610-20-102 Correct Water Infiltration - comb dwgs.pdf
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- Attached to
- Z1DA--Correct Water Infiltration 610-20-102 Federal contract opportunity
- Solicitation number
- 36C25022B0009
About this file
This federal contract opportunity solicitation seeks a contractor to complete corrective work for water infiltration at a Veterans Affairs medical center. The solicitation number is 36C25022B0009 and calls for the contractor to provide all tools, equipment, materials, labor and supervision necessary to complete the Correct Water Infiltration project numbered 610-20-102 at the Northern IN VA Medical Center located at 1700 E. 38th St. in Marion, Indiana. The solicitation refers to attached drawings, specifications and a Statement of Work for a full description of requirements. The contracting agency is listed as the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10.
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Text version
N
National Cemetary
National Cemetary
National Cemetary
Material Compound
Vehicle Compound
Cemetery Dump
DN
GI101
Sim
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
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GI001
COVER SHEET
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.
2. 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, CO, AND ARCHITECT.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.
4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.
5. 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.
6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.
7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF
THE VA'S OCCUPIED AREAS.
8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.
9. 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 C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING
INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.
10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S AREAS ADJACENT TO NEW CONSTRUCTION OR AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL
CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.
11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.
12. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND
SYSTEMS AT ALL TIMES.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE 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 UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND C.O.R. 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 ARCHITECT AND C.O.R. 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 INSTRUCTIONS.
6. ALL MATERIALS 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 CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT 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 AND VAMC 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 DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS 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 EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE..
G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S : G E N E R A L N O T E S - N E W W O R K :
VA NORTHERN INDIANA HEALTHCARE SYSTEM -
MARION CAMPUS
#610-20-102
1700 E. 38th STREET MARION, IN 46953
13. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT 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.
14. REMOVAL OF A PARTICULAR ITEM IS TO 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 CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND
PLUMBING.
15. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT
IS PROVIDED IN THE FINAL CONSTRUCTION.
16. 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 ACCOMMODATE THE NEW MATERIALS.
17. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.
18. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE'D TO ACHIEVE THE PROPER FIRE
RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.
19. NEW HOLES IN EXISTING ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO THAT CRITICAL
STRUCTURAL MEMBERS ARE NOT DAMAGED.
20. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING
NEW MATERIAL.
V I C I N I T Y M A P M A R I O N V A C A M P U S S I T E P L A N
SHEET NUMBER SHEET NAME BID
GENERAL
GI001 COVER SHEET *
GI101 OVERALL ROOF PLAN *
ARCHITECTURAL
AE101 BUILDING 1 - ROOF PLAN *
AE102 BUILDING 2 - ROOF PLAN *
AE103 BUILDING 3 - ROOF PLAN *
AE104 BUILDING 4 - ROOF PLAN *
AE105 BUILDING 5 - ROOF PLAN *
AE106 BUILDING 6 - ROOF PLAN *
AE107 BUILDING 15 - ROOF PLAN *
AE108 BUILDING 16 - ROOF PLAN *
AE109 BUILDING 17 - ROOF PLAN *
AE110 BUILDING 124 - ROOF PLAN *
AE201 BUILDING 1 - ELEVATIONS *
AE202 BUILDING 2 - ELEVATIONS *
AE203 BUILDING 3 - ELEVATIONS *
AE204 BUILDING 4 - ELEVATIONS *
AE205 BUILDING 5 - ELEVATIONS *
AE206 BUILDING 6 - ELEVATIONS *
AE207 BUILDING 15 - ELEVATIONS *
AE208 BUILDING 16 - ELEVATIONS *
AE209 BUILDING 17 - ELEVATIONS *
AE210 BUILDING 124 - ELEVATIONS *
AE501 ENLARGED ELEVATIONS AND DETAILS *
AE502 ENLARGED PLANS AND DETAILS *
D R A W I N G L I S T
DEPARTMENT OF VETERANS AFFAIRS
"CORRECT WATER INFILTRATION"
11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS 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 GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.
15. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE
SPECIFICATIONS.
16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, C.O.R. AND
ARCHITECT PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR STONE COATED STEEL SHINGLES.
