REVISED SHEETS_BLDG_1_BLDG_45_BLDG_46.pdf

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SYMBOLS LEGEND

RD ROOF DRAIN

THRU WALL SCUPPER

V PLUMBING VENT PENETRATION

CURB MOUNTED EXAUST VENT

ARCHITECTURAL VENTS

DUCTWORK PENETRATION

E ELECTRICAL CONDUIT PENETRATION

ORD OVERFLOW ROOF DRAIN

OPEN CANALE

ACCESS LADDER

ACCESS ROOF HATCH

CURB MOUNTED MECHANICAL UNIT

CURB MOUNTED SKYLIGHT

E ELECTRICAL CONDUIT

G GAS PIPE

SURFACE MOUNTED DUCTWORK

CHAIN-LINK ENCLOSED WALKWAY

MINI-SPLIT COMPESSOR

CRICKET

DOOR TAG NUMBER, REFER TO EXISTING DOOR SHEET

A203 & DOOR SCHEDULE SHEET A601

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

AD101

BUILDING #1 - DEMOLITION

ROOF PLAN

F i l e

P a t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

VHG Architects 2428 Baylor Drive SE Albuquerque, NM 87106 505.247.9955 Van Gilbert

ROOF CONSULTANT:

Armstrong Group Inc.

PO Box 92977 Albuquerque, NM 87199 505.235.7596 David Armstrong

REPLACE ROOFS ON CAMPUS

New Mexico VA Campus

501-19-100

Building #1 Project Director

DRA ML/AMBRevisions: Date:

1/8" = 1'-0"

BUILDING #1 - DEMOLITION ROOF PLAN - WEST

F3

GENERAL SHEET NOTES

1. THE CONTRACTOR SHALL NOT REMOVE ANY EXISTING ROOFING SYSTEM,

DAMAGED DECKING, OR INSTALL NEW ROOFING SYSTEM WHEN WEATHER

CONDITIONS THREATEN THE INTEGRITY OF THE BUILDING CONTENTS OR

OCCUPANTS. THE CONTRACTOR SHALL COMPLETE EACH DAY'S ROOFING

CYCLE AND PROVIDE A WELDED OR FOAMED TEMPORARY SEAL AT

JUNCTION OF NEW ROOF AND EXISTING ROOF. THE CONTRACTOR SHALL

MAINTAIN A WATERPROOF COMPLETED AREA WITH EACH ROOFING CYCLE.

NO TOLERANCES WILL BE GIVEN.

2. ALL LOCATIONS OF ITEMS SHOWN ON ROOF PLANS ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

3. PERFORM ALL DISCONNECTS, EXTENSIONS AND RECONNECTIONS AS

REQUIRED TO ACCOMMODATE NEW ROOF HEIGHTS, FOR ITEMS BEING RAISED

AND REMOUNTED FOR RE-ROOFING WORK. AND MUST BE PART OF

CONTRACTORS SUBMITTED WORK SCHEDULE AND MUST BE SCHEDULED

PRIOR TO ANY DISCONNECT OR RECONNECT. RETURN ALL ITEMS TO

OPERATIONAL CONDITION PRIOR TO END OF DAY'S WORK. NOTIFY THE

ARCHITECT OF ANY DEFECTIVE ITEMS DISCOVERED DURING WORK.

4. PIPES 1-1/2" AND SMALLER SHALL BE SUPPORTED AT 8'-0" O.C. MAXIMUM

AND PIPES 2" AND LARGER SHALL BE SUPPORTED AT 10'-0" O.C. MAXIMUM.

5. THIS IS A POPULATED BUILDING SPECIAL CONSIDERATION, SCHEDULING,

NOISE LEVELS AND STAGING WILL BE REQUIRED DURING ROOFING.

6. THE CONTRACTORS SHALL HAVE THE OPPORTUNITY TO ACQUAINT

THEMSELVES WITH ALL EXISTING CONDITIONS AT THE PREBID AND BY

APPOINTMENT IF SECONDARY INSPECTION IS NEEDED. NO ALLOWANCES

SHALL BE MADE FOR CONDITIONS THAT ARE CLEARLY VISIBLE OR

DETECTABLE WITH SOME RESEARCH EFFORT.

