Buildings 25H 82H 314H.pdf

PDF 22 MB Posted Apr 12, 2023

Attached to: Z1DA--512A5-20-304 - Replace Roof - Patient Buildings
Solicitation number: 36C24523B0002
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5 seeks replacement of roofs on three patient buildings. The solicitation number is 36C24523B0002 and calls for replacing roofs on buildings 25H, 82H, and 314H. Offerors should submit responses by the date specified in the attached solicitation document. The opportunity type is listed as a solicitation. Relevant details on pricing, terms, and federal agencies involved can be found in attachment 36C24523B0002_1.

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Other files

File	Type	Posted
36C24523B0002 0006.pdf	PDF	May 8, 2023
Patient Buildings_PreBid - RFI Log_Responses_2023.05.05 Final.pdf	PDF	May 8, 2023
Patient Building Drawing Change Log 05.03.2023.pdf	PDF	May 8, 2023
36C24523B0002 0005.pdf	PDF	May 1, 2023
074000 Roofing and Siding Panels (VA-TIL)-CDr2 REVISED-23-04-13 Pat Bldg.pdf	PDF	Apr 25, 2023
5H-AS-001-A001 REV 04-19-2023.pdf	PDF	Apr 25, 2023
14H-AS-003-A003 REV 04.13.2023.pdf	PDF	Apr 25, 2023
1H-AS-002-A002 REV 04.13.2023.pdf	PDF	Apr 25, 2023
2H-AS-002-A002 REV 04.13.2023.pdf	PDF	Apr 25, 2023
23H-AS-001- 4-20-23.pdf	PDF	Apr 25, 2023
23H-AS-004-4-20-23.pdf	PDF	Apr 25, 2023
36C24523B0002 0004.pdf	PDF	Apr 25, 2023
36C24523B0002 0003.pdf	PDF	Apr 12, 2023
Revised SOW.docx	DOCX document	Apr 11, 2023
512A5-20-304 Prebid Sign-In 4-6 and 4-11.pdf	PDF	Apr 11, 2023
Revised Bid Detailed Breakout.docx	DOCX document	Apr 11, 2023
36C24523B0002 0002.docx	DOCX document	Apr 11, 2023
36C24523B0002 0001 - Change NAICS Code.docx	DOCX document	Mar 28, 2023
Buildings 19H 22H 23H 24H Drawings.pdf	PDF	Mar 23, 2023
RFI Submission.docx	DOCX document	Mar 23, 2023
BLDG 361H 366H AS E M SJ details.pdf	PDF	Mar 23, 2023
512A5-20-304 Roof replacment Patients master specifications with ACM 3-14-2023.pdf	PDF	Mar 23, 2023
Buildings 1H 2H 3H 14H 15H 17H Drawings.pdf	PDF	Mar 23, 2023
Bid Detailed Breakout.docx	DOCX document	Mar 23, 2023
36C24523B0002_2.docx	DOCX document	Mar 23, 2023
S02 36C24523B0002_1.docx	DOCX document	Mar 23, 2023

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EXISTING RFG

TO REMAIN

ROOF AREA A PER

ROOFING DIAGRAM

EXISTING ASPHALT

SHINGLES TO REMAIN, U.N.O. (TYP.)

EXISTING ASPHALT

SHINGLES TO REMAIN, U.N.O. (TYP,)

REMOVE GUTTER

AND DOWNSPOUTS (TYP.)

REMOVE FALL PROTECTION

APPARATUS FROM ROOF SURFACE

AND WITHIN ATTIC (TYPICAL)

EXISTING BARREL CANOPY

TO REMAIN

EXISTING CANOPY

TO REMAIN

EXISTING CANOPY

TO REMAIN

REMOVE RFG. AND

INSUL. TO DECK

ROOF ELEV.=41.8'

GRADE ELEV.=28.7'

ROOF ELEV.=64.1'

GRADE ELEV.=29.5'

ROOF ELEV.=64.1'

GRADE ELEV.=30.2'

ROOF ELEV.=41.8'

GRADE ELEV.=28.9'

ROOF ELEV.=41.8'

GRADE ELEV.=29.0'

ROOF ELEV.=41.8'

GRADE ELEV.=29.5'

ROOF ELEV.=64.1'

GRADE ELEV.=29.5'

RIDGELINE ELEV.=76.1'RIDGELINE ELEV.=76.1'

R O

O F

PARAPET ELEV.=82.4'

PARAPET ELEV.=82.5'

ROOF ELEV.=64.1'

GRADE ELEV.=31.1'

ROOF ELEV.=64.1'

GRADE ELEV.=31.2'

ROOF ELEV.=64.1'

GRADE ELEV.=32.0'

ROOF ELEV.=64.1'

GRADE ELEV.=32.5'

ROOF ELEV.=64.1'

GRADE ELEV.=32.3'

ROOF ELEV.=64.1'

GRADE ELEV.=28.4'

ROOF ELEV.=64.1'

GRADE ELEV.=30.0'

ROOF ELEV.=64.1'

GRADE ELEV.=30.7'

ROOF ELEV.=64.1'

GRADE ELEV.=34.7'

ROOF ELEV.=66.1'

LOWER ROOF ELEV.=64.1'

GRADE ELEV.=34.6'

ROOF ELEV.=66.1'

GRADE ELEV.=34.7'

ROOF ELEV.=66.1'

GRADE ELEV.=34.7'

ROOF ELEV.=66.1'

GRADE ELEV.=34.7'

ROOF ELEV.=66.1'

GRADE ELEV.=34.7'

ROOF ELEV.=66.1'

GRADE ELEV.=34.5'

ROOF ELEV.=66.1'

LOWER ROOF ELEV.=64.1'

GRADE ELEV.=34.6'

ROOF ELEV.=64.1'

GRADE ELEV.=34.7'

ROOF ELEV.=64.1'

GRADE ELEV.=31.5'

ROOF ELEV.=66.1'

GRADE ELEV.=34.7'

RIDGELINE

ELEV.=79.2'

ROOF ELEV.=64.1'

GRADE ELEV.=30.2'

RIDGELINE ELEV.=79.2'

ROOF ELEV.=64.1'

GRADE ELEV.=32.5'ROOF ELEV.=64.1'

GRADE ELEV.=32.0'

ROOF ELEV.=64.1'

GRADE ELEV.=32.2'

ROOF ELEV.=64.1'

GRADE ELEV.=32.5'

RIDGELINE ELEV.=76.1'RIDGELINE ELEV.=76.1'

FLAT ROOF ELEV.=41.8'

ROOF ELEV.=64.1'

GRADE ELEV.=32.5'

ROOF ELEV.=64.1'

GRADE ELEV.=32.8'

ROOF ELEV.=64.1'

GRADE ELEV.=32.8'

ROOF ELEV.=64.1'

GRADE ELEV.=32.6'

ROOF ELEV.=64.1'

GRADE ELEV.=32.8'

ROOF ELEV.=64.1'

GRADE ELEV.=31.5'

STAGING AREA

EXACT LOCATION TBD

ROOF AREA B

PER ROOFING DIAGRAM

REMOVE ROOFING SYSTEM

SEE ROOFING DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD Project Director

GR/MC JS/MR/WMTRevisions: Date:

CORE CUT

HATCH

DRAIN

LADDER

CAPPED CURB

TIE-OFF POINT

SNOW GUARDS

X EXPANSION JOINT

EXIST DOWNSPOUT/LEADER/SCUPPER

SKYLIGHT

SYMBOL LEGEND

E EXHAUST FAN

SLOPE (POINT DOWN)

LIGHTNING PROTECTION

NOTE:

DIMENSIONS INDICATED WERE TAKEN AT TYPICAL LOCATIONS THROUGHOUT THE BUILDING.