SUBMIT DETAILS FOR EXPANSION JOINTS, VALLEYS, RIDGES, ROOF PENETRATIONS, AND ROOF / WALL INTERSECTIONS.
DRAWINGS SHOW GENERAL INTENT -- INSTALLATION INSTRUCTIONS AND DETAILS WILL VARY BY MANUFACTURER
SELECTED.
Revisions: Date:
BUILDING 124
SEE SHEETS AE110, AE210
BUILDING 17
SEE SHEETS AE109, AE209
BUILDING 15
SEE SHEETS AE107, AE207
BUILDING 16
SEE SHEETS AE108, AE208
BUILDING 1
SEE SHEETS AE101, AE201
BUILDING 2
SEE SHEETS AE102, AE202
BUILDING 3
SEE SHEETS AE103, AE203
BUILDING 4
SEE SHEETS AE104, AE204
BUILDING 5
SEE SHEETS AE105, AE205
BUILDING 6
SEE SHEETS AE106, AE206
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
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B1 (2
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2:
:5
PM
GI101
OVERALL ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
SCALE: 1/32" = 1'-0"
OVERALL ROOF PLAN1
G E N E R A L N O T E S
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE LEAD-BASED PAINT REPORT AND SPECIFICATION FOR ABATEMENT INFORMATION.
D. MISCELLANEOUS CONDUITS THRU ROOF SLABS AT MECHANICAL UNITS ARE NOT SHOWN BUT
SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR
ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW WORK PLANS AND
SECTIONS.
AE2012
AE201
AE201
AE201 3
24' - 10"
:1
:1
12:1212:12
:1
12:12
:1
:1
:1
13:1213:12
:1
:1
:1
:1
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14:1214:12
:1
12:12
12:12 12:12
12:12
:1
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12:12
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:1
TYP.
TYP.
TYP.
TYP.
TYP.
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TYP.
TYP.
TYP.
TYP.
TYP.
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TYP.
TYP.
TYP.
TYP. TYP.
TYP.
TYP.2
AE501
Sim6
AE501
Sim
AE501
Sim 6
AE501
Sim
AE2017 AE201 5
TYP.
TYP.
TYP.
TYP.
11 122'
0" 1'
0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
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2:
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PM
AE101
BUILDING 1 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
KEY PLAN
SCALE: 1/8" = 1'-0"
BUILDING 1 - ROOF PLAN1
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 VALLEY FLASHING BY SHINGLE MANUFACTURER.
3 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES
- TYPICAL.
4 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING
AND SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
6 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
7 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING
SEAM METAL ROOF - COLOR: COPPER.
8 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
9 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX,
PEEL & SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED
BLOCKING - SEE DETAILS ON AE501 AND AE502.
10 EXISTING COPPER ROOF TO REMAIN. EXISTING COPPER GUTTERS AND
DOWNSPOUTS TO REMAIN.
11 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER.
12 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA
BOARD - 16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE LEAD-BASED PAINT REPORT AND SPECIFICATION FOR ABATEMENT INFORMATION.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
D R A W I N G N O T E SG E N E R A L N O T E S
AE2022
AE202
AE202
AE202 3
:1
:1
12:1212:12
:1
12:12
:1
:1
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12:12 12:12
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12:1212:12
12:12
12:12 12:12
12:12
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:1
12:12
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TYP. TYP.
TYP.
TYP.
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TYP.
TYP.
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TYP.
TYP.
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TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
AE501
Sim4
AE501
Sim
AE501
Sim
AE501
Sim
TYP.
4 4
TYP.
TYP.
TYP.
TYP.
11 11122'
0" 1'
0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
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4:
:1
PM
AE102
BUILDING 2 - ROOF PLAN
03/11/2021 PQ BL
MARION INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
KEY PLAN
SCALE: 1/8" = 1'-0"
BUILDING 2 - ROOF PLAN1
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 VALLEY FLASHING BY SHINGLE MANUFACTURER.
3 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES
- TYPICAL.
4 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING
AND SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
5 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF
CONSTRUCTION.