7. THE LOADING AREA AVAILABLE AT GROUND LEVEL IS A FIRE, EMERGENCY

AND SECURITY ACCESS AREA, A STRICT SCHEDULE FOR STAGING OF

DELIVERIES AND CRANING OF MATERIAL MUST BE SUBMITTED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING ALL NECESSARY PERMITS. ALL MATERIALS

WILL HAVE TO BE STORED ON THE ROOF AREAS AND IN STAGING AREA, AS

WELL AS SANITARY FACILITIES.

8. NO EMPLOYEES WILL BE ALLOWED IN THE BUILDING. ESCORTED SECURITY

WILL NEED TO BE SCHEDULED FOR THE FOLLOWING: ACCESS TO THE ROOF

AND ACCESS TO AREAS WITHIN THE BUILDING NECESSARY TO COMPLETE THE

SCOPE OF WORK.

9. BEFORE ANY UTILITY CUT OFFS OR DEMOLITION IS TO OCCUR, A SCHEDULE

MUST BE SUBMITTED TO THE ARCHITECT AND APPROVED BY VA

REPRESENTATIVE. REFER TO SECTION 01 00 00 FOR ADVANCE NOTICE

REQUIREMENTS. WORK SCHEDULES WILL BE REQUIRED TO BE SUBMITTED TO

THE OWNER REPRESENTATIVE TWICE WEEKLY, ANTICIPATING THE NEXT

WEEK'S WORK.

10.THE CONTRACTOR SHALL PROVIDE LICENSED PLUMBING, MECHANICAL AND

ELECTRICAL CONTRACTORS TO REMOVE AND REINSTALL ALL EXISTING

EQUIPMENT ON THE ROOF. ALL EQUIPMENT SHALL BE FULLY OPERATIONAL

WHEN REINSTALLED. CONTRACTOR'S WORK SHALL MEET CURRENT

APPLICABLE BUILDING CODES AND OSHA SAFETY REQUIREMENTS.

11.THE ROOFING CONTRACTOR SHALL PROVIDE FASTENERS AS REQUIRED

FOR CORROSIVE AGENTS ADDED TO TREATED WOOD NAILERS (IF

PRESERVED WOODS ARE USED) AND AS RECOMMENDED BY THE ROOFING

MANUFACTURER AND AS REQUIRED FOR THE WARRANTY.

12. ALL ROOFING SHALL BE ATTACHED TO THE BUILDING IN ACCORDANCE WITH

FM 1-75 WIND UPLIFT FASTENING PATTERN AND ASCE 7 REQUIREMENTS.

13.THE DETAILS SHOWN IN DRAWINGS AND PLANS ARE FOR INTENT. THE MOST

STRINGENT REQUIREMENTS BETWEEN CONSTRUCTION DOCUMENTS,

MANUFACTURERS' DETAILS, SMACNA REQUIREMENTS AND NRCA

RECOMMENDATIONS WILL BE REQUIRED.

14. ALL AREAS TO RECEIVE NEW ROOFING MEMBRANE SHALL BE

INCORPORATED INTO ROOFING WARRANTY, INCLUDING NEW WALL AND

PARAPET MEMBRANE WORK. WARRANTY SHALL INCLUDE ALL

PENETRATIONS, FLASHING AND TERMINATIONS. CONTRACTOR SHALL

PROVIDE AND INSTALL ALL FLASHINGS, TRIM, SEALANTS, NAILERS,

MATERIALS, ETC. REQUIRED TO PROVIDE A COMPLETE WATERPROOF AND

NO DOLLAR LIMIT WARRANTED SYSTEM.

15.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

16.THE ROOFING SYSTEM SHALL BE INSTALLED PER PLANS, DETAILS,

SPECIFICATIONS & MANUFACTURER'S REQUIREMENTS, AND PROVIDE A 30

YEAR NO DOLLAR LIMIT WARRANTY AS OUTLINED IN THE SPECIFICATIONS.

17.PREDRILL ALL METAL FLASHING/ COUNTER FLASHING MATERIAL PRIOR TO

INSTALLING FASTENERS.

