539-21-113 Replace Roof Bid Drawings 2-18-2022.pdf

PDF 12 MB Posted Mar 31, 2022

Attached to: Construction - Replace Roof (539-21-113)
Solicitation number: 36C25022B0029_1
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

View the file

Other files

File	Type	Posted
RFI 4 - Response 4-19-22.pdf	PDF	Apr 19, 2022
RFI 3 - Response 4-19-22.pdf	PDF	Apr 19, 2022
36C25022B0029 0003.docx	DOCX document	Apr 19, 2022
Asbestos Report - signed.pdf	PDF	Apr 19, 2022
36C25022B0029 0002.pdf	PDF	Apr 19, 2022
Pre-Bid Site Visit Sign In Sheet (4-11-2022).pdf	PDF	Apr 14, 2022
36C25022B0029 0001.docx	DOCX document	Apr 14, 2022
RFI 1 - RESPONSE 4-14-22.pdf	PDF	Apr 14, 2022
Contractor EMR Certification Form.pdf	PDF	Mar 31, 2022
VHA Directive 1192_01_D_2020-08-10.pdf	PDF	Mar 31, 2022
36C25022B0029_1.docx	DOCX document	Mar 31, 2022
539-21-113 Replace Roof Bid Specs 2-14-2022.pdf	PDF	Mar 31, 2022
Wage Determination 3-11-22 02.pdf	PDF	Mar 31, 2022
RFI Form.pdf	PDF	Mar 31, 2022

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

E S

SHIELD ST

BLDG 1

DASHED BOX INDICATES POTENTIAL

STAGING. ALL STORED MATERIALS

SHALL BE CONTAINED AND

CONTROLLED. SEE GENERAL

REQUIREMENTS SPECIFICATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

C in c in n a ti

R e p la c e

R o o f_

B n a te

.m o u ld s .r v t

GI000

COVER SHEET

Veteran's Affairs Medical Center

02/11/2022 PQ NM

REPLACE ROOF

BUILDING ONE

539-21-113

CINCINNATI, OHIO

BID DOCUMENTS

Cincinnati VA

Medical Center

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES

TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND C.O.R.

2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

3. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

4. 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.

5. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

6. 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.

7. 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. IF WORK ACTIVITY WILL GENERATE NOISE OVER 85 DECIBELS OR IF THE WORK SCHEDULED IS LIKELY TO PRODUCE VIBRATIONS THROUGHOUT THE BUILDING STRUCTURE, THEN THE CONTRACTOR SHALL WORK WITH THE C.O.R. TO SCHEDULE THE MOST APPROPRIATE TIME TO PERFORM THE DISRUPTIVE WORK ACTIVITY.

8. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO LESS THAN 3 WEEKS PRIOR TO THE REQUIRED OUTAGE. 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.

9. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED 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 INTRUSION.

10. THE GENERAL CONTRACTOR SHALL OBTAIN A SIGNED HOT WORKS PERMIT EACH WORKING DAY 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.

11. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.

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

13. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE C.O.R. FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE PROPERLY 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. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

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

17. 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, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE

NEW CONDITION TO MATCH THE EXISTING FINISH.

18. 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.

19. FIELD VERIFY SIZES AND DIMENSIONS OF ALL 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.

20. 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 EACH DAY.

21. 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.

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

23. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY POTENTIAL ODORS TO THE V.A.'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED

AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED.

24. CONTRACTOR SHALL COORDINATE WORK WITH C.O.R. AS WELL AS TAKE ALL NECESSARY PRECAUTIONS AROUND HAZARDOUS EXHAUST VENTS SHOWN ON THE OVERALL PLAN.

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 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 ARCHITECT 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 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..

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 OPENINGS SHOWN ON 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. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH THE SPECIFICATIONS.

15. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HOSTING THE SUBMITTAL EXCHANGE FOR THE DURATION OF THE PROJECT.