6 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
7 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING
SEAM METAL ROOF - COLOR: COPPER.
8 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX,
PEEL & SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED
BLOCKING - SEE DETAILS ON AE501 AND AE502.
9 EXISTING DOWNSPOUT SHALL REMAIN - EXTEND EXISTING DOWNSPOUT
TO EXISTING BOOT - APPROXIMATELY 12 INCHES.
10 EXISTING COPPER ROOF TO REMAIN. EXISTING COPPER GUTTERS AND
DOWNSPOUTS TO REMAIN.
11 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
12 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER
13 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA
BOARD - 16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
AE2032
AE203
AE203
AE203 3
:1
:1
12:1212:12
:1
12:12
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:1
:1
12:1212:12
:1
:1
:1
:1
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212:1212:12
:1
12:12
12:12 12:12
12:12
:1
:1
12:12
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:1
TYP.
TYP.
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TYP.
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TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP. TYP.
TYP.
TYP.2
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
AE203 AE203 6
TYP.
TYP.
TYP.
TYP.
10 112'
0" 1'
0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
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B3 (2
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_c ar te r.d an ie l0
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2:
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PM
AE103
BUILDING 3 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
KEY PLAN
SCALE: 1/8" = 1'-0"
BUILDING 3 - ROOF PLAN1
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 VALLEY FLASHING BY SHINGLE MANUFACTURER.
3 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES
- TYPICAL.
4 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING
AND SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
5 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF
CONSTRUCTION.
6 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
7 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING
SEAM METAL ROOF - COLOR: COPPER.
8 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX,
PEEL & SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED
BLOCKING - SEE DETAILS ON AE501 AND AE502.
9 EXISTING COPPER ROOF TO REMAIN. EXISTING COPPER GUTTERS AND
DOWNSPOUTS TO REMAIN.
10 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
11 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER
12 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA
BOARD - 16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
AE2042
AE204
AE204
AE204 3
:1
:1
12:1212:12
:1
12:12
:1
:1
:1
12:12 12:12
:1
2 12 :1
12:1212:1212:12
12:12 12:12
12:12
:1
:1
12:12
:1
12:1212:12
:1
3 3
TYP. TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
TYP.
TYP.
TYP.
1010 11 12
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B4 (2
0)
_c ar te r.d an ie l0
3.
rv t 3/
/2
3:
:1
PM
AE104
BUILDING 4 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
KEY PLAN
SCALE: 1/8" = 1'-0"
ROOF PLAN1
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 VALLEY FLASHING BY SHINGLE MANUFACTURER.
3 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES
- TYPICAL.
4 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING
AND SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
5 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF
CONSTRUCTION.
6 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
7 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING
SEAM METAL ROOF - COLOR: COPPER.
8 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX,
PEEL & SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED
BLOCKING - SEE DETAILS ON AE501 AND AE502.
9 EXISTING COPPER ROOF TO REMAIN. EXISTING COPPER GUTTERS AND
DOWNSPOUTS TO REMAIN.
10 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
11 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER
12 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA
BOARD - 16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
AE2052
AE205
AE205
AE205 3
:1
:1
12:1212:12
:1
12:12
:1
:1
:1
12:1212:12
:1
:1
:1
:1
:1
211:1211:12
:1
12:12
12:12 12:12
12:12
:1
:1
12:12
:1
12:1212:12
:1
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP. TYP.
3 3
TYP.
TYP.
2 222
4 5
77 6
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
TYP.
TYP.
TYP.
TYP.
9 10 112'
0" 1'
0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B5 (2
0)
_c ar te r.d an ie l0
3.
rv t 3/
/2
3:
:2
PM
AE105
BUILDING 5 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
KEY PLAN
SCALE: 1/8" = 1'-0"
BUILDING 5 - ROOF PLAN1
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 VALLEY FLASHING BY SHINGLE MANUFACTURER.
3 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES
- TYPICAL.
4 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
5 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING
AND SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
6 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
7 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING
SEAM METAL ROOF - COLOR: COPPER.
8 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX,
PEEL & SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED
BLOCKING - SEE DETAILS ON AE501 AND AE502.