VARIATIONS AND DISCREPANCIES ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL

VERIFY ALL CRITICAL DIMENSIONS BEFORE SUBMITTING PROPOSAL, PROCUREMENT OR

FABRICATION OF MATERIALS AND EQUIPMENT, AND SHALL NOTIFY THE COR OF ANY

DISCREPANCIES NOTED. DUE DILIGENCE NEGLECT BY BIDDER WILL NOT BE A JUSTIFICATION

FOR FUTURE CONTRACT MODIFICATIONS.

CONSTRUCTION

DOCUMENTS

09.30.2021

512A5-20-304

600 North Hartley Street, Suite 152 York, PA 17404

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NUMBER XXXXX, EXPIRATION DATE XX-XX-XXXX.

25H-AS-001

Building 25H

F4 ROOF PLAN-BUILDING 25H

SCALE: 3/32" = 1'-0"N

E8 AERIAL IMAGE-BUILDING 25H

NOT TO SCALE

ROOF PLAN - DEMOLITION

AutoCAD SHX Text

VA FORM 08 - 6231

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text F8

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text R1. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND RECORDING OF ALL EXISTING BUILDING DIMENSIONS AND GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND RECORDING OF ALL EXISTING BUILDING DIMENSIONS AND CONDITIONS RELATED TO THE WORK, INCLUDING BUT NOT LIMITED TO FINISHES, MATERIALS, AND SYSTEMS SHOWN AND DESIGNATED AS EXISTING IN THE CONTRACT DOCUMENTS. ANY DISCREPANCIES FROM THE INFORMATION INDICATED ON THE CONTRACT DOCUMENTS SHALL BE DIRECTED TO THE ATTENTION OF THE COR. VERIFICATION OF CLEARANCES REQUIRED FOR ALL NEW EQUIPMENT, PIPING, DUCTWORK AND RELATED COMPONENTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. R2. CONTRACTOR IS RESPONSIBLE FOR REVIEWING WITH THE THE COR ALL ITEMS REQUIRING REMOVAL BEFORE THE START OF CONTRACTOR IS RESPONSIBLE FOR REVIEWING WITH THE THE COR ALL ITEMS REQUIRING REMOVAL BEFORE THE START OF REMOVAL BEFORE THE START OF WORK. OWNER RESERVES THE RIGHT TO SALVAGE ANY ITEM. ALL REMAINING ITEMS AND MATERIALS DEEMED TO BE TRASH SHALL BE DISPOSED PROPERLY BY LAW, OFF SITE BY THE CONTRACTOR. R3. WHERE EXISTING WALL OPENINGS ARE INDICATED TO BE CLOSED, USE MATERIALS AND FINISHES TO MATCH EXISTING ADJACENT WHERE EXISTING WALL OPENINGS ARE INDICATED TO BE CLOSED, USE MATERIALS AND FINISHES TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES. R4. ALL EXISTING MATERIALS AND FINISHES DISTURBED OR INTERRUPTED BY THE WORK SHALL BE REPLACED OR IN-FILLED TO ALL EXISTING MATERIALS AND FINISHES DISTURBED OR INTERRUPTED BY THE WORK SHALL BE REPLACED OR IN-FILLED TO ACHIEVE UNIFORM COLOR, TEXTURE, PATTERN AND APPEARANCE TO MATCHING ADJACENT MATERIALS AND FINISHES. TRANSITIONS BETWEEN EXISTING-TO-EXISTING AND NEW-TO-EXISTING MATERIALS AND FINISHES HALL BE SEAMLESS IN APPEARANCE. R5. PATCH AND REPAIR OR REPLACE ALL EXISTING FINISHES AND MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION OR AS A PATCH AND REPAIR OR REPLACE ALL EXISTING FINISHES AND MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION OR AS A CONSTRUCTION OR AS A RESULT OF DEMOLITION OR REMOVAL OF AN ITEM. ALL REPAIR OR REPLACEMENT SHALL MATCH EXISTING ADJACENT FINISHES OR NEW WORK/FINISHES AS SCHEDULED. R6. PREPARE EXISTING WORK SUBSTRATES TO RECEIVE NEW WORK PREPARATION SHALL BE IN CONFORMANCE WITH THE MANU- PREPARE EXISTING WORK SUBSTRATES TO RECEIVE NEW WORK PREPARATION SHALL BE IN CONFORMANCE WITH THE MANU- FACTURER'S STANDARDS AND WRITTEN REQUIREMENTS FOR INSTALLATION OF EACH NEW MATERIALS. R7. AT THE DEMOLITION OF AN EXISTING ITEM, REMOVE ALL TRACES OF THE ITEM TO BE DEMOLISHED AND ITS COMPONENTS FROM AT THE DEMOLITION OF AN EXISTING ITEM, REMOVE ALL TRACES OF THE ITEM TO BE DEMOLISHED AND ITS COMPONENTS FROM THE SURFACE OF THE ROOF. STRUCTURE, ABOVE CEILING AND/OR ATTICS. AT REMOVED FASTENERS, PATCH & REPAIR ALL HOLES IN DECKS, WALLS AND/OR CEILINGS FLUSH WITH EXISTING ADJACENT SURFACES. R8. PATCH & REPAIR WORK AT EXISTING DECKS SHALL BE FLUSH WITH EXISTING ADJACENT ELEVATIONS. AREAS OF PATCH AND PATCH & REPAIR WORK AT EXISTING DECKS SHALL BE FLUSH WITH EXISTING ADJACENT ELEVATIONS. AREAS OF PATCH AND REPAIR WORK SHALL NOT TELEGRAPH THROUGH NEW FINISHES.

AutoCAD SHX Text

GENERAL RENOVATION NOTES

AutoCAD SHX Text D1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS RELATING TO THE DEMOLITION. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS RELATING TO THE DEMOLITION. D2. SEE HAZARDOUS MATERIAL, FIRE PROTECTION, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OTHER DEMOLITION SEE HAZARDOUS MATERIAL, FIRE PROTECTION, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OTHER DEMOLITION WORK REQUIRED. ANY DEMOLITION OF FIRE PROTECTION, MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT SHOWN ON ARCHITECTURAL DRAWINGS IS FOR COORDINATION ONLY. COORDINATE ALL WORK INCLUDING CAPPING AND DISCONNECTING BUILDING SERVICES SUCH AS WATER, WASTE, ELECTRIC, DUCTWORK, ETC. D3. BEFORE DEMOLITION AND THROUGHOUT CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW WITH COR ALL ITEMS BEFORE DEMOLITION AND THROUGHOUT CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW WITH COR ALL ITEMS BEING REMOVED BY THEIR TRADES. ALL ITEMS DESIGNATED DURING THIS REVIEW SHALL REMAIN VA PROPERTY, SHALL BE REMAIN VA PROPERTY, SHALL BE MAINTAINED IN GOOD CONDITION AND TURNED OVER TO THE VA. ALL ITEMS DESIGNATED TO BE REUSED AS PART OF NEW IN GOOD CONDITION AND TURNED OVER TO THE VA. ALL ITEMS DESIGNATED TO BE REUSED AS PART OF NEW CONSTRUCTION SHALL BE MAINTAINED IN USABLE CONDITION AND STORED ON SITE BY THE CONTRACTOR IN A CLEAN, DRY LOCATION UNTIL INSTALLATION. ALL TRASH SHALL BE DISPOSED PROPERLY BY LAW, OFF SITE BY THE CONTRACTOR. D4. EXISTING CONDITIONS SHOWN ON CONTRACT DOCUMENTS MAY VARY FROM ACTUAL CONDITIONS BECAUSE OF WORK PERFORMED EXISTING CONDITIONS SHOWN ON CONTRACT DOCUMENTS MAY VARY FROM ACTUAL CONDITIONS BECAUSE OF WORK PERFORMED WORK PERFORMED PRIOR TO THE CONTRACT. CONTRACTOR SHALL VERIFY ACTUAL SCOPE OF DEMOLITION PRIOR TO SUBMITTING BID. D5. PRIOR TO STARTING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING BUILDING DIMENSIONS AND PRIOR TO STARTING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING BUILDING DIMENSIONS AND CONDITIONS, INCLUDING FINISHES, MATERIALS, AND SYSTEMS SHOWN AND DESIGNATED AS EXISTING ON CONTRACT DRAWINGS. ANY DISCREPANCIES IN INFORMATION INDICATED ON CONTRACT DRAWINGS SHALL BE DIRECTED IN WRITING TO THE ATTENTION OF THE COR PRIOR TO STARTING DEMOLITION AND CONSTRUCTION. VERIFICATION OF CLEARANCES REQUIRED FOR ALL NEW EQUIPMENT, PIPING, DUCTWORK AND RELATED COMPONENTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. D6. DEMOLITION WORK SHOWN ON THE DEMOLITION CONTRACT DRAWINGS SHALL BE FOR THE AREA OF THE BUILDING RECEIVING DEMOLITION WORK SHOWN ON THE DEMOLITION CONTRACT DRAWINGS SHALL BE FOR THE AREA OF THE BUILDING RECEIVING MAJOR DEMOLITION WORK AND DOES NOT REPRESENT THE ENTIRETY OF DEMOLITION FOR THE PROJECT. REFER TO OTHER CONTRACT DRAWINGS AND DETAILS FOR ADDITIONAL DEMOLITION WORK, IF ANY, FOR EACH BUILDING OR BUILDING COMPONENT. D7. VA RESERVES THE RIGHT TO SALVAGE AND REMOVE ANY EXISTING ITEMS BEFORE THE START OF DEMOLITION WORK.VA RESERVES THE RIGHT TO SALVAGE AND REMOVE ANY EXISTING ITEMS BEFORE THE START OF DEMOLITION WORK.