18.THESE DRAWINGS INDICATE, IN GENERAL, ITEMS OF MATERIAL AND

EQUIPMENT WHICH MUST BE REMOVED, REUSED, REFINISHED OR

MODIFIED. NO ATTEMPT HAS BEEN MADE TO INDICATE EACH AND EVERY

PORTION OF DEMOLITION AND REMODELING WORK. THE INTENT OF THE

DRAWINGS IS TO PROVIDE A GUIDELINE TO THE CONTRACTOR(S) TO BETTER

ENABLE HIM TO ANTICIPATE THE ENTIRE SCOPE OF WORK. THE

CONTRACTOR(S) ARE ADVISED TO VISIT THE JOB SITE TO GET FAMILIAR

WITH THE WORK : SCOPE, EXTENT AND ROOF AREAS, PRIOR TO BIDDING.

SEE GENERAL NOTE 6 IN REGARD TO SCHEDULING SITE VISITS.

19. ALL WALLS OVER 32" WILL REQUIRE INTERIM TERM BAR. FASTEN 12" O.C..

20.CONTRACTOR SHALL INCLUDE ALL MECHANICAL AND ELECTRICAL COSTS

NECESSARY FOR DISCONNECTING OF EXISTING ROOFTOP EQUIPMENT AND

ITS RE-INSTALLATION . CONDUCT NECESSARY TESTS TO VERIFY THAT UNITS

ARE FUNCTIONAL. THIS INCLUDES RAISING OF CURBS TO MEET 12" ABOVE

FINISHED ROOF. ALL CURBS GREATER THAN 24" WILL REQUIRE A CRICKET.

21.ON EXISTING ROOFING SYSTEMS AND WALLS THAT ARE NOT PART OF THIS

ROOFING PROJECT, ANY DAMAGE OCCURRING DURING THE RENOVATION

WORK SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. NOTIFY OWNER/

ARCHITECT IN WRITING PRIOR TO STARTING WORK IF ANY DAMAGES ARE

PRESENT. DAMAGES NOT REPORTED WILL BE CONSIDERED NEW AND

CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS. REPAIRS MUST NOT VOID

ANY EXISTING WARRANTIES.

22.ALL SECURITY, SATELLITE, WEATHER STATIONS, PHONE AND BUILDING

DECORATIONS WILL BE HANDLED BY OWNER. COORDINATE WITH OWNER

ON DISCONNECT AND RECONNECT.

23.ALL TOOLS AND WORK RELATED EQUIPMENT MUST BE WITHIN WORKERS'

POSSESSION AND CONTROL AT ALL TIMES.

24.CONTRACTOR SHALL PROVIDE AN INVENTORY OF ALL NON WORKING AND

ABANDONED MECHANICAL EQUIPMENT, SUPPLY LINES, DAMAGED

CEILING TILES, SIDEWALKS AND OTHER BLDG COMPONENTS THAT COULD

BE AFFECTED BY ROOFING PROCESS. ALL ABANDONED ITEMS SHALL BE

REMOVED.

25.COORDINATE ALL MECHANICAL UNIT SHUTOFFS WITH THE PROJECT

MANAGER/COR. NO COORDINATION IS TO TAKE PLACE WITH THE USER GROUP.

26.THE DESIGNER AND CONSULTANT IS NOT RESPONSIBLE FOR THE ACT AND

OMISSION OF ANY CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPLIER,

INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SAFETY PRECAUTIONS /

PROGRAMS AND THEIR ENFORCEMENT, OR FOR THE CONSTRUCTION MEANS

AND METHODS, TECHNIQUES, SEQUENCING AND PROCEDURES EMPLOYED BY

THE CONTRACTORS AND THE INCLUSION OF THE REQUIREMENTS OF THE

MANUFACTURE FROM THEIR PUBLISHED DOCUMENTS, PROCEDURES, AND

THEIR STAFF ISSUED VERBAL AND WRITTEN INSTRUCTIONS AND REMEDIES.

27.ALL EQUIPMENT THAT CONTAINS FLAMMABLE FLUIDS MUST EITHER BE

REMOVED ON A DAILY BASIS OR THE EQUIPMENT TANK MUST BE DRAINED AT

END OF EACH DAY. ANY FLAMMABLE FLUID IN CONTAINERS MUST BE

REMOVED FROM THE ROOF ON A DAILY BASIS.