9 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
10 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER
11 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA
BOARD - 16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
AE2062
AE206
AE206
AE206 3
:1
:1
12:1212:12
:1
12:12
:1
:1
:1
12:12 12:12
:1
2 12 :1
12:1212:12
12:12
12:12 12:12
12:12
:1
:1
12:12
:1
12:1212:12
:1
3 3
TYP. TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
2 222
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
5 5
8 9
TYP.
TYP.
TYP.
TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B6 (2
0)
_c ar te r.d an ie l0
3.
rv t 3/
/2
3:
:3
PM
AE106
BUILDING 6 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
KEY PLAN
SCALE: 1/8" = 1'-0"
BUILDING 6 - ROOF PLAN1
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 VALLEY FLASHING BY SHINGLE MANUFACTURER.
3 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES
- TYPICAL.
4 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING
AND SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
5 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF
CONSTRUCTION.
6 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
7 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING
SEAM METAL ROOF - COLOR: COPPER.
8 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
9 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER
10 EXISTING COPPER ROOF TO REMAIN. EXISTING COPPER GUTTERS AND
DOWNSPOUTS TO REMAIN.
11 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX,
PEEL & SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED
BLOCKING - SEE DETAILS ON AE501 AND AE502.
12 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA
BOARD - 16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
AE207
AE2073
AE207
AE207 4
AE501
11 11
TYP.
TYP.
TYP.
TYP.
TYP.
BUILDING 172
BUILDING 124
BUILDING 174
BUILDING 16
BUILDING 127
TYP.
TYP.
TYP.
TYP.
4:12
4:
4:
4:
4:
4:
4:
4:12
6:126:12
4:
4:12
4:12
4:
4:12
4:12 4:12
4:
6:126:12
TYP.
TYP. TYP.
12 12 12
121212
AE501
Sim
AE501
Sim
AE501
Sim 13
AE501
Sim
TYP.
TYP.
TYP.
TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B1
(2
0) _c ar te r.d an ie l0
3.
rv t
3/
/2
4:
:5
PM
AE107
BUILDING 15 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
SCALE: 1/8" = 1'-0"
BUILDING 15 - ROOF PLAN
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND INSULATION
REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON AE501 AND
AE502.
2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY
SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL
ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW
BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.
3 NO WORK IN THIS AREA.
4 SEE SHEETS AE110 AND AE210 FOR DEMOLITION AND NEW WORK AT
BUILDING 124.
5 SEE SHEETS AE108 AND AE208 FOR DEMOLITION AND NEW WORK AT
BUILDING 16.
6 NEW EXPANSION JOINT AT EXISTING LOCATION - DETAILS PER SHINGLE
MANUFACTURER.
7 EXISTING ROOF HATCH TO REMAIN.
8 EXISTING METAL CAP TO REMAIN - PREPARE SURFACE AND APPLY
SELF-ADHERED SBS.
9 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -
TYPICAL.
10 VALLEY FLASHING BY SHINGLE MANUFACTURER.
11 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
12 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.
13 CONTINUOUS BOX GUTTER - LINE GUTTER WITH "PEEL AND SEAL"
ADHERED MEMBRANE. MINIMIZE SEAMS - OVERLAP ALL JOINTS BY
MINIMUM 6
14 EXISTING ALUMINUM GUTTER TO REMAIN.
15 ALTERNATE #1: FALL PROTECTION ROOF ANCHOR SPACED AT 20’ O.C., NO
MORE THAN 24” FROM ROOF PEAK. INSTALL INTO STRUCTURAL FRAMING
AND COORDINATE WITH SHINGLE INSTALLATION.
16 CRICKET BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES.
D R A W I N G N O T E S
G E N E R A L N O T E S
KEY PLAN
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE LEAD BASED PAINT ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY
NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED
ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW
WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN
WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.
F. EXISTING STRUCTURAL AND FRAMING MEMBERS TO REMAIN UNLESS NOTED OTHERWISE.
AE208
AE2083
AE208
AE208 4
AE501
3 3
BUILDING 15
BUILDING 17
BUILDING 174
4:
4:
4:12 4:12
4:
4:
4:
4:
2:
2:122:12
6:126:12
6:
6:
4:124:12
4:
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
14 14 14
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
AE501
TYP.
