FROM WOOD, METAL, AND MASONRY THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

5. REMOVE BUILT UP ROOFING SYSTEM AND UNDERLYING DECKING ON SECOND STORY BALCONY/PORCH. REPLACE ALL ROTTEN JOISTS WITH SAME SIZE MATERIALS. REPAIR ALL DAMAGED JOISTS BY DOUBLE SISTERING WITH SAME SIZE MATERIALS. REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS. REPLACE DECKING WITH 3/4" TREATED PLYWOOD AND REROOF WITH TPO (APPROXIMATELY 550 SF). REMOVE BUILT UP ROOFING SYSTEM ON TOP FLAT ROOF AND REPLACE WITH TPO.

6. REPLACE WOOD GUARDRAIL, COLUMNS, AND COLUMN BASES ON SECOND STORY EXTERIOR BALCONY (APPROXIMATELY 100 LF). REPLACEMENTS SHALL MATCH EXISTING. PRIME AND APPLY TWO COATS OF PAINT.

7. REPLACE WOOD GUARDRAIL AND ALL DAMAGED, ROTTEN, UNMATCHED WOOD ON COLUMNS AND COLUMN BASES ON FRONT PORCH (APPROXIMATELY 150 LF). REPAIRS AND REPLACEMENTS SHALL MATCH EXISTING. CLEAN AND REMOVE PAINT FROM WOOD THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

8. REMOVE AND REPLACE DAMAGED AND ROTTEN WOOD JOISTS (APPROXIMATELY 40 LF OF THE BUILDING). REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS.

9. REMOVE EXISTING METAL GUTTERS AND REPLACE WITH COPPER GUTTERS (APPROXIMATELY 1,500 LF OF THE BUILDING). INSTALL GUTTER GUARDS. GUTTER GUARDS SHALL BE COMPATIBLE WITH COPPER GUTTERS. REMOVE SPLASHGUARDS. CONNECT DOWNSPOUTS TO 6" DIA. SCH. 80 PVC, MINIMUM LENGTH 25 FEET DEPENDING ON SLOPE. DAYLIGHT AND BEVEL OUTLET END TO MATCH GRADE. PATCH AND REPAIR PAVEMENT AS NECESSARY.

10. PREPARE, PRIME AND PAINT ( MINIMUM TWO COATS) ALL SURFACES, INCLUDING MASONRY, FRONT PORCH CEILING, EAVES AND EAVE JOISTS.

11. PROVIDE FINAL SMOOTH GRADE, MULCH, AND SEED ALL GRASSED AREAS DISTURBED BY WORK, INCLUDING INSTALLATION OF DRAINAGE, UPON COMPLETION.

12. REINSTALL SALVAGED EXTERIOR SIGNAGE AS DIRECTED BY THE COR.

13. CLEAN ALL WINDOWS.

14. REMOVE AND REPLACE IRON HANDRAIL WITH SAME MATERIALS. PAINT COLOR TO BE SELECTED BY COR.

Drawn:

Project Title:

Checked: Approved:

Project No.

Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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BLDG 15 EXTERIOR REAR DETAILS

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JANUARY 31, 2023

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RESTORE EXTERIORS FOR QUARTERS BUILDINGS

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KEY NOTES

1. TUCKPOINT AND REPAIR DAMAGE TO BRICK FOUNDATION IN A NUMBER OF LOCATIONS, INCLUDING EXTERIOR AND INTERIOR SIDE OF WALL IN SPOT AREAS, IN ORDER TO ADDRESS WATER INFILTRATION (APPROXIMATELY 1,200 SF TUCKPOINTING OF THE BUILDING). PATCH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION IN KIND WHERE ALL CONSTRUCTION IS TO REMAIN - FIELD VERIFY EXTENT REQUIRED.

2. TUCKPOINT AND REPAIR DAMAGE TO CHIMNEY (120 SF TUCKPOINTING) - FIELD VERIFY EXTENT REQUIRED. REPAIR/REPLACE CRICKET AND FLASHING AS NEEDED.

3. CLEAN AND REMOVE PAINT FROM BRICK MASONRY FOUNDATION WALLS, WINDOWS AND OTHER AREAS TO PREPARE SURFACE. PRIME AND APPLY TWO COATS OF PAINT.