28.ROOF MUST BE WATERTIGHT AT ALL TIMES. CONTRACTOR MUST SUBMIT A

NIGHT SEAL PLAN.

29.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS.

30.WELD ALL INDUCTION PLATES DAILY, WELD SEAMS DAILY AND PROBE SEAMS

DAILY.

A. ROOF AREA A: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· MOPPED DECK

· CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

B. ROOF AREA B: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1" FIBERBOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX. 2" (ASSUMED CORE - V.I.F.)

C. ROOF AREA C: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· 80 MIL HYPALON MEMBRANE

· 1/2" FIBER BOARD

· SLOPED CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

· *ASBESTOS DETECTED IN THE PARAPET FLASHINGS

D. ROOF AREA D: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· 80 MIL HYPALON MEMBRANE

· 1" FIBER BOARD

· SLOPED CONCRETE DECK

· CORE THICKNESS: APPROX. 2"

· *ASBESTOS DETECTED IN THE PARAPET FLASHINGS

E. ROOF AREA E: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· 80 MIL HYPALON MEMBRANE

· 3" POLYISOCYANURATE BOARD

· SLOPED CONCRETE DECK

· CORE THICKNESS: APPROX. 4"

F. ROOF AREA F: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· 80 MIL HYPALON MEMBRANE

· 1/2" FIBER BOARD

· ASPHALT

· SLOPED CONCRETE DECK

· CORE THICKNESS: APPROX. 2"

G. ROOF AREA G: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· 1 1/2" POLYISO

· STEEL B- DECKING

· CORE THICKNESS: APPROX. 3"

H. ROOF AREA H: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· 80 MIL HYPALON MEMBRANE

· 1/4" FIBER BOARD

· SLOPED CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

I. ROOF AREA I: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· 80 MIL HYPALON MEMBRANE

· 1/4" FIBER BOARD

· SLOPED CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

J. ROOF AREA J: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· METAL DECK

· CORE THICKNESS: APPROX. 1" (ASSUMED CORE - V.I.F.)

K. ROOF AREA K: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· 3" TECTUM DECK

· CORE THICKNESS: APPROX. 1"

L. ROOF AREA L: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

M. ROOF AREA M: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX.1"

N. ROOF AREA N: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

O. ROOF AREA O: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

P. ROOF AREA P: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD, MOPPED

· CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

Q. ROOF AREA Q: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBERBOARD

· 1

" POLYISO

· METAL DECK

· CORE THICKNESS: APPROX. 3" (ASSUMED CORE-V.I.F)

R. ROOF AREA R: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX. 1"

S. ROOF AREA S: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1" FIBERBOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX. 2" (ASSUMED CORE - V.I.F.)

T. ROOF AREA T: EXISTING ROOFING TO BE REMOVED DOWN TO DECK:

· TPO

· 1/2" FIBER BOARD

· CONCRETE DECK

· CORE THICKNESS: APPROX. 1" (ASSUMED CORE - V.I.F.)

U. REMOVE EXISTING LEAD FLASHINGS, COUNTERFLASHINGS,

BASEFLASHINGS, PENETRATION POCKETS, AND PENETRATION

FLASHINGS.

V. BASEFLASHING HEIGHTS APPROX. 12" H.

W. EXISTING ACCESS LADDER TO REMAIN.

X. EXISTING SCUPPERS, LEADER BOXES, DOWNSPOUTS AND CANALES TO

BE REMOVED AND REPLACED.

Y. SHORE EXISTING PERGOLA STRUCTURE AND RAISE FRONT BEAM TO

ALLOW ACCESS TO EXISTING COLUMNS. REMOVE EXISTING COLUMN

SUPPORT BASE IN IT'S ENTIRETY. SHORTEN COLUMNS -FIELD VERIFY

MINIMUM AMOUNT TO CUT IN ORDER TO WORK AND INSTALL BRACKETS

SEE EXISTING PHOTOS 26, 27, 28 & 29/A202.