16 16
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B1
(2
0) _c ar te r.d an ie l0
3.
rv t
3/
/2
4:
:2
PM
AE108
BUILDING 16 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
SCALE: 1/8" = 1'-0"
BUILDING 16 - ROOF PLAN
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY
SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL
ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW
BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.
3 CONTINUOUS BOX GUTTER - LINE GUTTER WITH "PEEL AND SEAL"
ADHERED MEMBRANE. MINIMIZE SEAMS - OVERLAP ALL JOINTS BY
MINIMUM 6
4 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX,
PEEL & SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED
BLOCKING - SEE DETAILS ON AE501 AND AE502.
5 SEE SHEETS AE107 AND AE207 FOR DEMOLITION AND NEW WORK AT
BUILDING 15.
6 SEE SHEETS AE109 AND AE209 FOR DEMOLITION AND NEW WORK AT
BUILDING 17.
7 NO WORK IN THIS AREA.
8 EXISTING ROOF HATCH TO REMAIN.
9 REMOVE EXISTING MECHANICAL DUCTWORK TO BELOW ROOF SURFACE -
SUPPORT EXISTING WITHIN ATTIC SPACE - VERIFY EXHAUST IS INACTIVE
PRIOR TO CONSTRUCTION - PATCH OPENING WITH WOOF FRAMING AND
SHEATHING - PREPARE TO RECEIVE NEW SHINGLES
10 EXISTING METAL CAP TO REMAIN - PREPARE SURFACE AND APPLY
SELF-ADHERED SBS.
11 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES
- TYPICAL.
12 VALLEY FLASHING BY SHINGLE MANUFACTURER.
13 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
14 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF
CONSTRUCTION.
15 EXISTING ALUMINUM GUTTER TO REMAIN.
16 ALTERNATE #1: FALL PROTECTION ROOF ANCHOR SPACED AT 20’ O.C., NO
MORE THAN 24” FROM ROOF PEAK. INSTALL INTO STRUCTURAL FRAMING
AND COORDINATE WITH SHINGLE INSTALLATION.
17 CRICKET BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES.
D R A W I N G N O T E S
G E N E R A L N O T E S
KEY PLAN
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE LEAD BASED PAINT ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY
NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED
ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW
WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN
WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.
AE209
AE2092
AE209
AE209 3
AE501
3 3
BUILDING 16
4:
4:
4:12 4:12
4:
4:
4:
4:
4:12 4:12
4:
4:
4:124:12
4:12
4:
4:12
4:
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
AE501
Sim4
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
AE501
Sim
TYP.
TYP.
TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B1
(2
0) _c ar te r.d an ie l0
3.
rv t
3/
/2
4:
:4
PM
AE109
BUILDING 17 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
SCALE: 1/8" = 1'-0"
BUILDING 17 - ROOF PLAN1
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE WITH NEW
STONE COATED STEEL SHINGLES OVER #30 FELT UNDERLAYMENT OVER EXISTING
SHEATHING. REPLACE SHEATHING AND INSULATION WHERE DAMAGED - ASSUME
10% SHEATHING AND INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND
DETAILS ON AE501 AND AE502.
2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY
SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL ROOF AND
EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW BLOCKING WHERE REQUIRED.
SEE DETAIL 9/AE501.
3 CONTINUOUS BOX GUTTER - LINE GUTTER WITH "PEEL AND SEAL" ADHERED
MEMBRANE. MINIMIZE SEAMS - OVERLAP ALL JOINTS BY MINIMUM 6
4 SEE SHEETS AE108 AND AE208 FOR DEMOLITION AND NEW WORK AT BUILDING 16.
5 NO WORK IN THIS AREA.
6 EXISTING ROOF HATCH TO REMAIN.
7 EXISTING METAL CAP TO REMAIN - PREPARE SURFACE AND APPLY SELF-ADHERED
SBS.
8 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES - TYPICAL.