AutoCAD SHX Text

GENERAL DEMOLITION NOTES

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text A1. ALL ELEVATIONS ARE REFERENCED FROM BENCHMARK- ALL ELEVATIONS ARE REFERENCED FROM BENCHMARK- SEE 512A5-GI-102 A2. REMOVE ALL WALL FLASHING AND COUNTER FLASHING REMOVE ALL WALL FLASHING AND COUNTER FLASHING WHERE ROOFING MATERIAL IS REMOVED-PATCH AND PREPARE WALL TO RECEIVE NEW WORK. A3. REMOVE ALL COPING CAPS AND/OR GRAVEL REMOVE ALL COPING CAPS AND/OR GRAVEL STOPS-PREPARE PARAPET WALL TO RECEIVE NEW WORK.

AutoCAD SHX Text

1. REMOVE ALL SURFACE MOUNTED GUTTERS AND DOWNSPOUTS. ALL COPPER GUTTERS REMOVE ALL SURFACE MOUNTED GUTTERS AND DOWNSPOUTS. ALL COPPER GUTTERS AND DOWNSPOUTS SHALL BE TURNED OVER TO THE COR.

AutoCAD SHX Text

NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD Project Director

GR/MC JS/MR/WMTRevisions: Date:

CORE CUT

HATCH

DRAIN

LADDER

CAPPED CURB

TIE-OFF POINT

SNOW GUARDS

X EXPANSION JOINT

EXIST DOWNSPOUT/LEADER/SCUPPER

SKYLIGHT

SYMBOL LEGEND

E EXHAUST FAN

SLOPE (POINT DOWN)

LIGHTNING PROTECTION

NOTE:

DIMENSIONS INDICATED WERE TAKEN AT TYPICAL LOCATIONS THROUGHOUT THE BUILDING.

VARIATIONS AND DISCREPANCIES ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL

VERIFY ALL CRITICAL DIMENSIONS BEFORE SUBMITTING PROPOSAL, PROCUREMENT OR

FABRICATION OF MATERIALS AND EQUIPMENT, AND SHALL NOTIFY THE COR OF ANY

DISCREPANCIES NOTED. DUE DILIGENCE NEGLECT BY BIDDER WILL NOT BE A JUSTIFICATION

FOR FUTURE CONTRACT MODIFICATIONS.

CONSTRUCTION

DOCUMENTS

09.30.2021

512A5-20-304

600 North Hartley Street, Suite 152 York, PA 17404

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NUMBER XXXXX, EXPIRATION DATE XX-XX-XXXX.

25H-AS-002

Building 25H

E8 AERIAL IMAGE-BUILDING 25H

NOT TO SCALE

AREA A

AREA B

AREA C

ROOF PLAN - INFORMATION

AutoCAD SHX Text

VA FORM 08 - 6231

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text F8

AutoCAD SHX Text

KEY PLAN

NOT TO SCALE

EXISTING

METAL CANOPY

EXISTING

METAL CANOPY

ROOF AREA B

PER ROOFING DIAGRAM

ROOF AREA A

PER ROOFING

DIAGRAM

EXISTING

METAL CANOPY

EXISTING

METAL CANOPY

NEW FLUID APPLIED ROOFING

SYSTEM OVER 5.25" (R30)

TAPERED POLYISO ROOFING

INSULATION AND PROTECTION

BOARD

NEW FLUID APPLIED ROOFING

SYSTEM OVER 5.25" (R30)

TAPERED POLYISO ROOFING

INSULATION AND PROTECTION

BOARD

AS303

D16

AS304

AS303

AS304

D11

AS303

STAGING AREA

EXACT LOCATION TBD

AS303

D11

AS301D10

AS301

D10

AS301

D11

AS301

DSDSDSDS

DS DS

DSDS

DS DS DS DS

DSDS

DS DS DS

(TYP.)

(TYP.)(TYP.)

NEW STANDING SEAM

METAL ROOFING SYSTEM

NEW FLUID APPLIED

ROOFING SYSTEM OVERTOP

NEW INSULATION AND

PROTECTION BOARD

25H-AS-003

Building 25H

F4 ROOF PLAN-BUILDING 25H

SCALE: 3/32" = 1'-0"N

E8 AERIAL IMAGE-BUILDING 25H

NOT TO SCALE

LEGEND

Fi le P at h

:3 9:

NOTE:

DIMENSIONS INDICATED WERE TAKEN AT TYPICAL LOCATIONS THROUGHOUT THE BUILDING.

VARIATIONS AND DISCREPANCIES ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL

VERIFY ALL CRITICAL DIMENSIONS BEFORE SUBMITTING PROPOSAL, PROCUREMENT OR

FABRICATION OF MATERIALS AND EQUIPMENT, AND SHALL NOTIFY THE COR OF ANY

DISCREPANCIES NOTED. DUE DILIGENCE NEGLECT BY BIDDER WILL NOT BE A JUSTIFICATION

FOR FUTURE CONTRACT MODIFICATIONS.

EXISTING DRAIN

EXISTING LADDER

EXISTING CAPPED CURB

DOWNSPOUT (DS)

EXISTING SKYLIGHT

SYMBOL LEGEND

EXISTING MECHANICAL UNIT

EXISTING VENT PIPING

NEW FALL PROTECTION

EXISTING ROOF HATCH

NEW SNOW GUARD

LIGHTNING PROTECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD Project Director

GR/MC JS/MR/WMTRevisions: Date:

CONSTRUCTION

DOCUMENTS

09.30.2021

512A5-20-304

600 North Hartley Street, Suite 152 York, PA 17404

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NUMBER XXXXX, EXPIRATION DATE XX-XX-XXXX.

