S02 Architectural Drawings.pdf

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL NOTES & LEGEND CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-001

B1, B20, B28

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

GENERAL SYMBOLS

ROOF DRAIN

VENT PIPE

VENTILATION HOOD WITH CURB

X ROOF LEGEND KEY

X KEYED NOTE

ROOF OR SMOKE HATCH

RF SITE SAFETY PLAN:

1. MULTIPLE WIRELESS CARRIERS OPERATE RADIO FREQUENCY (RF) EQUIPMENT ON THIS SITE INCLUDING TRANSMITTING

ANTENNAS ON THE CENTER PENTHOUSE AND NORTHEAST WING OF THE BUILDING. WORK IS REQUIRED ON THE ROOFTOP NEAR THE T-MOBILE OR AT&T MOBILITY, LLC ANTENNAS. CONTACT T-MOBILE AT 1-877-611-5868 OR AT&T MOBILITY, LLC AT 1-800-638-2822 AND REQUEST THAT THE APPROPRIATE ANTENNA SECTORS BE SHUT DOWN. THE DEACTIVATION OF THE CARRIER’S TRANSMITTERS MAY TAKE UP TO 7 DAYS AND SHOULD BE PLANNED AT LEAST 2 WEEKS IN ADVANCE OF ANY SCHEDULED WORK. EMERGENCY WORK SHOULD BE COORDINATED AS SOON AS POSSIBLE.

OTHER CARRIER ANTENNAS ARE CO-LOCATED ON THE SITE AS WELL. ANYONE NEEDING TO PERFORM WORK OR

ACCESS THE PENTHOUSE MUST COORDINATE WITH THE OTHER OPERATORS AS WELL.

GENERAL NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT WITH THE SUB-CONTRACTORS, TO

PROVIDE A COMPLETE AND FINISHED PROJECT.

2. THIS FACILITY IS OCCUPIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS AND MEANS OF

CONSTRUCTION AND SHALL BE RESPONSIBLE TO THE VA COR FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROTECT THE OCCUPANTS, VISITORS AND CUSTOMERS FROM THE HAZARDS OF CONSTRUCTION.

3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS.

4. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS.

5. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CONTRACTORS SKILLED IN

THEIR RESPECTIVE TRADES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING HIS OWN WORKMANSHIP TO THE

EXTENT THAT SATISFIES THE VA COR.

7. THE CONTRACTOR, AND VA COR SHALL BE RESPONSIBLE FOR SPECIFICATIONS OF ALL MATERIALS NOT SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE SELECTION OF ALL COMPONENT COLORS, MODEL NUMBERS, SIZES, ETC. OF ALL BUILDING ELEMENTS WITH THE VA COR BEFORE

ORDERING MATERIALS.

8. ALL WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A MANUFACTURER FOR A LONGER PERIOD OF TIME SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL PAYMENT TO THE

CONTRACTOR.

9. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS, NO ADDITIONAL PAYMENT WILL BE MADE FOR

FAILURE TO ACCOUNT FOR OBSERVABLE CONDITIONS.

10. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST, SMOKE, FUMES, ETC., THROUGHOUT THE BUILDING AND NEIGHBORHOOD. PROTECT ALL AIR INTAKES WITH CHARCOAL FILTERS FOR ROOF

APPLICATIONS.

11. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES INCLUDING, ADEQUATE LIGHTING, WATER, TOILETS, POWER, HEAT, ETC. AS REQUIRED FOR WORKMAN, MATERIAL INSTALLATION, WORK PROTECTION, ETC. OR AS

DISCUSSED AND ALLOWED BY THE VA COR.

12. THE CONTRACTOR SHALL PROVIDE THE VA COR A COMPLETE MAINTENANCE & OPERATIONAL INSTRUCTIONS IN BOTH

WRITTEN & VERBAL FORM FOR ALL CONTRACTOR PROVIDED EQUIPMENT.

13. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTIFY THE VA COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD CONDITIONS SHOWN ON THE DRAWINGS IN A TIMELY MANNER.

14. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL FEDERAL CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, THE INTERNATIONAL ENERGY CONSERVATION CODE, THE INTERNATIONAL BUILDING CODE, AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) WHETHER OR

NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.

15. THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING FACILITY HAS THE POTENTIAL OF HAVING OTHER

CONSTRUCTION PROJECTS GOING ON AT THE SAME TIME. COORDINATE WITH VA COR.

16. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL MATERIAL DELIVERIES WITH VA COR AND VA STAFF IN CHARGE OF THE LOADING DOCK. NO CONTRACTOR MATERIAL WILL BE STORED ON OR AROUND LOADING DOCK UNLESS

AUTHORIZED BY THE VA COR. THE VA WILL NOT RECEIVE CONTRACTOR MATERIAL.

17. CONTRACTOR TO PROVIDE MULTIPLE CHUTES TO CONVEY CONSTRUCTION WASTE FROM THIRD FLOOR ROOF DOWN TO GROUND LEVEL. CONTRACTOR TO PROVIDE TEMPORARY WASTE RECEPTACLES UNDER OUTPUT OF CHUTES TO TRANSPORT WASTE BETWEEN CHUTES AND DUMPSTER. PROTECT ALL AREAS THAT TEMPORARY WASTE RECEPTACLES TRAVERSE. WASTE SHALL NOT PILE UP ON LOWER ROOFS OR GROUND. IMMEDIATELY RELOCATE WASTE TO

DUMPSTER. NO CHUTES ARE ALLOWED FOR ASBESTOS CONTAINING MATERIAL.

18. STOCK PILING OF NEW ROOFING MATERIALS ON EXISTING AND NEW ROOF AREAS IS NOT PERMITTED.

19. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED AND FIRE RETARDANT WITH STAMP SHOWN.

20. CONTRACTOR TO REVIEW AND LOCATE ALL DUMPSTER LOCATIONS WITH VA COR PRIOR TO START OF WORK.

CONTRACTOR TO PLACE ALL DUMPSTERS WITHIN 10 FEET OF A BUILDING. COORDINATE DUMPSTER LOCATION WITH VA COR WHEN THIS IS NOT POSSIBLE. ANY DUMPSTER WITHIN 20 FEET OF A BUILDING WILL REMAIN COVERED WHEN NOT IN USE. CONTRACTOR SHALL USE TEMPORARY MARKINGS AND SIGNAGE TO INDICATE DUMPSTER PLACEMENT.

21. CONTRACTOR TO PROVIDE FIRE PREVENTION PLAN TO VA COR FOR REVIEW AND APPROVAL.

22. IF A SAFETY SYSTEM IS OUT OF SERVICE FOR MORE THAN (4) HOURS OR A SITUATION OCCURS THAT EFFECTS SAFETY

TO PATIENT OR THE HOSPITAL FOR MORE THAN (4) HOURS, THE CONTRACTOR IS TO NOTIFY VA COR A MINIMUM OF 48

HOURS IN ADVANCE TO COORDINATE INTERIM LIFE SAFETY MEASURES (ILSM).

23. ALL HOT WORK SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR TIME IN REGARDS TO FIRE WATCHES.

24. ROOF AREAS DESIGNATED AS NIC ARE NOT IN CONTRACT.

25. IF CONTRACTOR ENCOUNTERS MECHANICAL EQUIPMENT PREVIOUSLY ABANDONED IN PLACE, COORDINATE REMOVAL

AND ROOF REPAIR WITH THE COR ON A CASE BY CASE BASIS.