16. CONTRACTOR SHALL COORDINATE WITH THE VA COR FOR SITE LOCATIONS DESIGNATED FOR CRANE USE. CONTRACTOR SHALL PROVIDE THE VA WITH THREE WEEKS NOTICE FOR USE AND PLACEMENT OF THE CRANE. CRANE USAGE WILL BE DISCUSSED AT EACH CONSTRUCTION PROGRESS MEETING TO CONFIRM USAGE AND LOCATIONS. ALL DISTURBED AREAS SHALL BE BROUGHT BACK TO ITS EXISTING CONDITIONS AT THE CONCLUSION OF THE CONSTRUCTION PROJECT.

17. ROOFING DETAILS ON SHEETS AE501 AND AE502 DEMONSTRATE DESIGN INTENT. VERIFY FLASHING REQUIREMENTS WITH SPECS AND PRODUCT MATERIAL REQUIREMENTS.

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 :

REPLACE ROOF, BUILDING 1

DEPARTMENT OF VETERANS AFFAIRS

3200 VINE ST,

CINCINNATI, OH 45220

R E G I O N A L V I C I N I T Y M A P

D R A W I N G I N D E X

GENERAL

GI000 COVER SHEET

ARCHITECTURAL

1-AE001 OVERALL ROOF PLAN

1-AE131 ENLARGED ROOF PLANS

1-AE132 ENLARGED ROOF PLANS

1-AE133 ENLARGED ROOF PLANS

1-AE134 ENLARGED ROOF PLANS

1-AE135 ENLARGED ROOF PLANS

1-AE136 ENLARGED ROOF PLANS

1-AE137 ENLARGED ROOF PLANS

1-AE501 ROOFING DETAILS

1-AE502 ROOFING DETAILS

ELECTRICAL

EE001 LEGEND

1-ED101 NORTHWEST ROOF PLAN - REMOVALS

1-ED102 NORTHEAST ROOF PLAN - REMOVALS

1-ED103 SOUTHEAST ROOF PLAN - REMOVALS

1-ED104 SOUTHWEST ROOF PLAN - REMOVALS

1-EY101 NORTHWEST ROOF PLAN - LIGHTNING PROTECTION

1-EY102 NORTHEAST ROOF PLAN - LIGHTNING PROTECTION

1-EY103 SOUTHEAST ROOF PLAN - LIGHTNING PROTECTION

1-EY104 SOUTHWEST ROOF PLAN - LIGHTNING PROTECTION

CINCINNATI VA MEDICAL CENTER

S I T E P L A N

SCALE: 1" = 60'

12/31/2023

Revisions: Date:

BID DOCUMENTS 02/11/2022

AHU 15

AHU 6

AHU 13

AHU 14

AHU 1

AHU 8

AHU 7

AHU 2AHU 3

#31

1ST FLOOR ROOF

EL 732' +/-

N.I.C.

#32 2ND FLOOR

ROOF

EL 751' +/-

#35

5TH FLOOR ROOF

EL 788' +/-

#28

4TH FL ROOF

EL 778' +/-

#28A

5TH FL ROOF

EL 787' +/-

#21

8TH FL ROOF

EL 821' +/-

#15A

2ND FLOOR

EL 740' +/-

#15

1ST FL ROOF

EL 728' +/-

#14 2ND FL ROOF

EL 762' +/-

1ST FL ROOF

EL 743' +/-

3RD FL ROOF

EL 762' +/-

4TH FL ROOF

EL 786' +/-#9

3RD FL ROOF

EL 762' +/-

#13A 2ND FL ROOF

EL 740' +/-

#13 1ST FL ROOF

EL 728' +/-

#12

3RD FL ROOF

EL 762' +/-

#27

3RD FLOOR ROOF

EL 762' +/-

N.I.C.

#37

2ND FLOOR ROOF

EL 740' +/-

N.I.C.

#23

9TH FL ROOF

EL 832' +/-

#39

7TH FL ROOF

EL 809' +/-

#43

8TH FL ROOF

EL 821' +/-

#40

8TH FL ROOF

EL 821' +/-

#25

11TH FL ROOF

EL 857' +/-

#26

9TH FL ROOF

EL 835' +/-

#3A

3RD FL ROOF

EL 766' +/-

3RD FL ROOF

EL 766' +/-

4TH FL ROOF

EL 786' +/-

#10

3RD FL ROOF

EL 762' +/-

4TH FL ROOF

EL 770' +/-

3RD FL ROOF

EL 766' +/-

#4A

1ST FL ROOF

EL 742' +/-

#4B

1ST FL ROOF

EL 742' +/-

#11

3RD FL ROOF

EL 762' +/-

#4C

2ND FL ROOF

EL 753' +/-

#45

7TH FL ROOF

EL 809' +/-

#44

8TH FL ROOF

EL 821' +/-

#36 1ST FLOOR

ROOF

EL 728' +/-

#24

10TH FL ROOF

EL 846' +/-

N.I.C.