ROOF PLAN - NEW WORK

AutoCAD SHX Text A1. CONTRACTOR SHALL PROTECT EXPOSED AREAS OF THE BUILDING TO PREVENT DAMAGE TO ANY/ALL EXISTING CONSTRUCTION CONTRACTOR SHALL PROTECT EXPOSED AREAS OF THE BUILDING TO PREVENT DAMAGE TO ANY/ALL EXISTING CONSTRUCTION PREVENT DAMAGE TO ANY/ALL EXISTING CONSTRUCTION TO REMAIN. A2. THIS DRAWING DOES NOT SHOW ALL ROOF PENETRATIONS OR EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE TO THIS DRAWING DOES NOT SHOW ALL ROOF PENETRATIONS OR EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE QUANTITY AND LOCATION OF ALL ROOF-MOUNTED EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS. SEE ARCHITECTURAL DETAILS AND MEP DRAWINGS FOR ADDITIONAL INFO. INSTALLATION OF EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS. A3. CONTRACTOR SHALL INSTALL ALL FLASHING FOR EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS PER CONTRACTOR SHALL INSTALL ALL FLASHING FOR EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS PER MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. MANUFACTURER'S STANDARD INSTALLATION REQUIREMENTS SHALL TAKE PRECEDENCE IF THERE ARE ANY DISCREPANCIES IN CONTRACT DOCUMENTS. A4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE HIGH POINT AND THE LOW POINT OF ALL ROOF SLOPES PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE HIGH POINT AND THE LOW POINT OF ALL ROOF SLOPES PRIOR TO INSTALLATION OF ANY ROOF INSULATION. THIS VERIFICATION SHALL BE INDICATED ON THE ROOF INSULATION SUBMITTAL DRAWING. A5. CONTRACTOR SHALL INSTALL NON-TAPERED ROOF INSULATION OVER LOW SLOPED ROOF DECKS THAT HAVE A SLOPE CONTRACTOR SHALL INSTALL NON-TAPERED ROOF INSULATION OVER LOW SLOPED ROOF DECKS THAT HAVE A SLOPE GREATER THAN OR EQUAL TO 1/4" PER FOOT. PONDING SHALL NOT OCCUR. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOW SLOPING ROOF DECK LOCATIONS. A6. CONTRACTOR SHALL INSTALL TAPERED ROOF INSULATION OVER FLAT ROOF DECKS AND OVER LOW SLOPED ROOF DECKS THAT CONTRACTOR SHALL INSTALL TAPERED ROOF INSULATION OVER FLAT ROOF DECKS AND OVER LOW SLOPED ROOF DECKS THAT HAVE A SLOPE LESS THAN 1/4" PER FOOT. PONDING SHALL NOT OCCUR. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY RESPONSIBLE TO VERIFY FLAT ROOF DECK LOCATIONS AND LOW SLOPING ROOF DECK LOCATIONS. A7. CRICKETS AND SADDLES SHALL HAVE A MINIMUM SLOPE OF 2 TIMES THAT OF THE PRIMARY TAPERED SYSTEM OR STRUCTURAL CRICKETS AND SADDLES SHALL HAVE A MINIMUM SLOPE OF 2 TIMES THAT OF THE PRIMARY TAPERED SYSTEM OR STRUCTURAL STRUCTURAL SLOPE. CRICKET WIDTH-TO-LENGTH RATIO SHALL BE NO LESS THAN 1:3. PONDING SHALL NOT OCCUR. A8. CONTRACTOR SHALL FURNISH AND INSTALL FIRE-RETARDANT LUMBER FOR ALL WOOD BLOCKING. CONTRACTOR SHALL FURNISH AND INSTALL FIRE-RETARDANT LUMBER FOR ALL WOOD BLOCKING. A9. CONTRACTOR SHALL FURNISH AND INSTALL ALL ROOFING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS CONTRACTOR SHALL FURNISH AND INSTALL ALL ROOFING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. A10. CONTRACTOR SHALL REMOVE EXISTING EQUIPMENT AS REQUIRED TO ALLOW ROOF FLASHING TO OCCUR IN ACCORDANCE WITH CONTRACTOR SHALL REMOVE EXISTING EQUIPMENT AS REQUIRED TO ALLOW ROOF FLASHING TO OCCUR IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. A11. EXTEND CURBS AS REQUIRED TO PROVIDE CLEARANCE IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND EXTEND CURBS AS REQUIRED TO PROVIDE CLEARANCE IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. A12. CONTRACTOR SHALL VERIFY IF BUILDING STRUCTURE OR ROOF DECK HAS FIRE PROOFING. IF FOUND, NOTIFY C.O.R. CONTRACTOR SHALL VERIFY IF BUILDING STRUCTURE OR ROOF DECK HAS FIRE PROOFING. IF FOUND, NOTIFY C.O.R. DISTRIBUTED CONTRACTOR SHALL REPLACE IN LIKE KIND.

AutoCAD SHX Text

GENERAL ROOF PLAN NOTES

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VA FORM 08 - 6231

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KEY PLAN

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1. SEE ROOF DATA INFORMATION FOR REQUIRED WORK SEE ROOF DATA INFORMATION FOR REQUIRED WORK 2. FURNISH AND INSTALL NEW PRE-FINISHED METAL GUTTERS AND DOWNSPOUTS. FURNISH AND INSTALL NEW PRE-FINISHED METAL GUTTERS AND DOWNSPOUTS. MATCH EXISTING GUTTERS AND DOWNSPOUTS SIZE. REFER TO SPECIFICATIONS FOR MATERIAL DETAILS. 3. FURNISH AND INSTALL PREFINISHED METAL COPING CAP AND GRAVEL STOPS - FURNISH AND INSTALL PREFINISHED METAL COPING CAP AND GRAVEL STOPS - MATCH EXISTING SIZE.

NOTE

REMOVE ROOFING

AND INSUL TO DECK

G . 2

D G

. 2 4H

REMOVE GUTTER

AND DOWNSPOUTS

ROOF ELEV.=41.2'

GRADE ELEV.=33.0'

ROOF ELEV.=41.2'

GRADE ELEV.=32.8'

ROOF ELEV.=41.2'

GRADE ELEV.=32.7'

ROOF ELEV.=41.2'

GRADE ELEV.=32.9'

R O

O F

G . 2

D G

. 2 4H

NEW LIQUID APPLIED

MEMBRANE RFG. SYS.

OVER SECUREROCK

COVER BD. OVER

R-30 TAPERED INSUL.

NEW LIQUID APPLIED

MEMBRANE RFG. SYS.

OVER SECUREROCK

COVER BD. OVER

R-30 TAPERED INSUL.

NEW PRE-FINISHED

GUTTER AND

DOWNSPOUTS

D10

AS305

D15

AS305

D10

AS305

D15

AS305

NEW FLUID APPLIED

ROOFING SYSTEM

REMOVE ROOFING SYSTEM

SEE ROOFING DETAIL

EXISTING DRAIN

EXISTING LADDER

EXISTING CAPPED CURB

DOWNSPOUT (DS)

EXISTING SKYLIGHT

SYMBOL LEGEND

EXISTING MECHANICAL UNIT

EXISTING VENT PIPING

NEW FALL PROTECTION

EXISTING ROOF HATCH

NEW SNOW GUARD

LIGHTNING PROTECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD Project Director

GR/MC JS/MR/WMTRevisions: Date:

CORE CUT

HATCH

DRAIN

LADDER

CAPPED CURB

TIE-OFF POINT

SNOW GUARDS

X EXPANSION JOINT

EXIST DOWNSPOUT/LEADER/SCUPPER

SKYLIGHT

SYMBOL LEGEND

E EXHAUST FAN

SLOPE (POINT DOWN)

LIGHTNING PROTECTION

NOTE:

DIMENSIONS INDICATED WERE TAKEN AT TYPICAL LOCATIONS THROUGHOUT THE BUILDING.

VARIATIONS AND DISCREPANCIES ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL

VERIFY ALL CRITICAL DIMENSIONS BEFORE SUBMITTING PROPOSAL, PROCUREMENT OR

FABRICATION OF MATERIALS AND EQUIPMENT, AND SHALL NOTIFY THE COR OF ANY

DISCREPANCIES NOTED. DUE DILIGENCE NEGLECT BY BIDDER WILL NOT BE A JUSTIFICATION

FOR FUTURE CONTRACT MODIFICATIONS.