4. REMOVE WOOD SIDING AND ANY DAMAGED, ROTTEN WOOD ADJACENT, SUCH AS WINDOW, DOOR, AND HOUSE TRIM. REMOVE EXTERIOR SIGNAGE AND SECURE/PROTECT FOR REINSTALLATION. INSTALL MOISTURE BARRIER AND NEW WOOD (CYPRESS) SIDING. CLEAN AND REMOVE PAINT FROM WOOD, METAL, AND MASONRY THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

5. REPAIR/REPLACE DECK SUBSTRUCTURE ON PORCH OF SECOND STORY (APPROXIMATELY 550 SF). REMOVE ADHERED EPDM ROOFING SYSTEM ON SECOND STORY PORCH (APPROXIMATELY 550 SF) AND REPLACE WITH TPO. REPLACE TPO/AHHERED MODIFIED BITUMEN ROOFING SYSTEM ON ROOF.

6. REPAIR/REPLACE WOOD GUARDRAIL, COLUMNS, AND COLUMN BASES ON SECOND STORY EXTERIOR BALCONY (APPROXIMATELY 100 LF).

7. REPAIR/REPLACE WOOD GUARDRAIL AND ANY DAMAGED, ROTTEN, UNMATCHED WOOD ON COLUMNS AND COLUMN BASES ON FRONT PORCH (APPROXIMATELY 150 LF). CLEAN AND REMOVE PAINT FROM WOOD THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

8. REMOVE EXISTING METAL GUTTERS, INCLUDING SPLASHGUARDS, AND REPLACE WITH COPPER GUTTERS (APPROXIMATELY 1,500 LF OF THE BUILDING). ADD GUTTER GUARDS TO PROTECT FROM FALLING LEAVES. DIVERT WATER AWAY FROM FOUNDATION USING AN UNDERGROUND SYSTEM FOR 25 FEET.

9. REMOVE EXISTING IRON HANDRAIL AND REPLACE (APPROXIMATELY 30 LF).

10. REMOVE ROTTEN WOOD FROM JOIST AND REPAIR/REPLACE (APPROXIMATELY 40 LF OF THE BUILDING).

11. PROVIDE FINAL SMOOTH GRADE, MULCH, AND SEED ALL GRASSED AREAS DISTURBED BY WORK, INCLUDING INSTALLATION OF DRAINAGE, UPON COMPLETION.

12. REINSTALL EXTERIOR SIGNAGE IN ACCORDANCE WITH VA STANDARDS.

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KEY NOTES

1. PRESSURE WASH ROOF. CLEAN AND REMOVE PAINT FROM BRICK MASONRY FOUNDATION WALLS AND ALL OTHER AREAS TO RECEIVE PAINT.

2. TUCKPOINT AND REPAIR DAMAGE TO BRICK FOUNDATION AT ALL VISIBLE LOCATIONS AND AT ALL INTERIOR LOCATIONS WHERE WATER INFILTRATION HAS OCCURED (APPROXIMATELY 1,200 SF TUCKPOINTING OF THE BUILDING). PATCH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION IN KIND WHERE ALL CONSTRUCTION IS TO REMAIN - FIELD VERIFY EXTENT REQUIRED.

3. TUCKPOINT AND REPAIR DAMAGE TO FRONT BRICK STEPS AND CHIMNEY (150 SF TUCKPOINTING) - FIELD VERIFY EXTENT REQUIRED.

4. REMOVE AND REPLACE, WITH LIKE MATERIALS, ALL WOOD SIDING AND ALL DAMAGED, ROTTEN WOOD INCLUDING FRAMING AND TRIM AT WINDOWS & DOORS, AND HOUSE TRIM. REMOVE AND REINSTALL EXISTING SURFACE MOUNTED ELECTRICAL CIRCUITS INSIDE WALL CAVITY. REMOVE EXTERIOR SIGNAGE AND SECURE/PROTECT FOR REINSTALLATION. INSTALL MOISTURE BARRIER AND NEW WOOD (CYPRESS) SIDING. CLEAN AND REMOVE PAINT FROM WOOD, METAL, AND MASONRY THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

5. REMOVE BUILT UP ROOFING SYSTEM AND UNDERLYING DECKING ON SECOND STORY BALCONY/PORCH. REPLACE ALL ROTTEN JOISTS WITH SAME SIZE MATERIALS. REPAIR ALL DAMAGED JOISTS BY DOUBLE SISTERING WITH SAME SIZE MATERIALS. REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS. REPLACE DECKING WITH 3/4" TREATED PLYWOOD AND REROOF WITH TPO (APPROXIMATELY 550 SF). REMOVE BUILT UP ROOFING SYSTEM ON TOP FLAT ROOF AND REPLACE WITH TPO.