#17

3RD FL ROOF

EL 762' +/-

#16 7TH FL ROOF

EL 809' +/-

#19

8TH FL ROOF

EL 821' +/-

#22

9TH FL ROOF

EL 832' +/-

#18

ELEV ROOF

EL 857' +/-

#46 1ST FL ROOF

EL 739' +/-

#20 7TH FL ROOF

EL 809' +/-

#34 5TH FLOOR

ROOF

EL 787' +/-

#3C

3RD FL ROOF

EL 765' +/-

#33 3RD FLOOR

ROOF

EL 762' +/-

2ND FL ROOF

EL 751' +/-

#8A

3RD FL ROOF

EL 770' +/-

#38

7TH FL ROOF

EL 809' +/-

N.I.C.

AHU PAD

AHU

#26

9TH FL ROOF

EL 835' +/-

#3B

2ND FL ROOF

EL 756' +/-

N.I.C.

AHU

#30

3RD FLOOR ROOF

EL 762' +/-

N.I.C.

AHU PAD

BLDG 15

N.I.C.

BLDG 15

N.I.C.

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

R O O F L E G E N D

FOURTH FLOOR

FIFTH FLOOR

SEVENTH FLOOR

EIGHTH FLOOR

NINTH FLOOR

TENTH FLOOR

ELEVENTH FLOOR

NOT IN CONTRACT (N.I.C.)

ROOF ACCESS POINT

BIOHAZARDOUS

EXHAUST AREA

N Scale: 1/16" = 1'-0"

ROOF PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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

C in c in n a ti

R e p la c e

R o o f_

B n a te

.m o u ld s .r v t

1-AE001

OVERALL ROOF PLAN

Veteran's Affairs Medical Center

02/11/2022 PQ NM

REPLACE ROOF

BUILDING ONE

539-21-113

CINCINNATI, OHIO

BID DOCUMENTS

Cincinnati VA

Medical Center

ROOF NUMBER REPLACEMENT AREA RESTORATION AREA AREA OF BOTH

1 0 SF 12,148 SF 73 SF

2 0 SF 1,968 SF 0 SF

3 0 SF 5,520 SF 73 SF

3A 0 SF 2,919 SF 0 SF

3B 412 SF 0 SF 0 SF

3C 0 SF 388 SF 0 SF

4 543 SF 0 SF 0 SF

4A 527 SF 0 SF 0 SF

4B 531 SF 0 SF 0 SF

4C 201 SF 0 SF 0 SF

5 0 SF 4,330 SF 354 SF

6 0 SF 3,107 SF 163 SF

7 0 SF 4,314 SF 451 SF

8 0 SF 1,024 SF 0 SF

8A 253 SF 0 SF 0 SF

9 1,565 SF 0 SF 0 SF

10 0 SF 1,753 SF 0 SF

11 0 SF 794 SF 0 SF

12 0 SF 7,040 SF 1,003 SF

13 1,362 SF 0 SF 0 SF

13A 575 SF 0 SF 0 SF

14 0 SF 3,219 SF 972 SF

15 2,508 SF 0 SF 0 SF

15A 812 SF 0 SF 0 SF

16 0 SF 1,358 SF 0 SF

17 0 SF 1,089 SF 0 SF

18 0 SF 429 SF 0 SF

20 639 SF 0 SF 0 SF

21 1,169 SF 0 SF 0 SF

22 0 SF 1,247 SF 419 SF

23 1,299 SF 0 SF 0 SF

25 0 SF 2,418 SF 0 SF

26 6,847 SF 0 SF 0 SF

28 1,749 SF 0 SF 0 SF

28A 470 SF 0 SF 0 SF

28B 18 SF 0 SF 0 SF

32 0 SF 420 SF 0 SF

33 0 SF 169 SF 0 SF

34 0 SF 143 SF 0 SF

35 2,452 SF 0 SF 0 SF

36 3,307 SF 897 SF 0 SF

38 0 SF 641 SF 0 SF

39 0 SF 679 SF 0 SF

40 0 SF 1,694 SF 0 SF

43 1,692 SF 0 SF 0 SF

44 0 SF 642 SF 0 SF

45 0 SF 650 SF 0 SF

46 1,100 SF 0 SF 0 SF

Grand total 30,033 SF 61,000 SF 3,508 SF

NOTE:

QUANTITIES WITHIN THIS SCHEDULE ARE PROVIDED FOR GENERAL SCOPE

DEFINITION AND SHALL NOT BE SOLELY RELIED UPON FOR BIDDING PURPOSES. ALL

SQUARE FOOTAGES ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO BID.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES.

G E N E R A L N O T E S

A. MAINTAIN AVERAGE R-VALUE OF R-33, MINIMUM, AND 2.5" MINIMUM AT TAPERED INSULATION. MATCH ELEVATION

WHERE TYING INTO EXISTING.

B. 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.

C. SEE ELECTRICAL DRAWINGS FOR EXTENT OF LIGHTNING PROTECTION WORK.

D. SEE ASBESTOS ABATEMENT REPORT AND SPECIFICATIONS FOR ABATEMENT WORK.

E. CONTRACTOR SHALL VERIFY EXTENT OF UNUSED CURBS IN PROJECT AT AREAS OF ROOF REPLACEMENT. ALL

UNUSED CURBS SHALL BE REMOVED INFILL AT OPENING WITH METAL DECKING OVER STEEL FRAMING.

F. EXISTING ROOF DRAINS SHALL REMAIN UNLESS NOTED OTHERWISE.

G. ALL EXISTING WALKPADS SHALL BE REMOVED AT LOCATIONS OF REPLACEMENT OR RESTORATION. EXISTING

WALKPADS SHOWN ARE REPRESENTATIONAL ONLY - CONTRACTOR SHALL BE RESPONSIBLE TO QUANTIFY

AMOUNT OF WALKPADS TO BE REMOVED PRIOR TO BID.

H. ALL ROOFS ARE CONCRETE DECK UNLESS NOTED OTHERWISE - SEE DRAWING NOTES FOR VARIATION.

I. ALL ROOFS ARE SLOPING STRUCTURE UNLESS NOTED OTHERWISE - SEE DRAWING NOTES FOR VARIATION.

J. REPLACE MISSING, BROKEN OR PLASTIC DRAIN BASKETS AND BROKEN CLAMP RINGS ON EXISTING ROOF DRAINS.

K. CONTRACTOR SHALL USE CHARCOAL FILTRATION ON ALL AIR INTAKES TO MASK ODORS INTO THE BUILDING."

PROVIDE CARBON ACTIVATED FILTER MEDIA ROLLS OR BLANKETS TO COVER THE ENTIRE AIR HANDLING UNIT

INTAKE. BLANKET OR ROLL SHALL BE A MINIMUM OF 3/8 INCH THICK AND CONTAIN A MINIMUM OF 90 GRAMS/SF

OF GRANULAR ACTIVATED CARBON WITH AN INITIAL RESISTANCE OF 0.35 IN. WC. AT 150 FPM."

L. ALTERNATE #1 INCLUDES ONLY RESTORATION SCOPE. ALTERNATE #2 AND #3 INCLUDES BOTH RESTORATION

SCOPE AND ROOF WALKPADS. ALL OTHER WORK IN THESE AREAS, INCLUDING REPLACEMENT SCOPE, SHALL

REMAIN IN PROJECT.

M. PERMANENT FALL PROTECTION IS NOT INCLUDED IN THIS CONTRACT. ALL PERMANENT FALL PROTECTION WILL

BE ADDRESSED IN A SEPARATE VA PROJECT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MEETING OSHA

REGULATIONS FOR JOB-SITE SAFETY DURING THE CONSTRUCTION PROJECT.