CONSTRUCTION

DOCUMENTS

09.30.2021

512A5-20-304

600 North Hartley Street, Suite 152 York, PA 17404

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NUMBER XXXXX, EXPIRATION DATE XX-XX-XXXX.

25H-C-AS-001

Building 25H-C

E6 ROOF PLAN-DEMOLITION-BLDG 25H-C

SCALE: 3/32" = 1'-0"N

E8 AERIAL IMAGE-BUILDING 25H-C

NOT TO SCALE

E6 ROOF PLAN-NEW WORK-BLDG 25H-C

SCALE: 3/32" = 1'-0"N

LEGENDLEGEND

NEW WORK

DEMOLITION

ROOF PLAN - DEMOLITION

AND NEW WORK

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VA FORM 08 - 6231

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KEY PLAN

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GENERAL RENOVATION NOTES

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GENERAL DEMOLITION NOTES

AutoCAD SHX Text A1. CONTRACTOR SHALL PROTECT EXPOSED AREAS OF THE BUILDING TO PREVENT DAMAGE TO ANY/ALL EXISTING CONSTRUCTION CONTRACTOR SHALL PROTECT EXPOSED AREAS OF THE BUILDING TO PREVENT DAMAGE TO ANY/ALL EXISTING CONSTRUCTION PREVENT DAMAGE TO ANY/ALL EXISTING CONSTRUCTION TO REMAIN. A2. THIS DRAWING DOES NOT SHOW ALL ROOF PENETRATIONS OR EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE TO THIS DRAWING DOES NOT SHOW ALL ROOF PENETRATIONS OR EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE QUANTITY AND LOCATION OF ALL ROOF-MOUNTED EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS. SEE ARCHITECTURAL DETAILS AND MEP DRAWINGS FOR ADDITIONAL INFO. INSTALLATION OF EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS. A3. CONTRACTOR SHALL INSTALL ALL FLASHING FOR EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS PER CONTRACTOR SHALL INSTALL ALL FLASHING FOR EQUIPMENT, EQUIPMENT SUPPORTS AND PENETRATIONS PER MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. MANUFACTURER'S STANDARD INSTALLATION REQUIREMENTS SHALL TAKE PRECEDENCE IF THERE ARE ANY DISCREPANCIES IN CONTRACT DOCUMENTS. A4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE HIGH POINT AND THE LOW POINT OF ALL ROOF SLOPES PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE HIGH POINT AND THE LOW POINT OF ALL ROOF SLOPES PRIOR TO INSTALLATION OF ANY ROOF INSULATION. THIS VERIFICATION SHALL BE INDICATED ON THE ROOF INSULATION SUBMITTAL DRAWING. A5. CONTRACTOR SHALL INSTALL NON-TAPERED ROOF INSULATION OVER LOW SLOPED ROOF DECKS THAT HAVE A SLOPE CONTRACTOR SHALL INSTALL NON-TAPERED ROOF INSULATION OVER LOW SLOPED ROOF DECKS THAT HAVE A SLOPE GREATER THAN OR EQUAL TO 1/4" PER FOOT. PONDING SHALL NOT OCCUR. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOW SLOPING ROOF DECK LOCATIONS. A6. CONTRACTOR SHALL INSTALL TAPERED ROOF INSULATION OVER FLAT ROOF DECKS AND OVER LOW SLOPED ROOF DECKS THAT CONTRACTOR SHALL INSTALL TAPERED ROOF INSULATION OVER FLAT ROOF DECKS AND OVER LOW SLOPED ROOF DECKS THAT HAVE A SLOPE LESS THAN 1/4" PER FOOT. PONDING SHALL NOT OCCUR. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY RESPONSIBLE TO VERIFY FLAT ROOF DECK LOCATIONS AND LOW SLOPING ROOF DECK LOCATIONS. A7. CRICKETS AND SADDLES SHALL HAVE A MINIMUM SLOPE OF 2 TIMES THAT OF THE PRIMARY TAPERED SYSTEM OR STRUCTURAL CRICKETS AND SADDLES SHALL HAVE A MINIMUM SLOPE OF 2 TIMES THAT OF THE PRIMARY TAPERED SYSTEM OR STRUCTURAL STRUCTURAL SLOPE. CRICKET WIDTH-TO-LENGTH RATIO SHALL BE NO LESS THAN 1:3. PONDING SHALL NOT OCCUR. A8. CONTRACTOR SHALL FURNISH AND INSTALL FIRE-RETARDANT LUMBER FOR ALL WOOD BLOCKING. CONTRACTOR SHALL FURNISH AND INSTALL FIRE-RETARDANT LUMBER FOR ALL WOOD BLOCKING. A9. CONTRACTOR SHALL FURNISH AND INSTALL ALL ROOFING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS CONTRACTOR SHALL FURNISH AND INSTALL ALL ROOFING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. A10. ALL ELEVATIONS ARE REFERENCED FROM BENCHMARK- ALL ELEVATIONS ARE REFERENCED FROM BENCHMARK- SEE 512A5-GI-102 A11. CONTRACTOR SHALL REMOVE EXISTING EQUIPMENT AS REQUIRED TO ALLOW ROOF FLASHING TO OCCUR IN ACCORDANCE WITH CONTRACTOR SHALL REMOVE EXISTING EQUIPMENT AS REQUIRED TO ALLOW ROOF FLASHING TO OCCUR IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. A12. EXTEND CURBS AS REQUIRED TO PROVIDE CLEARANCE IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND EXTEND CURBS AS REQUIRED TO PROVIDE CLEARANCE IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND WRITTEN INSTRUCTIONS TO MAINTAIN WARRANTY. A13. CONTRACTOR SHALL VERIFY IF BUILDING STRUCTURE OR ROOF DECK HAS FIRE PROOFING. IF FOUND, NOTIFY C.O.R. CONTRACTOR SHALL VERIFY IF BUILDING STRUCTURE OR ROOF DECK HAS FIRE PROOFING. IF FOUND, NOTIFY C.O.R. DISTRIBUTED CONTRACTOR SHALL REPLACE IN LIKE KIND.

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GENERAL ROOF PLAN NOTES

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1. GENERAL CONTRACTOR SHALL INCLUDE 168 SF OF METAL REPLACEMENT GENERAL CONTRACTOR SHALL INCLUDE 168 SF OF METAL REPLACEMENT 2. SEE ROOF DATA INFORMATION FOR REQUIRED WORK SEE ROOF DATA INFORMATION FOR REQUIRED WORK 3. REMOVE ALL EXPOSED DOWNSPOUTS. ALL COPPER GUTTERS AND DOWNSPOUTS SHALL BE TURNED OVER TO THE COR. REMOVE ALL EXPOSED DOWNSPOUTS. ALL COPPER GUTTERS AND DOWNSPOUTS SHALL BE TURNED OVER TO THE COR. 4. INSTALL NEW PRE-FINISHED METAL GUTTERS AND DOWNSPOUTS. MATCH EXISTING GUTTERS AND DOWNSPOUTS SIZE. REFER TO INSTALL NEW PRE-FINISHED METAL GUTTERS AND DOWNSPOUTS. MATCH EXISTING GUTTERS AND DOWNSPOUTS SIZE. REFER TO GUTTERS AND DOWNSPOUTS SIZE. REFER TO SPECIFICATIONS FOR MATERIAL DETAILS.

Bu ild in g

MAIN CONDUCTOR (TYP.) .

