Amendment A00006 Rev DWGs_Part1.pdf

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DRAWING OF 24

C U s e rs

\n a te m

\O n e

D ri v e \D o c u m e n ts

\F F

E

M a ri o n

W a te r

In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:5

:1

A

M

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.

No. 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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DRAWING OF 24

C U s e rs

\n a te m

\O n e

D ri v e \D o c u m e n ts

\F F

E

M a ri o n

W a te r

In fi lt ra ti o n

B n a te

.m o u ld s .r v t

/1

/2

:5

:2

A

M

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 PLAN

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. NOTE REMOVED.

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.

No. Revisions: Date:

1 ADDENDUM 001 04/27/22