AREA BOUNDARY

GENERAL DEMOLITION NOTES:

1. WIRELESS CARRIER'S RF EMITTING EQUIPMENT DIRECTLY AFFECTING REROOFING OPERATIONS AND REQUIRING

TEMPORARY SHUTDOWN, RELOCATION AND RE-START ARE NOTED ON THE DRAWINGS. REFER TO THE RF SITE SAFETY PLAN NOTE ON THIS DRAWING. FOR ALL OTHER EQUIPMENT NOT DIRECTLY AFFECTING REROOFING OPERATIONS, TAKE ALL SAFETY PRECAUTIONS WORKING AROUND THE EQUIPMENT AS IDENTIFIED AND IN ACCORDANCE WITH THE

SPECIFICATIONS, RF SITE COMPLIANCE REPORT.

2. EXISTING MECHANICAL EQUIPMENT, VENTS, PIPING, CONDUIT, EXHAUSTS, DUCTWORK SHALL EITHER BE LEFT IN PLACE OR TEMPORARILY RELOCATED FOR DEMOLITION/RE-ROOFING/FLASHINGS WORK TO BE EXECUTED IN ACCORDANCE WITH THE DETAILS PROVIDED. ELECTRICAL AND MECHANICAL EQUIPMENT REQUIRING TEMPORARY SHUTDOWN AND RE-START SHALL BE NOTED ON THE EQUIPMENT SCHEDULES PROVIDED ON DRAWINGS. COORDINATE THOSE

SHUTDOWNS WITH THE BUFFALO VA.

3. REMOVE ALL EXISTING ROOFING MATERIALS AT EACH ROOF AREA AS IDENTIFIED IN THE EXISTING ROOF TYPES ON EACH DEMOLITION PLAN, DOWN TO THE EXISTING ROOF DECK. REMOVALS SHALL INCLUDE ALL BASE FLASHINGS, METAL FLASHINGS AND OTHER MATERIALS ASSOCIATED WITH THE ROOF AND IN ACCORDANCE WITH THE DETAILS.

4. REFER TO HAZARDOUS REMOVAL DOCUMENTS FOR ANY ROOFING MATERIAL REMOVALS ASSOCIATED WITH THAT

WORK.

5. REMOVE ADHESIVES, ASPHALT, AND OTHER MATERIALS DOWN TO THE DECK, TO PROVIDE A UNIFORM, EVEN

SUBSTRATE IN ACCORDANCE WITH GOOD PRACTICE AND NRCA INDUSTRY STANDARDS.

6. VISUALLY INSPECT THE SURFACE WITH THE OWNER AND ARCHITECT TO DETERMINE AREAS OF THE EXISTING DECK IN NEED OF REPAIR UNDER THE UNIT PRICE PROVIDED IN THE BID PROPOSAL. ASSIST AND COOPERATE WITH THE OWNER

IN THE APPROVAL OF ADDITIONAL UNIT PRICE REPAIRS.

7. INSTALL THE TEMPORARY ROOF/NEW MEMBRANE BASE SHEET AT CONCRETE DECKS OR GYPSUM DECK BOARD AND BASE SHEET AT METAL DECKS, IN ACCORDANCE WITH THE SPECIFICATIONS. MAINTAIN A WATER-TIGHT CONDITION UNTIL THE NEW ROOFING SYSTEM IS INSTALLED. WATER TEST THE ROOF AREA FOR ANY ADDITIONAL LOW SPOTS/DEFECTS IN DECK, NOT VISIBLE DURING THE PREVIOUS VISUAL INSPECTIONS. PROVIDE ADDITIONAL REPAIRS

AS NEEDED.

C RF/ELECTRICAL/COMMUNICATION CABLING

LADDER CABLE TRAYC C

LEAD AWARENESS NOTES:

1. CONTRACTORS ARE RESPONSIBLE FOR COMPLYING WITH OSHA 29 CFR 1926.62: LEAD EXPOSURE IN CONSTRUCTION;

INTERIM FINAL RULE FOR ALL ACTIVITIES DURING WHICH AN EMPLOYEE MAY BE OCCUPATIONALLY EXPOSED TO

LEAD.

2. TESTING FOR THE PRESENCE OF LEAD-BASED PAINT/COATINGS HAS BEEN PERFORMED ON REPRESENTATIVE BUILDING COMPONENTS WITHIN THE BUILDING. REFER TO TEST DATA AVAILABLE UNDER SEPARATE COVER FOR ADDITIONAL INFORMATION ON SURFACES/COMPONENTS THAT HAVE BEEN IDENTIFIED TO BE COVERED WITH

LEAD-BASED PAINT/COATINGS.

3. ALL DISTURBANCE OF LEAD SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 028333.13 - LEAD-BASED PAINT

REMOVAL AND DISPOSAL.

4. REFER TO DRAWINGS OF THE SPECIFIC TRADES FOR LOCATIONS WHERE WORK OF THE CONTRACT WILL NECESSITATE DISTURBANCE OF LEAD. THE FOLLOWING LEAD PAINT/BUILDING COMPONENTS HAVE BEEN IDENTIFIED:

· LEAD VENT STACKS AT ROOF 4, ROOF 8, ROOF 12 AND ROOF 19.

· YELLOW ROOF ACCESS LADDER AT ROOF 1.

· BROWN WOOD MAN DOOR AND FRAME AT ROOF 36.

· LEAD FLASHING BURIED UNDER NEWER FLASHING AT THE LOADING DOCK ROOF AND AT ROOF 50.

· SILVER COATED VENT HOODS AT ROOF 12.

· SILVER COATED FLASHING AT ROOF 12.

· LIGHT GRAY DOOR FRAMES AT STAIR TOWERS AT ROOF 22.

· TAN VENT COVER AT ROOF 45.

· GRAY MAN DOOR THRESHOLD AT ROOF 40.

5. FURNISHING OF THIS INFORMATION IS NOT INTENDED TO RELIEVE CONTRACTORS OF THEIR RESPONSIBILITIES UNDER OSHA TO DETERMINE THE LEAD-CONTAINING MATERIALS THAT THEIR EMPLOYEES AND SUBCONTRACTORS MAY BE EXPOSED TO, AND TO WARN THEIR EMPLOYEES OF THE POTENTIAL DANGERS OF THE DISTURBANCE OF

LEAD-CONTAINING MATERIALS.

RD

ANTENNA

ANTENNA BOX

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

AUX AUXILIARY

AVG AVERAGE

BD BOARD

BKG BACKING

BLDG BUILDING

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BSMT BASEMENT

BTWN BETWEEN

CBB CEMENTITIOUS (BACKER) BOARD

CJ

CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE

CLR CLEAR

CO

CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR COMPANY

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONSTR CONSTRUCTION

CONTR CONTRACTOR

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DOC DOCUMENT

DN DOWN

DR DOOR, DRAIN, OR DRIVE

DS DOWNSPOUT

EA EACH

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FLR FLOOR

FLR FIN FLOOR FINISH

FRMG FRAMING

FT FEET OR FOOT

FTG FOOTING

GALV GALVANIC OR GALVANIZED

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

HDR HEADER

HM HOLLOW METAL

HORIZ HORIZONTAL

HOSP HOSPITAL

HT HEIGHT

INSUL INSULATION

NIC NOT IN CONTRACT

OC ON CENTER

OFD OVERFLOW DRAIN

PRELIM PRELIMINARY

PT PAINT, PNEUMATIC TUBE, OR PRESSURE

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROAD OR ROOF DRAIN

REC RECESSED

REQD REQUIRED

RET RETARDANT

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RO ROUGH OPENING

SAN SANITARY

SIM SIMILAR

SPEC SPECIFICATION

SPKLR SPRINKLER

STD STANDARD

STL PL STEEL PLATE

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUSP CLG SUSPENDED CEILING

SYS SYSTEM

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TYP TYPICAL

VERT VERTICAL

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOF

ABBREVIATIONS

11/14/2019

EXHAUST DUCT

RAISED ELECTRICAL

PLATFORM. ROOFING TO

CONTINUE UNDER PLATFORM

EXISTING ROOF HATCH

VENTILATOR

ELECTRICAL EQUIPMENT

VENTILATOR

VENTILATOR

VENTILATOR

EXISTING

ROOF HATCH

ELECTRICAL CABLE TRAY

WITH 3 LOOSE SUPPORTS

VENTILATOR

VENTILATOR TYP

EXISTING

ROOF HATCH

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

RD

C

C

C

C C C

C

C

'-8

'-0

'-8

29'-8" 42'-0" 29'-8"