DEMO/EXIST. KEYNOTES

REFERENCE KEY PLAN

DEMO GENERAL NOTES

1. REFER TO ASBESTOS TESTING REPORT FOR MATERIALS CONTAINING

ASBESTOS, THAT HAS BEEN MADE AVAILABLE AS PART OF BIDDING

DOCUMENTS. ALL ASBESTOS AND LEAD FLASHING ABATEMENT IS THE

CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR WILL BE

RESPONSIBLE FOR REMOVAL AND DISPOSAL PER OSHA

REQUIREMENTS, BE PERFORMED WITH CERTIFIED PERSONAL, AND

DISPOSED OF AT APPROVED DISPOSAL SITES. REFER TO

SPECIFICATION SECTION 02 82 13.21 ASBESTOS ROOFING ABATEMENT

FOR ADDITIONAL REQUIREMENTS.

2. ALL LISTED HEIGHTS AND QUANTITIES OF DEMOLITION ON DRAWINGS

ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR FOR

EXACT QUANTITIES.

3. REFER TO SHEET A201, A202, A203 & A204 FOR EXISTING CONDITIONS

PHOTOS. PHOTOS SHOW EXAMPLES OF EXISTING CONDITIONS, DOORS,

AND CORE INFORMATION AS NOTED. PHOTOS MAY REPRESENT MORE

THAN ONE OCCURRENCE AND MAY NOT SHOW EXAMPLES OF ALL

CONDITIONS.

4. DATUM = FIRST FLOOR FINISH ELEVATION IS 0.0'.

5. DENOTES DOOR NUMBER TAG. REFER TO SHEETS A203 & A601 FOR

ADDITIONAL DOOR INFORMATION.

6. ALL METAL DECKS SHALL BE SCOURED W/ WIRE BRUSH TO REMOVE

ALL RUST BUILT UP AND A RUST INHIBITOR SHALL BE APPLIED.

N.T.S.

BUILDING #1 - PROPOSED STAGING AREA

B2

PLAN

NORTH

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

0 4' 8' 16'

TRUE

NORTH

EXISTING EMERGENCY

GENERATOR ENCLOSURE

TO REMAIN ACCESSIBLE

AT ALL TIMES

Issue Date October 5, 2022

FINAL CONSTRUCTION

BID DOCUMENTS

June 30, 2023 Amendment 00021

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52.0'

39.0'

39.0'

61.0'

Core #11

Core #10

Core #14

Core #13

Core #12

Spike #15

1B

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1A

SYMBOLS LEGEND

RD ROOF DRAIN

THRU WALL SCUPPER

V PLUMBING VENT PENETRATION

CURB MOUNTED EXAUST VENT

ARCHITECTURAL VENTS

DUCTWORK PENETRATION

E ELECTRICAL CONDUIT PENETRATION

ORD OVERFLOW ROOF DRAIN

OPEN CANALE

ACCESS LADDER

ACCESS ROOF HATCH

CURB MOUNTED MECHANICAL UNIT

CURB MOUNTED SKYLIGHT

E ELECTRICAL CONDUIT

G GAS PIPE

SURFACE MOUNTED DUCTWORK

CHAIN-LINK ENCLOSED WALKWAY

MINI-SPLIT COMPESSOR

CRICKET

DOOR TAG NUMBER, REFER TO EXISTING DOOR SHEET

A203 & DOOR SCHEDULE SHEET A601

80 MIL THERMOPLASTIC MEMBRANE

MIN. 2 LAYERS R-20 RIGID INSULATION

EXISTING CONCRETE

ROOF DECK

" HD COVERBOARD

PEEL & STICK MEMBRANE

80 MIL THERMOPLASTIC MEMBRANE

MIN. 2 LAYERS R-20 RIGID INSULATION

EXISTING METAL ROOF

DECK

" HD COVERBOARD

80 MIL THERMOPLASTIC MEMBRANE

MIN. 2 LAYERS R-20 RIGID INSULATION

EXISTING TECTUM ROOF

DECK

1/2" HD COVERBOARD

3/4" EXTERIOR GRADE

CDX PLYWOOD

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A101

BUILDING #1 - ROOF PLAN

F i t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

VHG Architects 2428 Baylor Drive SE Albuquerque, NM 87106 505.247.9955 Van Gilbert

ROOF CONSULTANT:

Armstrong Group Inc.