6. REPLACE WOOD GUARDRAIL, COLUMNS, AND COLUMN BASES ON SECOND STORY EXTERIOR BALCONY (APPROXIMATELY 100 LF). REPLACEMENTS SHALL MATCH EXISTING. PRIME AND APPLY TWO COATS OF PAINT.

7. REPLACE WOOD GUARDRAIL AND ALL DAMAGED, ROTTEN, UNMATCHED WOOD ON COLUMNS AND COLUMN BASES ON FRONT PORCH (APPROXIMATELY 150 LF). REPAIRS AND REPLACEMENTS SHALL MATCH EXISTING. CLEAN AND REMOVE PAINT FROM WOOD THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

8. REMOVE AND REPLACE DAMAGED AND ROTTEN WOOD JOISTS (APPROXIMATELY 40 LF OF THE BUILDING). REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS.

9. REMOVE EXISTING METAL GUTTERS AND REPLACE WITH COPPER GUTTERS (APPROXIMATELY 1,500 LF OF THE BUILDING). INSTALL GUTTER GUARDS. GUTTER GUARDS SHALL BE COMPATIBLE WITH COPPER GUTTERS. REMOVE SPLASHGUARDS. CONNECT DOWNSPOUTS TO 6" DIA. SCH. 80 PVC, MINIMUM LENGTH 25 FEET DEPENDING ON SLOPE. DAYLIGHT AND BEVEL OUTLET END TO MATCH GRADE. PATCH AND REPAIR PAVEMENT AS NECESSARY.

10. PREPARE, PRIME AND PAINT ( MINIMUM TWO COATS) ALL SURFACES, INCLUDING MASONRY, FRONT PORCH CEILING, EAVES AND EAVE JOISTS.

11. PROVIDE FINAL SMOOTH GRADE, MULCH, AND SEED ALL GRASSED AREAS DISTURBED BY WORK, INCLUDING INSTALLATION OF DRAINAGE, UPON COMPLETION.

12. REINSTALL SALVAGED EXTERIOR SIGNAGE AS DIRECTED BY THE COR.

Drawn:

Project Title:

Checked: Approved:

Project No.

Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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BLDG 15 EXTERIOR RIGHT DETAILS

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NJH

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JANUARY 31, 2023

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KEY NOTES

1. PRESSURE WASH ROOF. CLEAN AND REMOVE PAINT FROM BRICK MASONRY FOUNDATION WALLS AND ALL OTHER AREAS TO RECEIVE PAINT.

2. TUCKPOINT AND REPAIR DAMAGE TO BRICK FOUNDATION AT ALL VISIBLE LOCATIONS AND AT ALL INTERIOR LOCATIONS WHERE WATER INFILTRATION HAS OCCURED (APPROXIMATELY 1,200 SF TUCKPOINTING OF THE BUILDING). PATCH AS REQUIRED TO MATCH ADJACENT CONSTRUCTION IN KIND WHERE ALL CONSTRUCTION IS TO REMAIN - FIELD VERIFY EXTENT REQUIRED.

3. TUCKPOINT AND REPAIR DAMAGE TO FRONT BRICK STEPS AND CHIMNEY (150 SF TUCKPOINTING) - FIELD VERIFY EXTENT REQUIRED.

4. REMOVE AND REPLACE, WITH LIKE MATERIALS, ALL WOOD SIDING AND ALL DAMAGED, ROTTEN WOOD INCLUDING FRAMING AND TRIM AT WINDOWS & DOORS, AND HOUSE TRIM. REMOVE AND REINSTALL EXISTING SURFACE MOUNTED ELECTRICAL CIRCUITS INSIDE WALL CAVITY. REMOVE EXTERIOR SIGNAGE AND SECURE/PROTECT FOR REINSTALLATION. INSTALL MOISTURE BARRIER AND NEW WOOD (CYPRESS) SIDING. CLEAN AND REMOVE PAINT FROM WOOD, METAL, AND MASONRY THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