17'-10" 9'-10"

9'-

EXIST DECK

SLOPE

EXIST DECK

SLOPE

DECK DRAIN 1

VENT PIPE (TYP)

LP

2"

HP

3.5"

1.5

1.5

HP

4"

1.5

3.5 2.5

HP

3.5"

LP

2"

1.5 1.5

1.5

1.5

HP

3.5"

HP

4"

HP

3.5"

3.5

HP

2.5"

2.5

LP

2"

HP

2.5"

HP

4"

1.5

LP

2"

1.5

1.5

HP

4"

2.5

LP

2"

HP

3.5"

HP

2.5"

1.5

1.5

LP

2"

HP

3.5"

HP

3.5"

HP

3.5"

3.5 2.5

2.5

LP

2"

HP

2.5"

2.5

1.5 1.5

LP

2"

HP

4.5"

LP

1.5"

LP

2.5"

1.5

A-301

A-301 3,8

A-301 1,8

TYP

TYP

TYP

A-301

TYP

A-301

TYP

A-301

TYP

A-301

SIM

8 40 SF

A-301

TYP

A-302

A-301

SIM

A-301

SIM

A-301

SIM

A-301

3,8 TYP

A-301

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 1

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-101

B1

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE RF EMITTING EQUIPMENT SHUTDOWN WITH BUFFALO

VAMC AND CROWN CASTLE. SEE DRAWING A-001 FOR ADDITIONAL INFORMATION.

3. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING A-001 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

POSSIBLE DECK REPAIR AREA. INSPECT AND COORDINATE WITH COR.

REPAIR CRACK IN CONCRETE COPING.

REPAIR/ENLARGE PARAPET SCUPPER. CUT AND REMOVE PORTION OF PARAPET WALL TO

MAKE SCUPPER 3" WIDER AND 6" LOWER. RELOCATE CABLES TEMPORARILY.

NEW ROOF SYSTEM PER ARCHITECTURAL DETAILS.

NEW FIXED LADDER. SEE STRUCTURAL DRAWINGS.

NEW ROOF HATCH. SEE STRUCTURAL DRAWINGS.

NEW ROOF PENETRATION FOR CABLE AND CONDUIT. SEE ELECTRICAL DETAILS.

REPOINT BRICK. SEE QUANTITY ON PLAN.

PROVIDE ADDITIONAL PEDESTRIAN GRADE WEARING COURSE/TOP COAT SYSTEM @ THIS

ROOF ONLY. INSULATION SHALL BE 3" CONSTANT THICKNESS FOLLOWING EXISTING SLOPE.

RELOCATE CABLE TRAY BELOW HVAC EQUIPMENT STAND.

PROVIDE UNIFORM LEVEL OF 1" ROOF INSULATION @ VESTIBULE ROOFS.

SCALE: 1/8"=1'-0"

ROOF AREA 11

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA

ROOF

AREA 8

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

HP

X"

LP

X" x x x x

VENT PIPE (TYP)

RD

RD

RD

RD

RD

RD

24 43

CURB HEIGHT CHANGE

A-402

3.5

LP

4"

HP

6"

HP

6.5"

HP

6.75"

HP

6"

LP

4"

3.5

2.5

LP

4"

HP

6"

HP

6"

HP

6.75"

HP

6.75"

2.5

LP

4"

3.5

2.5

HP

6.25"

HP

6.25"

LP

4"

3.5

1.5

1.5

HP

8.75"

HP

5.75"

HP

5.75"

44'-0 1/16"

'-1

1 1 1/1

6"

74'-11 11/16" 34'-10 3/8"

'-7

9/

'-1 9/

'-1

0 1 3/1

6"

86'-10 7/8" 22'-0 5/16"

76' -0 1

/2"

45'-4 3/16"

76' -0 3

/4"

A-301

TYP

A-301

TYP

A-301

TYP

A-301

TYP

5 10 SF

AIR CONDITIONING UNIT

EXHAUST DUCT

A-501

TYP

A-501

13 TYP

A-301

9 TYP

A-301

TYP

A-501

TYP

A-501

TYP

A-301

TYP

A-501

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 2

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-102

B1

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/8"=1'-0"

ROOF AREA 21

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE RF EMITTING EQUIPMENT SHUTDOWN WITH BUFFALO

VAMC AND CROWN CASTLE. SEE DRAWING A-001 FOR ADDITIONAL INFORMATION.

3. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING A-001 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

RE-COAT METAL ROOF OF STAIR TOWER PER SPECIFICATIONS.

NEW ROOF SYSTEM PER ARCHITECTURAL DETAILS.

NEW FIXED LADDER. SEE STRUCTURAL DRAWINGS.

PATCH ROOF DECK BELOW ROOF MATERIAL.

REPOINT BRICK. SEE QUANTITY ON PLAN.

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

HP

X"

LP

X" x x x

AIR CONDITIONING UNIT

EQUIPMENT SUPPORT (TYP)

AIR CONDITIONING UNIT (TYP)

UNKNOWN (TYP)

AIR CONDITIONING EQUIPMENT WITH

CONDUIT/PIPING ON 9 LOOSE SUPPORTS EACH

AIR CONDITIONING UNIT

AIR CONDITIONING UNIT

EXHAUST DUCT

HVAC UNIT AND PIPING

WITH 20 LOOSE SUPPORTS

EXHAUST DUCT

NEW GLASS

SKYLIGHT

EXHAUST

DUCT

RD

RD

RD

RD RD RD

RD

RD

RD

RD

RD

RD

RD

C

CCCCC

C

C

HOODS ON 2 LOOSE

SUPPORTS EACH

LOOSE SUPPORTED AIR CONDITIONING

EQUIPMENT WITH CONDUIT/PIPING ON

3 LOOSE SUPPORTS EACH

MISCELLANEOUS

SATELLITE DISHES

SUPPORTED BY

BLOCK WEIGHTS

'-1

0"

'-1 0"

94'-11" PROVIDE EXPANSION MATERIAL @ ROOF/WALL53'-10"

'-3

'-4

46'-4"

'-7

62'-6"

'-5

ROOF HEIGHT/CURB

CHANGE

ROOF CURB FOR

ELEVATION CHANGE

ROOF CURB

ELEVATION CHANGE

A-403

VENT PIPE (TYP)

EXISTING

LADDER

2.5

2.5

LP

3.5"

HP

7.5"

HP

7"

LP

3.5"

LP

4"

HP

7"

HP

5"

LP

4"

LP

3.5"

HP

6"

HP

6"

1.51.5

1.5

1.5

HP

6.5"

LP

4"

HP

6"

HP

6"

HP

7"

2.5

2.5

2.5

LP

4"

LP

3.5"

HP

6.5"

HP

7"

LP

4"

2.5

2.5

HP

7"

2.52.5

2.5 2.5

1.5

2.5

LP

4"

LP

4"

HP

6"

HP

6"

HP

6"

LP

4"

HP

6.5"

HP

6.25"

HP

7"

1.5

1.5

LP

1/2"

HP

2"

A-301

TYP

A-301

10 TYP

A-301

TYP

A-301

TYP

A-301

TYP

A-301

9 TYP

A-501

TYP

A-501

TYP

A-301

TYP

A-301

TYP

22'-0"

94'-11" PROVIDE EXPANSION MATERIAL @ ROOF/WALL

A-501

13 TYP

A-501

TYP

A-501

TYP

A-501

TYP

A-501

TYP

A-501

TYP

A-301 8,11

SIM

A-301 8,11

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 3

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-103

B1

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/8"=1'-0"

ROOF AREA 31

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE RF EMITTING EQUIPMENT SHUTDOWN WITH BUFFALO

VAMC AND CROWN CASTLE. SEE DRAWING A-001 FOR ADDITIONAL INFORMATION.