PO Box 92977 Albuquerque, NM 87199 505.235.7596 David Armstrong

REPLACE ROOFS ON CAMPUS

New Mexico VA Campus

501-19-100

Building #1 Project Director

DRA ML/AMBRevisions: Date:

1/8" = 1'-0"

BUILDING #1 - ROOF PLAN - WEST

F3

GENERAL SHEET NOTES

1. THE CONTRACTOR SHALL NOT REMOVE ANY EXISTING ROOFING SYSTEM,

DAMAGED DECKING, OR INSTALL NEW ROOFING SYSTEM WHEN WEATHER

CONDITIONS THREATEN THE INTEGRITY OF THE BUILDING CONTENTS OR

OCCUPANTS. THE CONTRACTOR SHALL COMPLETE EACH DAY'S ROOFING

CYCLE AND PROVIDE A WELDED OR FOAMED TEMPORARY SEAL AT

JUNCTION OF NEW ROOF AND EXISTING ROOF. THE CONTRACTOR SHALL

MAINTAIN A WATERPROOF COMPLETED AREA WITH EACH ROOFING CYCLE.

NO TOLERANCES WILL BE GIVEN.

2. ALL LOCATIONS OF ITEMS SHOWN ON ROOF PLANS ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

3. PERFORM ALL DISCONNECTS, EXTENSIONS AND RECONNECTIONS AS

REQUIRED TO ACCOMMODATE NEW ROOF HEIGHTS, FOR ITEMS BEING RAISED

AND REMOUNTED FOR RE-ROOFING WORK. AND MUST BE PART OF

CONTRACTORS SUBMITTED WORK SCHEDULE AND MUST BE SCHEDULED

PRIOR TO ANY DISCONNECT OR RECONNECT. RETURN ALL ITEMS TO

OPERATIONAL CONDITION PRIOR TO END OF DAY'S WORK. NOTIFY THE

ARCHITECT OF ANY DEFECTIVE ITEMS DISCOVERED DURING WORK.

4. PIPES 1-1/2" AND SMALLER SHALL BE SUPPORTED AT 8'-0" O.C. MAXIMUM

AND PIPES 2" AND LARGER SHALL BE SUPPORTED AT 10'-0" O.C. MAXIMUM.

5. THIS IS A POPULATED BUILDING SPECIAL CONSIDERATION, SCHEDULING,

NOISE LEVELS AND STAGING WILL BE REQUIRED DURING ROOFING.

6. THE CONTRACTORS SHALL HAVE THE OPPORTUNITY TO ACQUAINT

THEMSELVES WITH ALL EXISTING CONDITIONS AT THE PREBID AND BY

APPOINTMENT IF SECONDARY INSPECTION IS NEEDED. NO ALLOWANCES

SHALL BE MADE FOR CONDITIONS THAT ARE CLEARLY VISIBLE OR

DETECTABLE WITH SOME RESEARCH EFFORT.

7. THE LOADING AREA AVAILABLE AT GROUND LEVEL IS A FIRE, EMERGENCY

AND SECURITY ACCESS AREA, A STRICT SCHEDULE FOR STAGING OF

DELIVERIES AND CRANING OF MATERIAL MUST BE SUBMITTED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING ALL NECESSARY PERMITS. ALL MATERIALS

WILL HAVE TO BE STORED ON THE ROOF AREAS AND IN STAGING AREA, AS

WELL AS SANITARY FACILITIES.

8. NO EMPLOYEES WILL BE ALLOWED IN THE BUILDING. ESCORTED SECURITY

WILL NEED TO BE SCHEDULED FOR THE FOLLOWING: ACCESS TO THE ROOF

AND ACCESS TO AREAS WITHIN THE BUILDING NECESSARY TO COMPLETE THE

SCOPE OF WORK.

9. BEFORE ANY UTILITY CUT OFFS OR DEMOLITION IS TO OCCUR, A SCHEDULE

MUST BE SUBMITTED TO THE ARCHITECT AND APPROVED BY VA

REPRESENTATIVE. REFER TO SECTION 01 00 00 FOR ADVANCE NOTICE

REQUIREMENTS. WORK SCHEDULES WILL BE REQUIRED TO BE SUBMITTED TO

THE OWNER REPRESENTATIVE TWICE WEEKLY, ANTICIPATING THE NEXT

WEEK'S WORK.