9 VALLEY FLASHING BY SHINGLE MANUFACTURER.
10 PROVIDE NEW STEP FLASHING AT INTERSECTION WITH WALL.
11 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.
12 EXISTING ALUMINUM GUTTER TO REMAIN.
13 ALTERNATE #1: FALL PROTECTION ROOF ANCHOR SPACED AT 20’ O.C., NO MORE
THAN 24” FROM ROOF PEAK. INSTALL INTO STRUCTURAL FRAMING AND COORDINATE
WITH SHINGLE INSTALLATION.
14 CRICKET BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES.
D R A W I N G N O T E S
G E N E R A L N O T E S
KEY PLAN
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE LEAD BASED PAINT ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY
NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED
ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW
WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN
WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.
AE2101
AE210
AE502
TYP.
TYP.
TYP.
TYP.
TYP.
AE210
AE210 4
BUILDING 172
6:
6:
6:12
6:
6:12
4:
4:
6:12
6:
6:
6:
6:12
6:12
6:12
TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B1
(2
0) _c ar te r.d an ie l0
3.
rv t
3/
/2
4:
:3
PM
AE110
BUILDING 124 - ROOF PLAN
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
SCALE: 1/8" = 1'-0"
BUILDING 124 - ROOF PLAN
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE
WITH NEW STONE COATED STEEL SHINGLES OVER #30 FELT
UNDERLAYMENT OVER EXISTING SHEATHING. REPLACE SHEATHING AND
INSULATION WHERE DAMAGED - ASSUME 10% SHEATHING AND
INSULATION REPLACEMENT AT RAFTERS - SEE SECTIONS AND DETAILS ON
AE501 AND AE502.
2 EXISTING METAL ROOF TO REMAIN - PREPARE SURFACE AND APPLY 3-PLY
SELF-ADHERED SBS MODIFIED BITUMIN MEMBRANE TO EXTENT OF METAL
ROOF AND EXTEND 24" UP ADJACENT ROOF SLOPE. INSTALL NEW
BLOCKING WHERE REQUIRED. SEE DETAIL 9/AE501.
3 EXISTING STONE CORNICE AND BOX GUTTER FRAMING TO REMAIN -
REPLACE EXISTING SHEET METAL LINER.
4 NO WORK IN THIS AREA.
5 REMOVE EXISTING MECHANICAL DUCTWORK TO BELOW ROOF SURFACE -
SUPPORT EXISTING WITHIN ATTIC SPACE - VERIFY EXHAUST IS INACTIVE
PRIOR TO CONSTRUCTION - PATCH OPENING WITH WOOF FRAMING AND
SHEATHING - PREPARE TO RECEIVE NEW SHINGLES
6 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -
TYPICAL.
7 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF
CONSTRUCTION.
D R A W I N G N O T E S
G E N E R A L N O T E S
KEY PLAN
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE LEAD BASED PAINT ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS - COLOR: COPPER. INCLUDED IN THE PROJECT BID AND
COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM REQUIREMENTS.
E. MISCELLANEOUS MECHANICAL, PLUMBING, OR ELECTRICAL PENETRATIONS THRU ROOF MAY
NOT BUT SHOWN BUT SHALL BE INCLUDED IN THE PROJECT BID AND COMPLETED
ACCORDING TO ROOFING SYSTEM REQUIREMENTS. COORDINATE REMOVAL WITH NEW
WORK PLANS AND SECTIONS. ALL PENETRATIONS SHALL BE FLASHED AND MAINTAIN
WATERTIGHTNESS THROUGHOUT COMPLETION OF CONSTRUCTION.
TYP.
TYP.
9 9
TYP. TYP.
TYP.
14 14
TYP.
TYP.
TYP.
TYP.
TYP.