3.

CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING A-001 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

NEW ROOF SYSTEM PER ARCHITECTURAL DETAILS.

NEW ROOF HATCH. SEE STRUCTURAL DETAIL.

NEW SAFETY RAIL. SEE STRUCTURAL DETAILS.

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

HP

X"

LP

X" x x x

AIR CONDITIONING

UNIT

EXHAUST DUCT

ELECTRICAL CABLE TRAY

WITH LOOSE SUPPORTS

ELECTRICAL CABLE TRAY

WITH LOOSE SUPPORTS

ANTENNA EQUIPMENT

FRAMING SUPPORTED BY

BLOCK WEIGHTS

RD

RD

RD

RD

C

CCCCCCCCC

C

C

C

C C

C

C C

C

C

C

CCC

C C

C

C

C C

C C

C

RD

ANTENNA EQUIPMENT

FRAMING SUPPORTED

BY BLOCK WEIGHTS

45' -4"

75'-2"

88'-7"

'-0

74'-0"

'-0

44'-0"

'-6

EXISTING RAISED

MECHANICAL

PENTHOUSE

PLATFORM. ROOFING

AND INSULATION TO

CONTINUE UNDER

PLATFORM

HP

6"

3.5

1.5

HP

7.5"

LP

4"

HP

7"

HP

5.5"

2.5

3.5

HP

5.5"

HP

7.5"

LP

4"

3.5

EXISTING RAISED MECHANICAL PENTHOUSE

PLATFORM. ROOFING AND INSULATION TO

CONTINUE UNDER PLATFORM

2.5

A-301

TYP

A-301

TYP

10 SF

10 SF

A-301

TYP

A-501

2 TYP

A-501

TYP

A-501

TYP

A-501

TYP

A-501

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 4

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-104

B1

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/8"=1'-0"

ROOF AREA 41

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE RF EMITTING EQUIPMENT SHUTDOWN WITH BUFFALO

VAMC AND CROWN CASTLE. CELL/COMMUNICATION CARRIER SHALL VERIFY ANTENNAE

BALLAST REQUIREMENTS. SEE DRAWING-001 FOR ADDITIONAL INFORMATION.

3. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING-001 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

NO NEW ROOF WORK.

NEW ROOF SYSTEM PER ARCHITECTURAL DETAILS.

NO ROOFING WORK.

RE-COAT METAL ROOF ON STAIR TOWER PER SPECIFICATIONS.

NEW FIXED LADDER. SEE STRUCTURAL DRAWINGS.

REPOINT BRICK. SEE QUANTITY ON PLAN.

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

HP

X"

LP

X" x x x

UNKNOWN (TYP)

5 LOOSE CONDUIT SUPPORTS

UNKNOWN (TYP)

AIR CONDITIONING

UNIT

ANTENNA EQUIPMENT

FRAMING SUPPORTED

BY BLOCK WEIGHTS

ANTENNA EQUIPMENT FRAMING

SUPPORTED BY BLOCK WEIGHTS

RD

RD

RD

RD

RD

C

C

C C C C C C C

C

C

C

C

C

C C

C C

C

C

C

C

C

C

C

C

C

C

75' -2"

45'-4"

'-6

44'-0"

74'-0"

74'-0"

'-0

104'-7"

23' -9"

UNKNOWN (TYP) 2

ROOF CURB/HEIGHT

CHANGE

LP

4"

2.5

3.5

2.5

2.5

2.5

3.5

1.5

2.5

3.5

LP

4"

LP

4"

LP

4"

LP

4"

HP

6.75"

HP

6"

HP

6"

HP

7"

HP

6.5"

HP

6"

HP

6.5"

HP

6"

HP

6.75"

A-301

TYP

A-301

TYP

A-301

TYP

A-501

TYP

A-301

TYP

A-501

TYP

A-501

TYP

A-501

TYP

A-501

TYP

A-301

TYP

A-501

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 5

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-105

B1

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/8"=1'-0"

ROOF AREA 51

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE RF EMITTING EQUIPMENT SHUTDOWN WITH BUFFALO

VAMC AND CROWN CASTLE. CELL/COMMUNICATION CARRIER SHALL VERIFY ANTENNAE

BALLAST REQUIREMENTS. SEE DRAWING A-001 FOR ADDITIONAL INFORMATION.

3. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING A-001 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

NEW ROOF SYSTEM PER ARCHITECTURAL DETAILS.

RE-COAT METAL ROOF OF STAIR TOWER PER SPECIFICATIONS.

NEW FIXED LADDER. SEE STRUCTURAL DRAWINGS.

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

HP

X"

LP

X" x x x

ANTENNA EQUIPMENT FRAMING

SUPPORTED BY BLOCK WEIGHTS

EXHAUST DUCT

LOOSE SUPPORTED AIR

CONDITIONING EQUIPMENT

WITH CONDUIT/PIPING ON 4

LOOSE SUPPORTS

EXHAUST DUCT

AIR CONDITIONING UNIT

ELECTRICAL CABLE TRAY

WITH 3 LOOSE SUPPORTS

ELECTRICAL CONDUITS

WITH 3 LOOSE SUPPORTS

ANTENNA EQUIPMENT FRAMING

SUPPORTED BY BLOCK WEIGHTS

EXHAUST DUCT

RAISED ELECTRICAL

EQUIPMENT PLATFORM.

ROOFING AND

INSULATION TO

CONTINUE UNDER

PLATFORM

RD

RD

RD

RD

RD

RD

RD

C

C

C

C

C

C

C

C

C C C C C C C C

C

C

C C

C C

C

C C

C

C

C

50 29

44'-0"

3'-

7"

73'-1"

45' -4"

90'-7"

32'-11" 24'-10"

'-0

'-1 0"

'-4

'-1

76'-3"

8'-

4'-

9'-

5"

ROOF CURB/HEIGHT

CHANGE

EXISTING LADDER

A-401

HP

6"

FIXED AIR

CONDITIONING

UNIT

HP

6.75"

LP

4"

HP

6.5"

HP

7"

LP

4"

HP

6"

HP

9"

HP

6.75"

HP

4"

HP

5.5"

LP

4"

HP

6.5"

LP

4"

HP

6.5"

HP

5.5"

LP

4"

NOTE: INSULATION SHALL BE CONSTANT

THICKNESS, 4" AS SHOWN. NO TAPERS REQUIRED

PARAPET

SCUPPERS, SEE

DETAIL

SCUPPER

SEE DETAIL

3.5 3.5

1.5

3.5 1.5

2.5 3.5

3.5

1.5

2.5

2.5

3.5

A-301

TYP

A-301

TYP

A-301

TYPA-301

SIM

20 SF

10 SF

20 SF

10 SF

A-301

TYPA-301

TYP

A-301

TYP

A-501

TYP

A-501

TYP

10 SF

HP

4"

A-301

SIM

A-301

TYP

A-501

TYP

A-501

TYP

A-301

TYP

A-301

SIM

A-501

TYP

A-501

13 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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 6

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-106

B1

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/8"=1'-0"

ROOF AREA 61

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE RF EMITTING EQUIPMENT SHUTDOWN WITH BUFFALO

VAMC AND CROWN CASTLE. CELL/COMMUNICATION CARRIER SHALL VERIFY ANTENNAE

BALLAST REQUIREMENTS. SEE DRAWING A-001 FOR ADDITIONAL INFORMATION.

3. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING A-001 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

NEW ROOF SYSTEM PER ARCHITECTURAL DETAILS.