10.THE CONTRACTOR SHALL PROVIDE LICENSED PLUMBING, MECHANICAL AND

ELECTRICAL CONTRACTORS TO REMOVE AND REINSTALL ALL EXISTING

EQUIPMENT ON THE ROOF. ALL EQUIPMENT SHALL BE FULLY OPERATIONAL

WHEN REINSTALLED. CONTRACTOR'S WORK SHALL MEET CURRENT

APPLICABLE BUILDING CODES AND OSHA SAFETY REQUIREMENTS.

11.THE ROOFING CONTRACTOR SHALL PROVIDE FASTENERS AS REQUIRED

FOR CORROSIVE AGENTS ADDED TO TREATED WOOD NAILERS (IF

PRESERVED WOODS ARE USED) AND AS RECOMMENDED BY THE ROOFING

MANUFACTURER AND AS REQUIRED FOR THE WARRANTY.

12. ALL ROOFING SHALL BE ATTACHED TO THE BUILDING IN ACCORDANCE WITH

FM 1-75 WIND UPLIFT FASTENING PATTERN AND ASCE 7 REQUIREMENTS.

13.THE DETAILS SHOWN IN DRAWINGS AND PLANS ARE FOR INTENT. THE MOST

STRINGENT REQUIREMENTS BETWEEN CONSTRUCTION DOCUMENTS,

MANUFACTURERS' DETAILS, SMACNA REQUIREMENTS AND NRCA

RECOMMENDATIONS WILL BE REQUIRED.

14. ALL AREAS TO RECEIVE NEW ROOFING MEMBRANE SHALL BE

INCORPORATED INTO ROOFING WARRANTY, INCLUDING NEW WALL AND

PARAPET MEMBRANE WORK. WARRANTY SHALL INCLUDE ALL

PENETRATIONS, FLASHING AND TERMINATIONS. CONTRACTOR SHALL

PROVIDE AND INSTALL ALL FLASHINGS, TRIM, SEALANTS, NAILERS,

MATERIALS, ETC. REQUIRED TO PROVIDE A COMPLETE WATERPROOF AND

NO DOLLAR LIMIT WARRANTED SYSTEM.

15.CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

16.THE ROOFING SYSTEM SHALL BE INSTALLED PER PLANS, DETAILS,

SPECIFICATIONS & MANUFACTURER'S REQUIREMENTS, AND PROVIDE A 30

YEAR NO DOLLAR LIMIT WARRANTY AS OUTLINED IN THE SPECIFICATIONS.

17.PREDRILL ALL METAL FLASHING/ COUNTER FLASHING MATERIAL PRIOR TO

INSTALLING FASTENERS.

18.THESE DRAWINGS INDICATE, IN GENERAL, ITEMS OF MATERIAL AND

EQUIPMENT WHICH MUST BE REMOVED, REUSED, REFINISHED OR

MODIFIED. NO ATTEMPT HAS BEEN MADE TO INDICATE EACH AND EVERY

PORTION OF DEMOLITION AND REMODELING WORK. THE INTENT OF THE

DRAWINGS IS TO PROVIDE A GUIDELINE TO THE CONTRACTOR(S) TO BETTER

ENABLE HIM TO ANTICIPATE THE ENTIRE SCOPE OF WORK. THE

CONTRACTOR(S) ARE ADVISED TO VISIT THE JOB SITE TO GET FAMILIAR

WITH THE WORK : SCOPE, EXTENT AND ROOF AREAS, PRIOR TO BIDDING.

SEE GENERAL NOTE 6 IN REGARD TO SCHEDULING SITE VISITS.

19. ALL WALLS OVER 32" WILL REQUIRE INTERIM TERM BAR. FASTEN 12" O.C..

20.CONTRACTOR SHALL INCLUDE ALL MECHANICAL AND ELECTRICAL COSTS

NECESSARY FOR DISCONNECTING OF EXISTING ROOFTOP EQUIPMENT AND

ITS RE-INSTALLATION . CONDUCT NECESSARY TESTS TO VERIFY THAT UNITS

ARE FUNCTIONAL. THIS INCLUDES RAISING OF CURBS TO MEET 12" ABOVE

FINISHED ROOF. ALL CURBS GREATER THAN 24" WILL REQUIRE A CRICKET.