3 14 14 14
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
14 3
14 14
:7 AE201
:7 AE201
:5 AE201
:5 AE201
3 3
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
14 3
12 121212
BRICK TO BE CLEANED AND TUCK-POINTED - 530 SF - BUILDING 1
BRICK TO BE REMOVED AND REPLACED - 140 SF - BUILDING 1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B1 (2
0)
_c ar te r.d an ie l0
3.
rv t 3/
/2
2:
:1
PM
AE201
BUILDING 1 - ELEVATIONS
03/11/2021 PQ BL
MARION, INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
1/8" = 1'-0"2 B1 - EAST ELEVATION
1/8" = 1'-0"3 B1 - WEST ELEVATION
1/8" = 1'-0"1 B1 - NORTH ELEVATION
1/8" = 1'-0"4 B1 - SOUTH ELEVATION
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE WITH
NEW STONE COATED STEEL SHINGLES OVER #30 FELT UNDERLAYMENT OVER
EXISTING SHEATHING. REPLACE SHEATHING AND INSULATION WHERE
DAMAGED - ASSUME 10% SHEATHING AND INSULATION REPLACEMENT AT
RAFTERS - SEE SECTIONS AND DETAILS ON AE501 AND AE502.
2 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX, PEEL &
SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED BLOCKING - SEE
DETAILS ON AE501 AND AE502.
3 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT - TUCKPOINT
WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH EXISTING COLOR.
4 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING AND
SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
5 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING SEAM
METAL ROOF - COLOR: COPPER.
6 CLEAN AND TUCK-POINT BRICK NEAR DOWNSPOUT.
7 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
8 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
9 EXISTING DOWNSPOUT BOOT TO REMAIN.
10 EXISTING CORNICE WORK TO REMAIN - PAINT TO MATCH NEW CORNICE WORK.
11 NEW STEP FLASHING AT ROOF AND WALL INTERSECTION
12 NEW BASE FLASHING
13 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -
TYPICAL.
14 REMOVE EXISTING DAMAGED BRICK - REPLACE WITH NEW BRICK TO MATCH
EXISTING IN SIZE, COLOR, AND SURFACE - STAIN ALL NEW MORTAR TO MATCH
EXISTING COLOR.
15 EXISTING PORCH ROOF TO REMAIN.
16 REMOVE LOOSE FACE OF LIMESTONE SILL - SEAL AND STAIN TO MATCH
ADJACENT LIMESTONE SILL IN COLOR.
17 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER.
18 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA BOARD -
16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE LEAD-BASED PAINT REPORT AND SPECIFICATION FOR ABATEMENT INFORMATION.
D. EXISTING PLUMBING VENTS - COLOR: COPPER. INCLUDED IN THE PROJECT BID AND
COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
D R A W I N G N O T E S
G E N E R A L N O T E S
1/8" = 1'-0"5 Elevation 2 - a 1/8" = 1'-0"7 Elevation 1 - a
2 2
TYP.
TYP.
10 44
TYP.
TYP.
TYP.
TYP.
4 4
TYP.
TYP.
2 2 2 2
TYP. TYP.
5 5 5 5 5 5
TYP.
TYP.
TYP.
9 9
3 3
4 44 4
2 22 2
TYP.
TYP.
TYP. TYP.
TYP.
12 12
1414 1414
BRICK TO BE CLEANED AND TUCK-POINTED - 340 SF - BUILDING 2
BRICK TO BE REMOVED AND REPLACED - 24 SF - BUILDING 2
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
DRAWING OF 24
C :\U se rs
\c ar te \D oc um en ts
\0 _R ev it
Lo ca l M od el s\
\F
FE
_M ar io n
- W at er In fil tra tio n_
B2 (2
0)
_c ar te r.d an ie l0
3.
rv t 3/
/2
4:
:3
PM
AE202
BUILDING 2 - ELEVATIONS
03/11/2021 PQ BL
MARION INDIANA
#610-20-102CONSTRUCTION
DOCUMENTS
CORRECT WATER
INFILTRATION
1/8" = 1'-0"2 B2 - EAST ELEVATION
1/8" = 1'-0"3 B2 - WEST ELEVATION
1/8" = 1'-0"1 B2 - NORTH ELEVATION
1/8" = 1'-0"4 B2 - SOUTH ELEVATION
1 REMOVE EXISTING ASPHALT SHINGLES AND UNDERLAYMENT - REPLACE WITH
NEW STONE COATED STEEL SHINGLES OVER #30 FELT UNDERLAYMENT OVER
EXISTING SHEATHING. REPLACE SHEATHING AND INSULATION WHERE
DAMAGED - ASSUME 10% SHEATHING AND INSULATION REPLACEMENT AT
RAFTERS - SEE SECTIONS AND DETAILS ON AE501 AND AE502.
