23H-AS-001- 4-20-23.pdf

REMOVE EXISTING RFG AND

INSUL TO DECK.

REMOVE EXISTING RFG AND

INSUL TO METAL DECK.

ROOF ELEV.=84.0'

GRADE ELEV.=29.7'

ROOF ELEV.=84.0'

GRADE ELEV.=29.7'

ROOF ELEV.=82.3'

GRADE ELEV.=29.4'

ROOF ELEV.=82.3'

GRADE ELEV.=32.0'

ROOF ELEV.=96.5'

GRADE ELEV.=32.4'

ROOF ELEV.=96.5'

GRADE ELEV.=32.0'

ROOF ELEV.=96.5'

LOWER ROOF ELEV.=82.4'

GRADE ELEV.=32.0'

ROOF ELEV.=82.4'

GRADE ELEV.=30.8'

ROOF ELEV.=82.4'

GRADE ELEV.=31.8'

ROOF ELEV.=84.1'

GRADE ELEV.=30.4'

ROOF ELEV.=84.1'

LOWER ROOF ELEV.=51.0'

GRADE ELEV.=30.3'

ROOF ELEV.=84.1'

LOWER ROOF ELEV.=82.4'

GRADE ELEV.=30.5'

ROOF ELEV.=110.0'

LOWER ROOF ELEV.=96.5'

GRADE ELEV.=32.3'

R

ID

G E

LI

N

E E

LE

V

9.

3'

R O

O F

LI

N

E E

LE

V

0.

0'

R O

O F

LI

N

E E

LE

V

0.

0'

ROOF ELEV.=110.0'

LOWER ROOF ELEV.=96.5'

GRADE ELEV.=32.1'

ROOF ELEV.=96.5''

LOWER ROOF ELEV.=82.3'

GRADE ELEV.=32.5'

REPAIR WET INSUL. WITH

IN KIND MATERIALS

REPAIR WET INSUL. WITH

IN KIND MATERIALS

REPAIR WET INSUL. WITH

IN KIND MATERIALS

REPAIR WET INSUL. WITH

IN KIND MATERIALS

STAGING AREA

EXACT LOCATION TBD

ROOF ELEV.=88.0'

LOWER ROOF ELEV.=84.0'

GRADE ELEV.=29.3'

ROOF ELEV.=51.0'

GRADE ELEV.=23.6'

ROOF ELEV.=42.0'

LOWER ROOF ELEV.=39.4'

GRADE ELEV.=30.8'

ROOF ELEV.=88.0'

LOWER ROOF ELEV.=82.3'

GRADE ELEV.=29.5'

ROOF ELEV.=42.0'

GRADE ELEV.=29.9'

ROOF ELEV.=42.0'

GRADE ELEV.=29.7'

ROOF ELEV.=42.0'

GRADE ELV.=30.5'

ROOF ELEV.=41.0'

GRADE ELEV.=29.9'

ROOF ELEV.=42.0'

GRADE ELEV.=29.9'

ROOF ELEV.=42.0'

LOWER ROOF ELEV.=41.0'

ROOF ELEV.=42.0'

LOWER ROOF ELEV.=41.0'

R O

O F

E

LE

V

.5

ROOF ELEV.=90.0'

LOWER ROOF ELEV.=42.0'

LOWEST ROOF ELEV.=41.0'

ROOF ELEV.=90.0'

LOWER ROOF ELEV.=51.0'

ROOF ELEV.=110.0'

LOWER ROOF ELEV.=90.0'

LOWEST ROOF ELEV.=51.0'

ROOF ELEV.=110.0'

LOWER ROOF ELEV.=95.6'

LOWER ROOF ELEV.=90.0'

LOWEST ROOF ELEV.=41.5'

ROOF ELEV.=90.0'

LOWER ROOF ELEV.=41.5'

GRADE ELEV.=30.6''

FLAT ROOF ELEV.=90.0'

ROOF ELEV.=41.0'

FLAT ROOF ELEV.=42.0'

GRADE ELEV.=30.6'

R O

O F

E

LE

V

.0

ROOF ELEV.=49.3'

FLAT ROOF ELEV.=88.0'

FLAT ROOF ELEV.=82.3'

R O

O F

E

LE

V

.6

R O

O F

E

LE

V

.6

FLAT ROOF ELEV.=82.4'

ROOF ELEV.=84.1'

LOWER ROOF ELEV.=82.4'

LOWEST ROOF ELEV.=51.0'

R O

O F

E

LE

V

.0

ROOF ELEV.=51.0'

LOWER ROOF ELEV.=42.0'

LOWEST ROOF ELEV.=39.4'

ROOF ELEV.=41.0'

GRADE ELEV.=30.3'

ROOF ELEV.=41.0'

GRADE ELEV.=30.4'

ROOF ELEV.=41.5'

GRADE ELEV.=30.4''

NO WORK ON THIS ROOF

REMOVE ROOFING SYSTEM

SEE ROOFING DETAIL

REMOVE AREAS OF WET

INSULATION DOWN TO DECK

23H-AS-001

Building 23H

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

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

Stewart C. Cluck 717.850.2515

PATIENT BUILDING ROOF

REPLACEMENT

VAMC Perry Point, MD Project Director

GR/MC JS/MR/WMTRevisions: Date:

C

H

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.

F4 ROOF PLAN-BUILDING 23H

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

N

LEGEND

E8 AERIAL IMAGE-BUILDING 23H

NOT TO SCALE

'-1

1 3 /8"

55'-11"

'-0

26'-1" 18'-0" 20'-9 3/4"

'-1

1 3 /8"

56'-0"

100'-0"82'-3 5/8"100'-0"

4'- 5 7

/8"

ROOF PLAN - DEMOLITION

AMENDMENT NO. 1 - ROOF CLARIFICATIONS (ADJUSTED WET ROOF LOCATIONS) 04/13/2023

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 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 CONTRACTOR IS RESPONSIBLE FOR REVIEWING WITH THE THE COR ALL ITEMS REQUIRING REMOVAL BEFORE 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 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 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 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 PATCH AND REPAIR OR REPLACE ALL EXISTING FINISHES AND MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION OR AS A RESULT OF DEMOLITION OR REMOVAL OF AN ITEM. ALL REPAIR OR 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 PREPARE EXISTING WORK SUBSTRATES TO RECEIVE NEW WORK PREPARATION SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'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 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. 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

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.A4. GENERAL CONTRACTOR INCLUDE REPLACING 2575 OF 2" GENERAL CONTRACTOR INCLUDE REPLACING 2575 OF 2" POLYISOCYANURATE RIGID INSULATION