LIGHTNING PROTECTION SYSTEM1

AIR TERMINAL (TYP.)2

GROUND ROD (TYP.) 5

DOWN CONDUCTOR (TYP.) 4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

600 North Hartley Street, Suite 152 York, PA 17404 Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD

512A5-20-304

Project Director

09.30.2021Revisions: Date:

F8 KEY PLAN

NOT TO SCALE

936 Ridgebrook Road, Sparks, MD 21152 Phone: 410-316-7800 | Fax: 410-316-7817

WWW.KCI.COM

SCALE: 3/32" = 1'-0"

8 4 0 8 16 24

25H-C-E-001

ELECTRICAL LIGHTNING

PROTECTION PLAN Building 25H-C

E6 ROOF PLAN-BUILDING 25H-C

SCALE: 3/32" = 1'-0"N

E8 AERIAL IMAGE-BUILDING 25H-C

NOT TO SCALE

DMTBRM

KEYED NOTES

INSTALL NEW COMPONENTS FOR AN ENTIRELY NEW LIGHTNING PROTECTION SYSTEM AS SHOWN.

INSTALL NEW AIR TERMINALS (STRIKE TERMINATION DEVICES) WHERE SHOWN. AIR TERMINALS SHALL BE GENTLY TAPERED SOLID, 3/8" DIA., COPPER, 24" HEIGHT, PROVIDED WITH SUPPORTS AS SHOWN IN

THE DETAILS AND PER NFPA 780.

INSTALL NEW MAIN CONDUCTORS AND CROSS-RUN CONDUCTORS TO INTERCONNECT ALL STRIKE

TERMINATION DEVICES AS SHOWN. CONDUCTORS SHALL BE NO. 29 CLASS I COPPER LIGHTNING CONDUCTOR (29 STRANDS OF 17 AWG WIRES), 95% CONDUCTIVITY WHEN ANNEALED, CORROSION

RESISTANT, PROVIDED WITH CONNECTORS AND FITTINGS AS REQUIRED IN NFPA 780.

INSTALL NEW DOWN CONDUCTORS FROM STRIKE TERMINATION DEVICES TO GROUND RODS AS

SHOWN. CONDUCTORS SHALL BE NO. 29 CLASS I COPPER LIGHTNING CONDUCTOR (29 STRANDS OF 17 AWG WIRES), 95% CONDUCTIVITY WHEN ANNEALED, CORROSION RESISTANT, PROVIDED WITH CONNECTORS AND FITTINGS AS REQUIRED IN NFPA 780. DOWN CONDUCTORS SHALL BE PROTECTED

A MINIMUM OF 6FT ABOVE GRADE LEVEL WHERE EXPOSED TO PHYSICAL DAMAGE.

INSTALL NEW GROUND ROD FOR TERMINATION OF THE DOWN CONDUCTORS AS SHOWN. GROUND

ROD SHALL BE SIZED AND INSTALLED PER THE LIGHTNING PROTECTION DETAILS. PROVIDE ONE

GROUND TEST WELL PER THE DETAILS AT ONE LOCATION FOR EACH LIGHTNING PROTECTION

SYSTEM.

THE LIGHTNING PROTECTION SYSTEM SHALL INTERCONNECT WITH ALL GROUNDED MEDIA AND

BURIED METALLIC CONDUCTORS PER NFPA 780 ARTICLE 4.14. THE CONTRACTOR SHALL LOCATE THE MAIN ELECTRICAL SERVICE GROUNDING ELECTRODE SYSTEM AND INTERCONNECT THE LIGHTNING

PROTECTION SYSTEM PER NFPA 780 REQUIREMENTS.

GENERAL NOTES

1. NO EXISTING ELECTRICAL SYSTEMS ARE KNOWN TO PENETRATE THE

ROOF. ADDITIONAL SURVEY REQUIRED TO CONFIRM.

2. THE CONTRACTOR SHALL SELECTIVELY REMOVE CIRCUITS WITHIN THE

LIMITS OF THE PROJECT SCOPE ONLY, AND EXTEND EXISTING TO REMAIN

CIRCUITS AS NECESSARY TO MAINTAIN CIRCUIT CONTINUITY.

3. NEW FALL PROTECTION ANCHORS SHALL BE CONSIDERED UNGROUNDED

METAL BODIES PER NFPA 780, AND ARE NOT REQUIRED TO BE BONDED

TO THE LIGHTNING PROTECTION SYSTEM.

4. REFER TO SPECIFICATION SECTION 264100 FOR UL CERTIFICATION AND

TESTING REQUIREMENTS.

5. CONTRACTOR SHALL INSTALL NEW TYPE 2 SURGE PROTECTIVE DEVICE

(SPD) AT EXISTING ELECTRICAL SERVICE DISCONNECT. REFER TO

SPECIFICATIONS FOR REQUIREMENTS. REFER TO DETAIL ON SHEET E-501

FOR INSTALLATION DETAILS.

6. PRIOR TO PERFORMING ANY UNDERGROUND WORK, THE CONTRACTOR

SHALL CALL MISS UTILITY TO TRACE OUT ALL UTILITIES IN THE AREA. THE

CONTRACTOR SHALL CONTRACT WITH A THIRD PARTY UTILITY LOCATOR

TO CONFIRM ALL UTILITIES AND STRUCTURES IN THE AREA OF WORK.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE AND ALL

COSTS ASSOCIATED WITH AND AS A RESULT OF THE CONTRACTOR'S

INSTALLATION.

9/30/21

Bu ild in g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

600 North Hartley Street, Suite 152 York, PA 17404 Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD

512A5-20-304

Project Director

09.30.2021Revisions: Date:

F8 KEY PLAN

NOT TO SCALE

936 Ridgebrook Road, Sparks, MD 21152 Phone: 410-316-7800 | Fax: 410-316-7817

WWW.KCI.COM

SCALE: 3/32" = 1'-0"

8 4 0 8 16 24

25H-C-M-001

MECHANICAL EQUIPMENT

AND PIPING ROOF PLAN Building 25H-C

E6 ROOF PLAN-BUILDING 25H-C

SCALE: 3/32" = 1'-0" N

E8 AERIAL IMAGE-BUILDING 25H-C

NOT TO SCALE

DCLELS

GENERAL NOTES

1. REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED REPAIRS TO

ROOFING SYSTEM(S).

2. EXISTING HVAC AND PLUMBING SYSTEMS INDICATED ARE BASED ON

AERIAL IMAGES AND GROUND BASED VISUAL INSPECTION. NO EXISTING

HVAC OR PLUMBING SYSTEMS ARE KNOWN TO PENETRATE THE ROOF.

ROOFING CONTRACTOR TO CONFIRM PRIOR TO START OF WORK.

3. ALL BUILDINGS ARE TO BE CONSIDERED OCCUPIED. ALL WORK ON

BUILDING SYSTEMS SHALL BE COMPLETED ON OFF SHIFTS AND/OR

WEEKENDS/HOLIDAYS. SCHEDULE ALL WORK WITH THE COR OR CO IN

ADVANCE.

9/21/2021

LIGHTNING PROTECTION SYSTEMS3

DOWN CONDUCTOR (TYP.) 6

GROUND ROD (TYP.) 8

AIR TERMINAL (TYP.) 4

MAIN CONDUCTOR (TYP.) 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

600 North Hartley Street, Suite 152 York, PA 17404 Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD

512A5-20-304

Project Director

09.30.2021Revisions: Date:

F8 KEY PLAN

NOT TO SCALE

936 Ridgebrook Road, Sparks, MD 21152 Phone: 410-316-7800 | Fax: 410-316-7817

WWW.KCI.COM

SCALE: 3/32" = 1'-0"

8 4 0 8 16 24

25H-E-001

ELECTRICAL LIGHTNING

PROTECTION PLAN Building 25H

F4 ROOF PLAN-BUILDING 25H

SCALE: 3/32" = 1'-0"N

E8 AERIAL IMAGE-BUILDING 25H

NOT TO SCALE

DMTBRM

KEYED NOTES

EXISTING MECHANICAL EQUIPMENT ON FLAT ROOF TO REMAIN. PROVIDE FLASHING AS REQUIRED FOR APPLICATION OF ROOFING MATERIAL AROUND ALL CONDUITS AND ELECTRICAL DEVICES ASSOCIATED

WITH THE EQUIPMENT.