2 REPLACE EXISTING BOX GUTTER - INSTALL NEW METAL GUTTER BOX, PEEL &
SEAL LINER, AND METAL CORNICE PROFILE AND ASSOSICATED BLOCKING - SEE
DETAILS ON AE501 AND AE502.
3 REMOVE EXISTING ROOF HATCH - PATCH OPENING WITH WOOD FRAMING AND
SHEATHING - PREPARE TO RECEIVE NEW SHINGLES.
4 REMOVE EXISTING LOOSE OR RECEDING MORTAR FROM JOINT - TUCKPOINT
WITH NEW MORTAR - STAIN ALL NEW MORTAR TO MATCH EXISTING COLOR.
5 PROTECT EXISTING DOWNSPOUT DURING ALL PHASES OF CONSTRUCTION.
6 EXISTING DOWNSPOUT BOOT TO REMAIN.
7 RIDGE CAP BY SHINGLE MANUFACTURER TO MATCH ADJACENT SHINGLES -
TYPICAL.
8 EXISTING CORNICE WORK TO REMAIN - PAINT TO MATCH NEW CORNICE WORK.
9 NEW STEP FLASHING AT ROOF AND WALL INTERSECTION
10 REMOVE EXISTING DAMAGED BRICK - REPLACE WITH NEW BRICK TO MATCH
EXISTING IN SIZE, COLOR, AND SURFACE - STAIN ALL NEW MORTAR TO MATCH
EXISTING COLOR.
11 EXISTING PORCH ROOF TO REMAIN.
12 NEW 3"X4" COPPER COLOR DOWNSPOUT TO EXISTING BOOT.
13 REMOVE AND REPLACE EXISTING METAL ROOF WITH NEW STANDING SEAM
METAL ROOF - COLOR: COPPER.
14 NEW BASE FLASHING
15 NEW GUTTER FORMED FROM SAME MATERIAL AS ROOF PANELS - COLOR:
COPPER
16 INSTALL CLAMP-TO-SEAM SNOW GUARDS AT 24" AND 36" FROM FASCIA BOARD -
16" O.C. - COLOR: COPPER TO MATCH ROOFING MATERIAL.
A. THE ROOFING SYSTEM SHALL BE COMPLETELY WATERTIGHT AT THE END OF EACH DAY’S
CONSTRUCTION ACTIVITY. IF TEMPORARY ROOFING STRATEGIES ARE USED, MATERIALS
INSTALLED SHALL SERVE THE SAME FUNCTION AS EXISTING MATERIALS AND WILL BE
COMPATIBLE WITH EXISTING ROOF SYSTEM.
B. CONTRACTOR SHALL RELOCATE EXISTING SURFACE-MOUNTED LIGHTNING PROTECTION
SYSTEM AS NEEDED. REINSTALL SYSTEM AT COMPLETION OF ROOF WORK IN EACH ROOF
AREA. CONTRACTOR SHALL RECERTIFY ENTIRE LIGHTNING PROTECTION SYSTEM AT
CONCLUSION OF PROJECT.
C. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.
D. EXISTING PLUMBING VENTS ARE NOT SHOWN ON ROOF PLAN BUT SHALL BE INCLUDED IN THE
PROJECT BID AND COMPLETED ACCORDING TO DETAILS AND/OR ROOFING SYSTEM
REQUIREMENTS.
E. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
D R A W I N G N O T E S
G E N E R A L N O T E S
TYP.
TYP.
TYP. TYP.
TYP.
3 11
TYP.
TYP.
5 5
TYP.TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
:5 AE203
:5 AE203 :6 AE203
:6 AE203
44 4
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
148 88
BRICK TO BE CLEANED AND TUCK-POINTED - 710 SF - BUILDING 3
BRICK TO BE REMOVED AND REPLACED - 70 SF - BUILDING 3
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD…
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