5. REMOVE BUILT UP ROOFING SYSTEM AND UNDERLYING DECKING ON SECOND STORY BALCONY/PORCH. REPLACE ALL ROTTEN JOISTS WITH SAME SIZE MATERIALS. REPAIR ALL DAMAGED JOISTS BY DOUBLE SISTERING WITH SAME SIZE MATERIALS. REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS. REPLACE DECKING WITH 3/4" TREATED PLYWOOD AND REROOF WITH TPO (APPROXIMATELY 550 SF). REMOVE BUILT UP ROOFING SYSTEM ON TOP FLAT ROOF AND REPLACE WITH TPO.

6. REPLACE WOOD GUARDRAIL, COLUMNS, AND COLUMN BASES ON SECOND STORY EXTERIOR BALCONY (APPROXIMATELY 100 LF). REPLACEMENTS SHALL MATCH EXISTING. PRIME AND APPLY TWO COATS OF PAINT.

7. REPLACE WOOD GUARDRAIL AND ALL DAMAGED, ROTTEN, UNMATCHED WOOD ON COLUMNS AND COLUMN BASES ON FRONT PORCH (APPROXIMATELY 150 LF). REPAIRS AND REPLACEMENTS SHALL MATCH EXISTING. CLEAN AND REMOVE PAINT FROM WOOD THAT IS TO REMAIN IN PREPARATION FOR PAINTING. PRIME AND APPLY TWO COATS OF PAINT.

8. REMOVE AND REPLACE DAMAGED AND ROTTEN WOOD JOISTS (APPROXIMATELY 40 LF OF THE BUILDING). REPLACEMENT MATERIALS SHALL REST ON SILL PLATES AND BE CONNECTED TO RIM JOISTS.

9. REMOVE EXISTING METAL GUTTERS AND REPLACE WITH COPPER GUTTERS (APPROXIMATELY 1,500 LF OF THE BUILDING). INSTALL GUTTER GUARDS. GUTTER GUARDS SHALL BE COMPATIBLE WITH COPPER GUTTERS. REMOVE SPLASHGUARDS. CONNECT DOWNSPOUTS TO 6" DIA. SCH. 80 PVC, MINIMUM LENGTH 25 FEET DEPENDING ON SLOPE. DAYLIGHT AND BEVEL OUTLET END TO MATCH GRADE. PATCH AND REPAIR PAVEMENT AS NECESSARY.

10. PREPARE, PRIME AND PAINT ( MINIMUM TWO COATS) ALL SURFACES, INCLUDING MASONRY, FRONT PORCH CEILING, EAVES AND EAVE JOISTS.

11. PROVIDE FINAL SMOOTH GRADE, MULCH, AND SEED ALL GRASSED AREAS DISTURBED BY WORK, INCLUDING INSTALLATION OF DRAINAGE, UPON COMPLETION.

12. REINSTALL SALVAGED EXTERIOR SIGNAGE AS DIRECTED BY THE COR.

Drawn:

Project Title:

Checked: Approved:

Project No.

Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

NTS

BLDG 45 EXTERIOR

ORGINAL DRAWING

SCANS

A-006

621-23-106

NJH

45 N/A

ATION MAP

RESTORE EXTERIORS

FOR QUARTERS

BUILDINGS

LEFT SIDE ELEVATION - BLDG 45

FRONT ELEVATION - BLDG. 45 REAR ELEVATION - BLDG. 45

RIGHT SIDE ELEVATION - BLDG. 45

VHAMOUHonakN

Drawn:

Project Title:

Checked: Approved:

Project No.

Drawing No.

Date

Building:

Scale:

JAMES H. QUILLEN

MOUNTAIN HOME VAMC

Drawing Title:

Revisions DateApprovals Date

MOUNTAIN HOME

Floor:

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BLDG 45 EXTERIOR FRONT DETAILS

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NJH

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JANUARY 31, 2023

VHAMOUHonakN Text Box A-007

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NTS

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A-021

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ROOF DRAIN LOCATIONS - RD 6"

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SEE DETAIL C1 ON SHEET A-021

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KEY NOTES

1. PRESSURE WASH ROOF. CLEAN AND REMOVE PAINT FROM BRICK MASONRY FOUNDATION WALLS AND ALL OTHER AREAS TO RECEIVE PAINT.

2.…

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