NO NEW ROOFING.

RE-COAT METAL ROOF ON STAIR TOWER PER SPECIFICATIONS.

(2) EXISTING SCUPPERS.

NEW SMOKE HATCH. SEE STRUCTURAL DRAWINGS.

NEW FIXED LADDER. SEE STRUCTURAL DRAWINGS.

REPOINT BRICK. SEE PLAN FOR QUANTITY.

REPLACE BRICK. SEE PLAN FOR QUANTITY.

PROVIDE UNIFORM LEVEL OF 1" INSULATION @ CANOPY ROOF.

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

HP

X"

LP

X" x x x

RD RD

RD

RD

RD

RD

RD

RD RD

RD

RD

AIR CONDITIONING

UNIT

EXHAUST

DUCT

LOOSE SUPPORTED AIR CONDITIONER

EXHAUST DUCT

EXHAUST DUCT ON

4 LOOSE SUPPORTS

EXHAUST DUCT ON 4

LOOSE SUPPORTS

PIPING

MECHANICAL EQUIPMENT

ON 7 LOOSE SUPPORTS

CONDUIT/PIPE ON 4

LOOSE SUPPORTS

24'-7" 24'-5" 46'-10"

'-0

13'-5"

49'-0"

'-8

'-5

'-4

37'-3"

'-0

7'-

1 3

NEW GUARD RAIL

6 6 6

HP

6.75"

1.5

LP

4"

HP

6.75"

4.0

2.5

HP

6.75"

HP

7"

LP

4"

LP

4"

HP

6.25"

LP

4"

2.5

1.5

1.5

1.5

A-301

TYP

A-301

SIM

A-301

TYP

A-501

TYP

A-301

TYP

2'-11" 14'-0"

A-501

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 7

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-107

B1

528-17-S49

SBV CGR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/8"=1'-0"

ROOF AREA 71

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE RF EMITTING EQUIPMENT SHUTDOWN WITH BUFFALO

VAMC AND CROWN CASTLE. CELL/COMMUNICATION CARRIER SHALL VERIFY ANTENNAE

BALLAST REQUIREMENTS. SEE DRAWING A-001 FOR ADDITIONAL INFORMATION.

3. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING A-001 FOR

ADDITIONAL INFORMATION.

KEYED NOTES

NO NEW ROOF WORK.

NEW ROOF DRAIN LOCATION. COORDINATE WITH PLUMBING.

NEW ROOF SYSTEM PER ARCHITECTURAL DETAILS.

NEW SMOKE HATCH. SEE STRUCTURAL DRAWINGS.

NEW GUARD RAIL. SEE STRUCTURAL DRAWINGS.

REINSTALL EXISTING SAFETY RAIL.

ROOFING AREA UNDER MECHANICAL EQUIPMENT.

RE-FLASH NEW SMOKE HATCH WITH LIQUID MEMBRANE FLASHING MATERIAL.

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

HP

X"

LP

X" x x x

RD

RD

RDRDRDRD

RD

RD RD RD RD

RD

RD

RD

ELECTRICAL

EQUIPMENT

ROOF HATCH

FIXED LADDER

TO REMAIN

METAL GRAVEL STOP

OVER BLOCKING, TYP

BUILDING

ROOFING JOINT AND

METAL FLASHING

'-1

0 3 /4"

14'-3"

42'-4 1/8"

'-6

1/ 2"

9'-7 1/2"

EXHAUST DUCT

ROOF TOP

WALKWAY MATS

SET ON TOP OF

ROOFING SYSTEM

METAL SLAT

ENCLOSURE

WALL. BOTTOM

OF SLATS 12"

ABOVE ROOF

TYP.

METAL CAP FLASHING AND

COUNTER FLASHING TYP. AT

PARAPET WALLS

METAL CAP FLASHING AND COUNTER

FLASHING TYP. AT PARAPET WALLS

FLUID APPLIED MEMBRANE IN SOLVENT FREE

ADHESIVE OVER SECUROCK COVER BOARD THAT

IS COLD APPLIED TO CONTINUOUS R-30 RIGID

INSULATION WITH TAPERED TOP LAYER, COLD

APPLIED OVER TRILAMINATE VAPOR BARRIER

THAT IS FULLY COLD APPLIED TO THE EXISTING

CONCRETE DECK, TYP.

METAL SLAT ENCLOSURE WALL.

BOTTOM OF SLATS 12" ABOVE

ROOF, TYP.

FLUID APPLIED MEMBRANE IN

SOLVENT FREE ADHESIVE OVER

SECUROCK COVER BOARD THAT

IS COLD APPLIED TO

CONTINUOUS R-30 RIGID

INSULATION WITH TAPERED TOP

LAYER, COLD APPLIED OVER

TRILAMINATE VAPOR BARRIER

THAT IS FULLY COLD APPLIED TO

THE EXISTING METAL DECK, TYP.

ROOF TOP WALKWAY

MATS SET ON TOP OF

ROOFING SYSTEM

FLUID APPLIED MEMBRANE IN SOLVENT FREE

ADHESIVE OVER SECUROCK COVER BOARD

THAT IS COLD APPLIED TO CONTINUOUS R-30

RIGID INSULATION WITH TAPERED TOP

LAYER, COLD APPLIED OVER

TRILAMINATE VAPOR BARRIER THAT

IS FULLY COLD APPLIED TO THE

EXISTING METAL DECK, TYP.

FLUID APPLIED MEMBRANE

IN SOLVENT FREE ADHESIVE

OVER SECUROCK COVER

BOARD THAT IS COLD

APPLIED TO CONTINUOUS 2"

LAYER OF RIGID INSULATION

WITH TAPERED TOP LAYER,

THAT IS FULLY COLD

APPLIED TO THE EXISTING

METAL DECK, TYP.

FLUID APPLIED MEMBRANE IN SOLVENT FREE ADHESIVE OVER SECUROCK COVER

BOARD THAT IS COLD APPLIED TO CONTINUOUS 2" LAYER OF RIGID INSULATION WITH

TAPERED TOP LAYER, THAT IS FULLY COLD APPLIED TO THE EXISTING METAL DECK, TYP.

TYP.

TYP. 2

TYP.

TYP.

TYP.

TYP.

METAL CAP FLASHING AND

COUNTER FLASHING TYP.

SEE DETAIL 1/A-109

METAL CAP FLASHING AND

COUNTER FLASHING TYP.

SEE DETAIL 1/A-109

213'-4"

'-8

'-8

8'- 4"

26'-0"

167'-4"

'-1

0"

19'-8"

'-8

'-1 0"

29'-6"

PATCH HOLE IN METAL ROOF

DECK FROM ROOF DRAIN

REMOVAL.

SAW CUT EXISTING METAL DECK AND

PROVIDE STEEL FRAMING AT OPENING

FOR RELOCATED ROOF DRAIN

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF

AREA 8

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-108

B20, B28

528-17-S49

SBV CGR

SCALE: 1/8"=1'-0"

ROOF AREA 81

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

GENERAL NOTES

1. SEE A-001 FOR A-SERIES NOTES & LEGENDS.

2. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL EQUIPMENT

SHUTDOWN AND/OR DISCONNECTIONS WITH BUFFALO VAMC. SEE DRAWING A-001 FOR

ADDITIONAL INFORMATION.

3. TYPICAL TAPERED INSULATION ROOF SLOPE 1/4" PER FOOT.

4. GRAY HATCHED AREAS REPRESENT ROOF AREAS NIC.

KEYED NOTES

ROOF MANUFACTURERS STANDARD CONTINUOUS DETAIL AT VERTICAL WALL, SEE DETAIL

12/A-301

FLUID APPLIED MEMBRANE IN SOLVENT FREE ADHESIVE OVER SECUROCK COVER BOARD

THAT IS COLD APPLIED TO CONTINUOUS R-30 RIGID INSULATION WITH TAPERED TOP LAYER,

COLD APPLIED OVER TRILAMINATE VAPOR BARRIER THAT IS FULLY COLD APPLIED TO THE

EXISTING CONCRETE DECK, TYP.