EXISTING MECHANICAL EQUIPMENT ON GABLED ROOF. EXTEND ELECTRICAL CONDUIT AND WIRING AS REQUIRED WHERE EQUIPMENT IS RAISED FROM EXISTING POSITION. CONDUIT AND WIRING TO MATCH

EXISTING SIZE AND QUANTITY.

INSTALL NEW COMPONENTS FOR AN ENTIRELY NEW LIGHTNING PROTECTION SYSTEM AS SHOWN.

INSTALL NEW AIR TERMINALS (STRIKE TERMINATION DEVICES) WHERE SHOWN. AIR TERMINALS SHALL BE GENTLY TAPERED SOLID, 3/8" DIA., COPPER, 24" HEIGHT, PROVIDED WITH SUPPORTS AS SHOWN IN THE

DETAILS AND PER NFPA 780.

INSTALL NEW MAIN CONDUCTORS AND CROSS-RUN CONDUCTORS TO INTERCONNECT ALL STRIKE

TERMINATION DEVICES AS SHOWN. CONDUCTORS SHALL BE NO. 29 CLASS I COPPER LIGHTNING CONDUCTOR (29 STRANDS OF 17 AWG WIRES), 95% CONDUCTIVITY WHEN ANNEALED, CORROSION

RESISTANT, PROVIDED WITH CONNECTORS AND FITTINGS AS REQUIRED IN NFPA 780.

INSTALL NEW DOWN CONDUCTORS FROM STRIKE TERMINATION DEVICES TO GROUND RODS AS SHOWN.

CONDUCTORS SHALL BE NO. 29 CLASS I COPPER LIGHTNING CONDUCTOR (29 STRANDS OF 17 AWG WIRES), 95% CONDUCTIVITY WHEN ANNEALED, CORROSION RESISTANT, PROVIDED WITH CONNECTORS AND FITTINGS AS REQUIRED IN NFPA 780. DOWN CONDUCTORS SHALL BE PROTECTED A MINIMUM OF 6FT

ABOVE GRADE LEVEL WHERE EXPOSED TO PHYSICAL DAMAGE.

INSTALL NEW BONDING CONDUCTORS TO INTERCONNECT METALLIC BODIES ON THE ROOF TO THE LIGHTNING PROTECTION SYSTEM. BONDING CONDUCTORS SHALL BE #6 AWG BARE COPPER CLASS I LIGHTNING CONDUCTOR, 95% CONDUCTIVITY WHEN ANNEALED, CORROSION RESISTANT, PROVIDED WITH CONNECTORS AND FITTINGS AS REQUIRED IN NFPA 780. PROVIDE FASTENERS AND SUPPORTS

REQUIRED TO BOND TO THE EQUIPMENT SHOWN.

INSTALL NEW GROUND ROD FOR TERMINATION OF THE DOWN CONDUCTORS AS SHOWN. GROUND ROD SHALL BE SIZED AND INSTALLED PER THE LIGHTNING PROTECTION DETAILS. PROVIDE ONE GROUND

TEST WELL PER THE DETAILS AT ONE LOCATION FOR EACH LIGHTNING PROTECTION SYSTEM.

THE LIGHTNING PROTECTION SYSTEM SHALL INTERCONNECT WITH ALL GROUNDED MEDIA AND BURIED METALLIC CONDUCTORS PER NFPA 780 ARTICLE 4.14. THE CONTRACTOR SHALL LOCATE THE MAIN

ELECTRICAL SERVICE GROUNDING ELECTRODE SYSTEM AND INTERCONNECT THE LIGHTNING

PROTECTION SYSTEM PER NFPA 780 REQUIREMENTS.

GENERAL NOTES

1. EXISTING ELECTRICAL SYSTEMS INDICATED ARE BASED ON AERIAL

IMAGES. ADDITIONAL SURVEY REQUIRED TO CONFIRM.

2. THE CONTRACTOR SHALL SELECTIVELY REMOVE CIRCUITS WITHIN THE

LIMITS OF THE PROJECT SCOPE ONLY, AND EXTEND EXISTING TO REMAIN

CIRCUITS AS NECESSARY TO MAINTAIN CIRCUIT CONTINUITY.

3. NEW FALL PROTECTION ANCHORS SHALL BE CONSIDERED UNGROUNDED

METAL BODIES PER NFPA 780, AND ARE NOT REQUIRED TO BE BONDED

TO THE LIGHTNING PROTECTION SYSTEM.

4. REFER TO SPECIFICATION SECTION 264100 FOR UL CERTIFICATION AND

TESTING REQUIREMENTS.

5. CONTRACTOR SHALL INSTALL NEW TYPE 2 SURGE PROTECTIVE DEVICE

(SPD) AT EXISTING ELECTRICAL SERVICE DISCONNECT. REFER TO

SPECIFICATIONS FOR REQUIREMENTS. REFER TO DETAIL ON SHEET E-501

FOR INSTALLATION DETAILS.

6. PRIOR TO PERFORMING ANY UNDERGROUND WORK, THE CONTRACTOR

SHALL CALL MISS UTILITY TO TRACE OUT ALL UTILITIES IN THE AREA. THE

CONTRACTOR SHALL CONTRACT WITH A THIRD PARTY UTILITY LOCATOR

TO CONFIRM ALL UTILITIES AND STRUCTURES IN THE AREA OF WORK.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE AND ALL

COSTS ASSOCIATED WITH AND AS A RESULT OF THE CONTRACTOR'S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

600 North Hartley Street, Suite 152 York, PA 17404 Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD

512A5-20-304

Project Director

09.30.2021Revisions: Date:

F8 KEY PLAN

NOT TO SCALE

936 Ridgebrook Road, Sparks, MD 21152 Phone: 410-316-7800 | Fax: 410-316-7817

WWW.KCI.COM

SCALE: 3/32" = 1'-0"

8 4 0 8 16 24

25H-M-001

MECHANICAL EQUIPMENT

AND PIPING ROOF PLAN Building 25H

F4 ROOF PLAN-BUILDING 25H

SCALE: 3/32" = 1'-0" N

E8 AERIAL IMAGE-BUILDING 25H

NOT TO SCALE

DCLELS

KEYED NOTES

EXISTING ROOFTOP EQUIPMENT ON FLAT ROOF TO REMAIN. PROVIDE

FLASHING AS REQUIRED FOR APPLICATION OF ROOFING MATERIAL.

EXISTING ROOFTOP HVAC EQUIPMENT ON GABLED ROOF. EXTEND

CURB AS AS REQUIRED TO RAISE EQUIPMENT A MINIMUM OF 12

INCHES ABOVE NEW METAL ROOF. REFER TO DETAIL ON SHEET M-501

FOR TYPICAL CURB INSTALLATION; CONTRACTOR TO MODIFY AS

REQUIRED FOR EACH LOCATION. CONTRACTOR SHALL SUBMIT CURB

DETAIL FOR APPROVAL BY THE VA COR OR CO PRIOR TO

MODIFICATIONS.

EXISTING PIPING THROUGH GABLED ROOF. EXTEND AS REQUIRED TO

RAISE RAISE PIPE OUTLET A MINIMUM OF 12 INCHES ABOVE NEW

METAL ROOF. REFER TO DETAIL ON SHEET M-501 FOR TYPICAL

INSTALLATION; CONTRACTOR TO MODIFY AS REQUIRED FOR EACH

LOCATION. CONTRACTOR SHALL SUBMIT DETAIL FOR APPROVAL BY

THE VA COR OR CO PRIOR TO MODIFICATIONS.

GENERAL NOTES

1. REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED REPAIRS TO

ROOFING SYSTEM(S).