RESTORATION SCOPE

REPLACEMENT SCOPE

L E G E N D

NOTES:

a. CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY ALL QUANTITIES.

b. 'RESTORATION' CONSISTS OF APPLICATION OF WET VACUUMING AND A FLUID APPLIED REHABILITATION SYSTEM -

SEE SPECIFICATIONS AND DETAILS.

c. 'REPLACEMENT' CONSISTS OF REMOVAL OF EXISTING ROOFING SYSTEM DOWN TO THE DECK AND INSTALLATION OF SBS MODIFIED BITUMEN OVER COVERBOARD AND RIGID INSULATION - SEE SPECIFICATIONS AND DETAILS.

d. REMEDIATE SINGLE PLY MEMBRANE ON CONCRETE PAD

BOTH RESTORATION AND REPLACEMENT SCOPE

2ND FL ROOF

EL 751' +/-

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

TYP.

4TH FL ROOF

EL 786' +/-

4TH FL ROOF

EL 786' +/-

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

TYP. 4

TYP.

3RD FL ROOF

EL 766' +/-

2ND FL ROOF

EL 751' +/-

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

TYP.

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

TYP.

1-AE501

Sim

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

KEY PLAN

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

C in c in n a ti

R e p la c e

R o o f_

B n a te

.m o u ld s .r v t

1-AE131

ENLARGED ROOF PLANS

Veteran's Affairs Medical Center

02/11/2022 PQ NM

REPLACE ROOF

BUILDING ONE

539-21-113

CINCINNATI, OHIO

BID DOCUMENTS

Cincinnati VA

Medical Center

D R A W I N G N O T E S

1 NEW CONTINUOUS FRP GRATED WALKWAY SYSTEM AT EXISTING LOCATION.

2 EXISTING PENETRATION TO REMAIN - SEE DETAILS FOR FLASHING CONDITIONS.

3 EXISTING ROOF LADDER TO REMAIN. REMOVE LOOSE RUST AND PAINT, MAKE SMOOTH AND APPLY RUST

INHIBITOR COATING.

4 EXISTING PIPING AND SUPPORTS TO REMAIN.

5 EXISTING ROOF DRAIN TO REMAIN.

6 EXISTING ROOF IS METAL DECK.

7 EXISTING EXPANSION JOINT TO REMAIN.

8 EXISTING STRUCTURE DOES NOT SLOPE - ALL SLOPE WILL BE WITH TAPERED INSULATION.

ROOF 1

ROOF 2

ROOF 5

ROOF 6

N Scale: 1/8" = 1'-0"

ROOF 2 PLAN

N Scale: 1/8" = 1'-0"

ROOF 5 & 6 PLAN

N Scale: 1/8" = 1'-0"

ROOF 1 PLAN

D R A W I N G N O T E S

ALTERNATE #2 - REFER TO GENERAL NOTE 'L' ALTERNATE #1 - REFER TO GENERAL

NOTE 'L'

#3A

3RD FL ROOF

EL 766' +/-

3RD FL ROOF

EL 766' +/-

#3C

3RD FL ROOF

EL 765' +/-

#3B

2ND FL ROOF

EL 756' +/-

#26

9TH FL ROOF

EL 835' +/-

#45

7TH FL ROOF

EL 809' +/-

#44

8TH FL ROOF

EL 821' +/-

1-AE502

Sim

1-AE502

Sim

1-AE502

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim F

1-AE501

Sim

1-AE502

Sim

1-AE501

Sim

1-AE501

Sim

1-AE502

Sim

TYP.

1-AE501

Sim

1-AE501

Sim

TYP.

1-AE501

Sim

#3B

2ND FL ROOF

EL 756' +/-

1-AE502

Sim

1-AE502

Sim

1-AE501

Sim

1-AE501

Sim

TYP.

1-AE501

Sim

4TH FL ROOF

EL 770' +/-

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

TYP.

4TH FL ROOF

EL 786' +/- #4A

1ST FL ROOF

EL 742' +/-

#4B

1ST FL ROOF

EL 742' +/-

1-AE501

Sim

1-AE502

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

TYP.

1-AE501

Sim

1-AE502

Sim

1-AE501

Sim

TYP.

#4C

2ND FL ROOF

EL 753' +/-

1-AE502

Sim

1-AE501

Sim

1-AE501

Sim

1-AE501

Sim

101111