UNBALLASTED RUBBER MEMBRANE ROOF SYSTEM.

LEGENDS

CRICKET SLOPE - 1/4" = 1'-0". = MAXIMUM

OVERALL THICKNESS.

SADDLE SLOPE - 1/4" = 1'-0" . = MAXIMUM

OVERALL THICKNESS.

ROOF SLOPE - 1/8" = 1'-0"

HIGH POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X =

APPROXIMATE THICKNESS BASED UPON AN

AVERAGE R VALUE PRESCRIBED IN THE

SPECIFICATIONS AND THE INDICATED ROOF SLOPE.

FIELD VERIFY ALL VALUES.

NOT IN CONTRACT (NIC)

HP

X"

LP

X" x x x

10'-0 5/8"

'-0

3/ 4"

1'- 7 1

/4" A-201

A-201

7'- 4"

EXISTING SANITARY MANHOLE

TO REMAIN UNDISTURBED

'-1

1/ 2"

1 2

COLUMN (SEE STRUCTURAL DRAWINGS)

AMBULANCE

BAY

STAIRS

ISOLATION

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL PLAN - ROOF 44 CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-109

B1

528-17-S49

SBV VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

SCALE: 1/4" = 1'-0"

AMBULANCE ENTRANCE PLAN1N

KEYED NOTES

AUTOMATIC SLIDING GLASS METAL FRAMED DOOR. SEE DOOR SCHEDULE A-201.

INSULATED METAL FRAME WALL. SEE DETAILS A-201.

113 3

10'-0 5/8"

25'-0 3/4"

1'-7 1/4"7'-4"16'-1 1/2"

GUTTER

'-5

3'-

1/

4"

GUTTER

'-5

3'-

1/

4"

4.6

A-201

A-201

A-201

DOWNSPOUT

A-201

S

SLIDING

GLASS DOOR

7'- 0"

8"

ALUMINUM

FRAME

4"6'-8"4"

FRAME AREA FOR

OPERATING DEVICE

PER MANUFACTURER

7'- 0"

6'-8"

SLIDING FIXED

A-201

BACKER ROD AND SEALANT

ANGLE TRIM

J CHANNEL

#10 X 1" WAFER HEAD SCREW

MEMBRANE STRIP OVER

J CHANNEL AND ANGLE TRIM

BUTYL TAPE

UTILITY CLEAT WITHOUT RETURN

WATER / AIR RESISTIVE BARRIER

1/2" FIBERGLASS MAT GYPSUM

SHEATHING

EXISTING WALL

FASTEN METAL FRAMING

TO EXISTING WALL

STRUCTURE

METAL STUD

FRAMING TYP.

FIBERGLASS BATT

INSULATION

5/8" FIBERGLASS MAT

ABUSE RESISTANT

GYPSUM PANEL

OUTSIDE CORNER TRIM

BUTYL TAPE

UTILITY CLEAT WITHOUT RETURN

#10 X 1" WAFER HEAD SCREW

MEMBRANE STRIP OVER

OUSIDE CORNER TRIM

WATER / AIR RESISTIVE BARRIER

1/2" FIBERGLASS MAT GYPSUM

SHEATHING

METAL WALL PANEL

METAL WALL PANEL

5/8" FIBERGLASS MAT

ABUSE RESISTANT

GYPSUM PANEL

FIBERGLASS BATT

INSULATION

METAL STUD

FRAMING TYP.

FASTEN METAL FRAMING TO

EXISTING CONCRETE WITH

SUITABLE ANCHORS @ 24"

EXISTING CONCRETE

FLOOR SLAB

BASE TRIM

#10 X 1" WAFER HEAD SCREW

MEMBRANE STRIP OVER

BASE TRIM

WATER / AIR RESISTIVE BARRIER

1/2" FIBERGLASS MAT GYPSUM

SHEATHING

METAL WALL PANEL

5/8" FIBERGLASS MAT

ABUSE RESISTANT

GYPSUM PANEL

FIBERGLASS BATT

INSULATION

PANEL SEAM

EXTERIOR GRADE

METAL STUD

FRAMING TYP.

TOP OF OPENING 7'-8"

5/8" FIBERGLASS MAT ABUSE

RESISTANT GYPSUM PANEL

FIBERGLASS BATT INSULATION

METAL FRAMING TYP.

PAINTED STAINLESS STEEL

RIVET @ 24"

HEAD TRIM

HEAD ANGLE TRIM

#10 X 1" WAFER HEAD SCREW

MEMBRANE STRIP OVER

HEAD TRIM

WATER / AIR RESISTIVE BARRIER

1/2" FIBERGLASS MAT GYPSUM

SHEATHING

BACKER ROD AND SEALANT

METAL WALL PANEL

PANEL SEAM

AUTOMATIC SLIDING DOOR

HEADER WITH OPERATOR

AND SENSORS

HSS COLUMN BEYOND

CEILING LEVEL 8'-0"

METAL DRIP EDGE

GUTTER

ICE SHIELD

1/2" FIBERGLASS MAT GYPSUM

COVER BOARD

STANDING SEAM ROOF PANEL

R-30 POLYISO INSULATION

METAL ROOF DECK WITH

VAPOR BARRIER

#10 X 1" WAFER HEAD SCREW

BLOCKING

STEEL BEAM

STEEL BEAM

COVER EXPOSED HSS

COLUMNS WITH 5/8"

FIBERGLASS MAT

GYPSUM PANELING

PAINTED STAINLESS

STEEL RIVET @ 24"

#10 X 1" WAFER HEAD SCREW

ICE SHIELD

1/2" FIBERGLASS MAT GYPSUM

COVER BOARD

STANDING SEAM ROOF PANEL

R-30 POLYISO INSULATION

METAL ROOF DECK WITH

VAPOR BARRIER

SEALANT

BUTYL TAPE

NOTCHED NEOPRENE

SUITABLE ANCHOR FASTENER

HEADWALL TRIM

COUNTERFLASHING

SEALANT

1/2" GYPSUM BOARD CEILING

ICE SHIELD

1/2" FIBERGLASS MAT GYPSUM

COVER BOARD

STANDING SEAM ROOF PANEL

R-30 POLYISO INSULATION

METAL ROOF DECK WITH

VAPOR BARRIER

SUITABLE ANCHOR FASTENER

#10 X 1" WAFER HEAD SCREW

UTILITY CLEAT WITH RETURN

BUTYL TAPE

SEALANT

SIDEWALL CHANNEL

COUNTERFLASHING

SEALANT

STEEL BEAM

EXISTING STONE PANEL WALL

SHIM AND SEALANT

1 3/4"

4 1 /2"

4 1/2"INTERIOR

EXTERIOR

ROUGH OPENING

EXTRUDED ALUMINUM

DOOR AND FRAME

1/2" TEMPERED GLASS

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL ELEVATIONS -

ROOF 44

CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-201

B1

528-17-S49

SBV VAR

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

A WING

E

WING

D WINGC WING

B WING

ROOF AREA 6 ROOF

AREA

ROOF

AREA 2

ROOF

AREA 1

ROOF

AREA

ROOF AREA 5

ROOF

AREA 4

KEYPLAN

ROOF

AREA 8

SCALE: 1/4" = 1'-0"

AMBULANCE ENTRANCE - WEST ELEVATION3

A-109

KEYED NOTES

TIE DOWNSPOUT TO STORM DRAINAGE.

METAL ROOF PANELS.

METAL WALL PANELS.

AUTOMATIC SLIDING GLASS METAL FRAMED DOOR. SEE DOOR SCHEDULE ON A-201.