2. EXISTING HVAC AND PLUMBING SYSTEMS INDICATED ARE BASED ON

AERIAL IMAGES AND GROUND BASED VISUAL INSPECTION. ROOFING

CONTRACTOR TO CONFIRM PRIOR TO START OF WORK.

3. ALL BUILDINGS ARE TO BE CONSIDERED OCCUPIED. ALL WORK ON

BUILDING SYSTEMS SHALL BE COMPLETED ON OFF SHIFTS AND/OR

WEEKENDS/HOLIDAYS. SCHEDULE ALL WORK WITH THE COR OR CO IN

ADVANCE.

EF 1EF 1

EF 1

VTR 2

VTR 2 EF 1

VTR 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

600 North Hartley Street, Suite 152 York, PA 17404 Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD

512A5-20-304

Project Director

09.30.2021Revisions: Date:

F8 KEY PLAN

NOT TO SCALE

936 Ridgebrook Road, Sparks, MD 21152 Phone: 410-316-7800 | Fax: 410-316-7817

WWW.KCI.COM

82H-M-001

MECHANICAL EQUIPMENT

AND PIPING ROOF PLAN Building 82H

E4 ROOF PLAN-BUILDING 82H

SCALE: 3/32" = 1'-0" N

E8 AERIAL IMAGE-BUILDING 82H

NOT TO SCALE

GENERAL NOTES

1. EXISTING HVAC AND PLUMBING SYSTEMS INDICATED ARE BASED ON

AERIAL IMAGES. ADDITIONAL SURVEY REQUIRED TO CONFIRM.

2. ALL BUILDINGS ARE TO BE CONSIDERED OCCUPIED. ALL WORK ON

BUILDING SYSTEMS SHALL BE COMPLETED ON OFF SHIFTS AND/OR

WEEKENDS/HOLIDAYS. SCHEDULE ALL WORK WITH THE COR OR CO IN

ADVANCE.

KEYED NOTES

EXISTING ROOFTOP HVAC EQUIPMENT ON GABLED ROOF. EXTEND

CURB AS AS REQUIRED TO RAISE EQUIPMENT A MINIMUM OF 12

INCHES ABOVE NEW METAL ROOF. REFER TO DETAIL ON SHEET M-501

FOR TYPICAL CURB INSTALLATION; CONTRACTOR TO MODIFY AS

REQUIRED FOR EACH LOCATION. CONTRACTOR SHALL SUBMIT CURB

DETAIL FOR APPROVAL BY THE VA COR OR CO PRIOR TO

MODIFICATIONS.

EXISTING PIPING THROUGH GABLED ROOF. EXTEND AS REQUIRED TO

RAISE RAISE PIPE OUTLET A MINIMUM OF 12 INCHES ABOVE NEW

METAL ROOF. REFER TO DETAIL ON SHEET M-501 FOR TYPICAL

INSTALLATION; CONTRACTOR TO MODIFY AS REQUIRED FOR EACH

LOCATION. CONTRACTOR SHALL SUBMIT DETAIL FOR APPROVAL BY

THE VA COR OR CO PRIOR TO MODIFICATIONS.

DCLELS

SCALE: 3/32" = 1'-0"

8 4 0 8 16 24

'-6

'-8

'-0

34'-8"47'-4"47'-4"34'-8"

'-8

'-0

'-8

'-6

34'-8" 37'-4" 8'-6" 38'-8" 8'-6" 37'-4" 34'-8"

8'- 0"

11'-2"

11'-2"11'-2"

11'-2"

'-8

2'- 8"

8'- 0"

2'- 8"

35'-8"

ROOF HATCH

RAIL

W/ GATE

MECHANICAL ROOM ROOF:

CONCRETE RIB DECK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

600 North Hartley Street, Suite 152 York, PA 17404 Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD

512A5-20-304

Project Director

09.30.2021 JK CKRevisions: Date:

NOTE:

QPROQ ENGINEERING, INC.

A VETERAN-OWNED SMALL BUSINESS

ROOF ANCHORS/FRAMING

25H-SF-001

Building 25H

H H

ROOF AREA A

PER ROOFING DIAGRAM

EXISTING CANOPY

EXISTING METAL

BRICK CHIMNEY

EXISTING METAL

EXISTING SHINGLE

RFG TO REMAIN, U.N.O.

ROOF ELEV.=48.8'

LOWER ROOF ELEV.=46.9'

RIDGELINE ELEV.=59.1'

RIDGELINE ELEV.=59.1' RIDGELINE

ELEV.=54.4'

RIDGELINE

ELEV.=54.4'

FLAT ROOF

ELEV.=36.1'

FLAT ROOF

ELEV.=55.0'

ROOF ELEV.=48.8'

LOWER ROOF ELEV.=36.1'

ROOF ELEV.=36.1'

GRADE ELEV.=20.6'

ROOF ELEV.=48.8'

LOWER ROOF ELEV.=36.1'

ROOF ELEV.=36.1'

GRADE ELEV.=20.5'

ROOF ELEV.=46.9'

GRADE ELEV.=21.5'

ROOF ELEV.=46.9'

GRADE ELEV.=21.5

ROOF ELEV.=46.9'

GRADE ELEV.=20.5'

ROOF ELEV.=46.9'

GRADE ELEV.=20.2'

ROOF ELEV.=46.9'

GRADE ELEV.=20.0'

ROOF ELEV.=46.9'

GRADE ELEV.=20.4'

ROOF ELEV.=48.8'

LOWER ROOF ELEV.=46.9'

GRADE ELEV.=21.6'

ROOF ELEV.=48.8'

GRADE ELEV.=21.6'

ROOF ELEV.=46.9'

GRADE ELEV.=21.6'

RIDGELINE ELEV.=46.2'

ROOF ELEV.=39.0'

LOWER ROOF ELEV.=36.1'

GRADE ELEV.=22.0'

ROOF ELEV.=46.9'

LOWER ROOF=39.0'

ROOF ELEV.=46.9'

GRADE ELEV.=20.6'

ROOF ELEV.=48.8'

GRADE ELEV.=20.6'

ROOF ELEV.=39.0'

GRADE ELEV.=22.2'

ROOF ELEV.=46.9'

GRADE ELEV.=20.4'

ROOF ELEV.=46.9'

GRADE ELEV.=20.4'

ROOF ELEV.=46.9'

GRADE ELEV.=20.4'

ROOF ELEV.=46.9'

GRADE ELEV.=20.4'

ROOF ELEV.=36.1'

GRADE ELEV.=22.1'

ROOF ELEV.=36.1'

GRADE ELEV.=22.1'

G R

ROOF ELEV.=36.1'

GRADE ELEV.=22.1'

ROOF ELEV.=46.9'

LOWER ROOF ELEV.=39.0'

ROOF ELEV.=39.0'

GRADE ELEV.=22.0'

ROOF ELEV.=39.0'

GRADE ELEV.=22.0'

ROOF ELEV.=46.9'

GRADE ELEV.=20.9'

ROOF ELEV.=46.9'

GRADE ELEV.=20.2'

ROOF ELEV.=46.9'

GRADE ELEV.=20.0'

ROOF ELEV.=46.9'

GRADE ELEV.=20.2'

ROOF ELEV.=48.8'

LOWER ROOF ELEV.=46.9'ROOF ELEV.=46.9'

GRADE ELEV.=20.4'

ROOF ELEV.=46.9'

GRADE ELEV.=20.6'

ROOF ELEV.=46.9'

GRADE ELEV.=20.5'

ROOF ELEV.=46.9'

GRADE ELEV.=20.5'

ROOF ELEV.=46.9'

GRADE ELEV.=21.1'

ROOF ELEV.=46.9'

GRADE ELEV.=21.1' ROOF ELEV.=48.8'

LOWER ROOF ELEV.=46.9'

GRADE ELEV.=20.9'

STAGING AREA

EXACT…

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File details come from the government source that posted it. Updated Apr 12, 2023.