SCALE: 1/4" = 1'-0"

AMBULANCE ENTRANCE - SOUTH ELEVATION4

A-109

1 1/2" INSULATED / TEMPERED GLASS

GLASS TYPE

PROVIDE CLEAR, LOW-E GLASS FOR ALL EXTERIOR GLAZING

SCALE: NTS

DOOR TYPE1 SCALE: NTS

FRAME TYPE2

DOOR

NO.

SIZE

HEIGHTWIDTH THICK

TY

PE REMARKS

OVERALL SIZE

WIDTH HEIGHT DEPTHMA

TE

RI

AL

UN

DE

RC

UT

LA

BE

L R

AT

IN

G

DOORS

DOOR SCHEDULE

FRAMES

TY

PE

MA

TE

RI

AL

HE

AD

/ J

AM

B

DE

TA

IL

NU

MB

ER

S

TH

RE

SH

OL

D

GL

AS

S

TY

PE

HA

RD

W

AR

E

ALUM = ALUMINUM - CLEAR ANODIZED

1 6'-8" 7'-0" 1 3/4" S 7'-4" 7'-8" 1 ALUM ALUM 1ALUM 4 1/2"

SCALE: 3" = 1'-0"

VERTICAL WALL SECTION5

SCALE: 3" = 1'-0"

HORIZONTAL WALL SECTION6

SCALE: 3" = 1'-0"

HEAD WALL DETAIL7 SCALE: 3" = 1'-0"

SIDE WALL DETAIL8 SCALE: 1-1/2" = 1'-0"

SLIDING DOOR DETAIL9

1'-3" ±

4"

PROVIDE FLUID-APPLIED FIELD MEMBRANE TO EXTEND

4" OVER FLUID-APPLIED FLASHINGS TO TOE OF CANT

PROVIDE BASE PLY ADHERED IN SOLVENT-FREE

ADHESIVE TO TOP OF CANT

PROVIDE SPECIFIED

INSULATION AND ROOFING

SYSTEM

PROVIDE URETHANE MASTIC SEAL

ON BASE PLY AT TOP OF FLASHING

PROVIDE .050" ALUMINUM COPING

INSIDE COPING LEG MUST OVERLAP THE BASE

FLASHING TERMINATION BY 2 INCHES MINIMUM

PROVIDE SELF-ADHERING MEMBRANE DRY

SHEET TO COVER WOOD BLOCKING

PROVIDE NEW 2X WOOD BLOCKING TO REPLACE

ANY DETERIORATED WOOD BLOCKING.

PROVIDE FIBER CANT SET IN

URETHANE SEALANT/MASTIC

PROVIDE BASE SHEET

EXISTING CONCRETE DECK

PATCH/REPAIR AS DETERMINED

APPROXIMATE INSULATION

HIGH POINT. SEE PLANS

FOR THICKNESS

4"

1'- 0"

SE

E

RO

OF

P

LA

N

NOTE:

REUSE EXISTING COPPER COPING.

RE-SOLDER JOINTS AND PROVIDE NEW

CLEATS & FASTENERS FOR ROOF 37.

1'-5"

4"

PROVIDE FLUID-APPLIED FLASHINGS VERTICALLY AND

EXTEND 4 INCHES ONTO BASE PLY BEYOND TOE OF CANT

PROVIDE URETHANE MASTIC SEAL

ON BASE PLY AT TOP OF CANT

PROVIDE FLUID-APPLIED FIELD MEMBRANE TO EXTEND 4"

OVER FLUID-APPLIED FLASHINGS TO TOE OF CANT

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

TO TOP OF CANT

PROVIDE ROOFING

SYSTEM AS SPECIFIED

PROVIDE BASE SHEET

EXISTING CONCRETE DECK

PATCH/REPAIR AS DETERMINED

SEALANT

SAW-CUT 2" AND PROVIDE A CUT-IN

REGLET IN EXISTING MORTAR JOINT

NEW 2-PIECE REGLET AND COUNTER FLASHING.

SEE DETAIL 1/A-502

1/8"/FT

4"

" S

EE

R

OO

F

AR

EA

S

ON

P

LA

NS

APPROXIMATE

INSULATION HIGH

POINT. SEE PLANS

FOR THICKNESS

EXISTING CONCRETE

DECK WITH FILL

5 1 /4"

ANCHOR BOTTOM EDGE OF

FASCIA RETAINER INTO

STONE, 32" OC MINIMUM

2x8 BLOCKING WITH TAPERED EDGE.

ANCHOR 24" OC STAGGERED INTO

LIMESTONE COPING

EXTEND MEMBRANE 4" OVERFLASHING @ TOE OF CANT

PROVIDE BASE SHEET

PROVIDE SPECIFIED ROOFING

AND INSULATION SYSTEM

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

TO TOP OF CANT

PROVIDE FIBER INSULATION

CANT SET IN ADHESIVE

2-PIECE SNAP-ON FASCIA

SYSTEM PROVIDE REINFORCED FLUID APPLIED

FLASHING

APPROXIMATE TAPERED

INSULATION HIGH POINT

THICKNESS. SEE PLAN

STONE COPING RADIUS

EXTENSION BEYOND AT ROOFS

3 THROUGH 6

2" MIN.

EXISTING CONCRETE

DECK WITH FILL

5 1 /4"

ANCHOR BOTTOM EDGE OF

FASCIA RETAINER INTO

STONE, 32" OC MINIMUM

EXTEND MEMBRANE 4" OVER

FLASHING @ TOE OF CANT

PROVIDE BASE SHEET

PROVIDE SPECIFIED ROOFING

AND INSULATION SYSTEM

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

TO TOP OF CANT

2-PIECE SNAP-ON FASCIA SYSTEM

APPROXIMATE TAPERED

INSULATION HIGH POINT

THICKNESS. SEE PLAN

EXISTING

STONE

COPING

2x8 BLOCKING WITH TAPERED EDGE.

ANCHOR 24" OC STAGGERED INTO

LIMESTONE COPING

PROVIDE REINFORCED FLUID APPLIED

FLASHING

2" MIN.

4'- 1 1

/2"

1'-5"

STONE COPING

FACE BRICK

8"

LOCATION OF RE-USED SURFACE

COUNTER FLASHING VARIES. MANIPULATE

TO INSTALL NEW MEMBRANE FLASHING

AND REATTACH.

EX

PO

SE

D

FA

CE

B

RI

CK

A

T

RO

OF

RE

-P

OI

NT

P

ER

Q

UA

NT

IT

IE

S

ON

P

LA

N

EXTEND MEMBRANE 4" OVER

FLASHING @ TOE OF CANT

EXISTING CONCRETE

DECK WITH FILL

PROVIDE BASE SHEET

PROVIDE SPECIFIED ROOFING

AND INSULATION SYSTEM

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

PROVIDE REINFORCED FLUID APPLIED

FLASHING

PROVIDE CONTINUOUS BACKER ROD AND

SEALANT AT EXISTING COUNTER FLASHING

AT ALL LOCATIONS

APPROXIMATE TAPERED

INSULATION HIGH POINT

THICKNESS. SEE PLAN

1'-5"

4"

EXISTING COUNTER FLASHING SHALL REMAIN.

MANIPULATE TO ADD NEW FLASHING MEMBRANE

INSTALL NEW FLASHING RECEIVER

PROVIDE FLUID-APPLIED FLASHINGS VERTICALLY AND

EXTEND 4 INCHES ONTO BASE PLY BEYOND TOE OF CANT

PROVIDE URETHANE MASTIC SEAL

ON BASE PLY AT TOP OF CANT

PROVIDE FLUID-APPLIED FIELD MEMBRANE TO EXTEND 4"

OVER FLUID-APPLIED FLASHINGS TO TOE OF CANT

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

TO TOP OF CANT

PROVIDE ROOFING

SYSTEM AS SPECIFIED

PROVIDE BASE SHEET

EXISTING CONCRETE DECK

PATCH/REPAIR AS DETERMINED

6" -8

" M

IN

EXISTING FACE BRICK. RE-POINT PER ROOF

PLAN NOTES / QUANTITIES

2"

4"

TEMPORARILY RELOCATE AS NECESSARY ANTENNA,

EQUIPMENT AND CABLING TO PERFORM RE-ROOFING

WORK. COORDINATE ANY SHUT DOWNS WITH VA

EXISTING LIMESTONE AND

MASONRY CONSTRUCTION

1'-3"

EXISTING METAL COPING SHALL REMAIN

EXISTING STAINLESS STEEL

METAL WALL PAN SHALL

REMAIN IN PLACE

4"

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

TO TOP OF CANT

PROVIDE ROOFING AND

INSULATION SYSTEM

AS SPECIFIED

PROVIDE BASE SHEET

EXISTING CONCRETE DECK

PATCH/REPAIR AS DETERMINED

APPROXIMATE INSULATION

HIGH POINT. SEE PLANS

FOR THICKNESS

EXISTING COUNTER FLASHING SHALL REMAIN.

MANIPULATE TO ADD NEW FLASHING MEMBRANE

INSTALL NEW FLASHING RECEIVER

PROVIDE FLUID-APPLIED FLASHINGS VERTICALLY AND

EXTEND 4 INCHES ONTO BASE PLY BEYOND TOE OF CANT

PROVIDE URETHANE MASTIC SEAL

ON BASE PLY AT TOP OF CANT

PROVIDE FLUID-APPLIED FIELD MEMBRANE TO EXTEND 4"

OVER FLUID-APPLIED FLASHINGS TO TOE OF CANT

PROVIDE FLUID-APPLIED FIELD MEMBRANE

OVER ADHERED BASE PLY

LIMESTONE

PANEL

EXISTING CONCRETE

DECK

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

PROVIDE ROOFING AND

INSULATION SYSTEM

AS SPECIFIED

PROVIDE BASE SHEET

PROVIDE CONTINUOUS EXTRUDED ALUM.

RETAINER SET IN BED OF URETHANE SEALANT

5 1 /4"

2-PIECE SNAP-ON

FASCIA SYSTEM

PROVIDE WOOD BLOCKING TO MATCH

INSULATION THICKNESS. FASTEN PER FM 1-49 EXISTING LIMESTONE

PANEL

EXISTING CONCRETE

DECK

4"

APPROXIMATE

INSULATION HIGH

POINT. SEE PLANS

FOR THICKNESS

4" 8"

SURFACE MOUNTED REGLET

RECEIVER SEE DETAIL 1/A-501

PROVIDE FLUID-APPLIED

FIELD MEMBRANE

OVER ADHERED BASE PLY

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

PROVIDE ROOFING AND

INSULATION SYSTEM

AS SPECIFIED

PROVIDE BASE SHEET

EXISTING LIMESTONE

PANEL OR BRICK

HE

IG

HT

V

AR

IE

S 8"

-1 2"

REUSE EXISTING COUNTERFLASHING.

MANIPULATE TO INSTALL NEW MEMBRANE

FLASHING AND REATTACH.

4"

APPROXIMATE

INSULATION HIGH

POINT. SEE PLANS

FOR THICKNESS

PROVIDE FLUID-APPLIED FIELD MEMBRANE

OVER ADHERED BASE PLY

EXISTING CONCRETE

DECK

PROVIDE BASE PLY ADHERED

IN SOLVENT-FREE ADHESIVE

PROVIDE ROOFING AND

INSULATION SYSTEM

AS SPECIFIED

PROVIDE BASE SHEET

PROVIDE REINFORCED FLUID APPLIED FLASHING

PROVIDE .050" ALUMINUM FASCIA

PROVIDE CONT. EXTRUDED ALUM RETAINER SET IN BED OF URETHANE SEALANT

PROVIDE FLUID-APPLIED FIELD MEMBRANE OVER ADHERED BASE PLY

PROVIDE ROOFING SYSTEM AS

SPECIFIED

PROVIDE TRILAMINATE BASE PLY ADHERED IN SOLVENT-FREE ADHESIVE. EXTEND BASE PLY DOWN

OVER FACE OF WOOD BLOCKING,

OR COVER BLOCKING FACE WITH ICE & WATER SHIELD MEMBRANE

PROVIDE WOOD BLOCKING TO MATCH INSULATION THICKNESS

FASTEN PER FM 1-49

VI

F

INSTALL COMPRESSIBLE

ELASTOMERIC SEALANT OR TAPE TO

SPAN IRREGULARITIES

SHEET-METAL COUNTERFLASHING

INSTALL APPROPRIATE SEALANT (E.G.,

POLYURETHANE) AND TOOL TO FACILITATE

WATER RUNOFF

CONCRETE FASTENERS

8' ' M

IN

IM

U M

FL

AS

H

IN

G H

EI

G

H T

CONCRETE

NEW BASE PLY INSTALLED ACCORDING TO

SPECIFICATIONS

LIQUID APPLIED REINFORCED

BASE COAT

OPTIONAL FLASHING BASE PLY, CANT MAY

BE REQUIRED

LIQUID APPLIED TOP COAT

NEW INSULATION AND COVERBOARD

45° CANT MATERIAL NOT SHOWN FOR

CLARITY

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL DETAILS CONSTRUCTION

DOCUMENTS

AE DESIGN SERVICES FOR ROOF

REPLACEMENT

3495 BAILEY AVENUE

BUFALO, NY 14215

2019/11/13 A-301

528-17-S49

DS MAW

REV 0 - CONSTRUCTION DOCUMENTS 2019/11/13

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1-1/2" = 1'0"

NEW PARAPET DETAIL AT ROOF 21

A-101

SCALE: 3" = 1'-0"

NEW ROOF EDGE - ROOFS 37,42 & 43

A-102, A-103

SCALE: 1-1/2" = 1'0"

NEW PARAPET DETAIL AT ROOF 15, 17 & 18

A-101, A-102, A-105, A-106

SCALE: 3" = 1'0"

NEW ROOF EDGE - ROOF 3 THROUGH 143

A-101

SCALE: 3" = 1'0"

NEW ROOF EDGE - ROOF 365

A-106, A-107

SCALE: 3" = 1'0"

NEW PARAPET DETAIL - ROOFS 19 THROUGH 224

A-102, A-104, A-105, A-106

SCALE: 1 1/2" = 1'-0"

NEW PARAPET AT ROOF 396

A-103

SCALE: 1 1/2" = 1'-0"

NEW FASCIA DETAIL AT ROOF 1,35,38,40

A-101, A-103, A-107

SCALE: 1 1/2" = 1'-0"

NEW COUNTERFLASHING DETAIL

AT ROOFS 3 THRU 148

A-101

SCALE: 1 1/2" = 1'-0"

COUNTERFLASHING REUSE DETAIL AT ROOFS

15,17,18,19,20,21,22,36,37,39,40,43,47,31

A-109, A-102, A-103, A-104, A-105, A-106, A-107

SCALE: 3"=1'-0"

TYPICAL ROOF EDGE11

SCALE: NTS

TYPICAL ROOF AT VERTICAL SURFACE12

1'- 4"

EXISTING ANCHORS

TO REMAIN

EXISTING PARAPET COPING

EXISTING PARAPET COPING JOINT

EXISTING

DECORATIVE RAILING

SEE NOTE 2 AND 3

SEE NOTE 1 AND 4AD302

NO ANCHOR AT THIS LOCATION

SEE NOTE 3 AND 5

NOTES:

1. REMOVE PREVIOUS CRACK REPAIR TO SOUND CONCRETE.

2. REMOVE EXISTING ANCHOR.

3. DRILL HOLE…