21.ON EXISTING ROOFING SYSTEMS AND WALLS THAT ARE NOT PART OF THIS

ROOFING PROJECT, ANY DAMAGE OCCURRING DURING THE RENOVATION

WORK SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. NOTIFY OWNER/

ARCHITECT IN WRITING PRIOR TO STARTING WORK IF ANY DAMAGES ARE

PRESENT. DAMAGES NOT REPORTED WILL BE CONSIDERED NEW AND

CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS. REPAIRS MUST NOT VOID

ANY EXISTING WARRANTIES.

22.ALL SECURITY, SATELLITE, WEATHER STATIONS, PHONE AND BUILDING

DECORATIONS WILL BE HANDLED BY OWNER. COORDINATE WITH OWNER

ON DISCONNECT AND RECONNECT.

23.ALL TOOLS AND WORK RELATED EQUIPMENT MUST BE WITHIN WORKERS'

POSSESSION AND CONTROL AT ALL TIMES.

24.CONTRACTOR SHALL PROVIDE AN INVENTORY OF ALL NON WORKING AND

ABANDONED MECHANICAL EQUIPMENT, SUPPLY LINES, DAMAGED

CEILING TILES, SIDEWALKS AND OTHER BLDG COMPONENTS THAT COULD

BE AFFECTED BY ROOFING PROCESS. ALL ABANDONED ITEMS SHALL BE

REMOVED.

25.COORDINATE ALL MECHANICAL UNIT SHUTOFFS WITH THE PROJECT

MANAGER/COR. NO COORDINATION IS TO TAKE PLACE WITH THE USER GROUP.

26.THE DESIGNER AND CONSULTANT IS NOT RESPONSIBLE FOR THE ACT AND

OMISSION OF ANY CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPLIER,

INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SAFETY PRECAUTIONS /

PROGRAMS AND THEIR ENFORCEMENT, OR FOR THE CONSTRUCTION MEANS

AND METHODS, TECHNIQUES, SEQUENCING AND PROCEDURES EMPLOYED BY

THE CONTRACTORS AND THE INCLUSION OF THE REQUIREMENTS OF THE

MANUFACTURE FROM THEIR PUBLISHED DOCUMENTS, PROCEDURES, AND

THEIR STAFF ISSUED VERBAL AND WRITTEN INSTRUCTIONS AND REMEDIES.

27.ALL EQUIPMENT THAT CONTAINS FLAMMABLE FLUIDS MUST EITHER BE

REMOVED ON A DAILY BASIS OR THE EQUIPMENT TANK MUST BE DRAINED AT

END OF EACH DAY. ANY FLAMMABLE FLUID IN CONTAINERS MUST BE

REMOVED FROM THE ROOF ON A DAILY BASIS.

28.ROOF MUST BE WATERTIGHT AT ALL TIMES. CONTRACTOR MUST SUBMIT A

NIGHT SEAL PLAN.

29.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS.

30.WELD ALL INDUCTION PLATES DAILY, WELD SEAMS DAILY AND PROBE SEAMS

DAILY.

1. NEW ROOF ASSEMBLY: FULLY ADHERE 80 MIL TPO MEMBRANE TO 1/2"

HIGH DENSITY COVERBOARD WITH BONDING ADHESIVE. 1/2" HD

COVERBOARD TO BE FOAM ADHERED WITH MANUFACTURER APPROVED

AND UPLIFT TESTED FOAM ADHESIVE TO NEW MIN. 2 LAYERS

POLYISOCYANURATE INSULATION EQUALING R-20. INSULATION IS TO BE

FOAM ADHERED TO NEW PEEL AND STICK MEMBRANE THAT HAS BEEN

APPLIED TO THE EXISTING CONCRETE DECK. SEE DETAIL E1/A101.

1A. NEW ROOF ASSEMBLY: FULLY ADHERE 80 MIL TPO MEMBRANE TO 1/2" HD

COVERBOARD WITH BONDING ADHESIVE. 1/2" HD COVERBOARD TO BE

FOAM ADHERED WITH MANUFACTURER APPROVED AND UPLIFT TESTED

FOAM ADHESIVE TO NEW MIN. 2 LAYERS POLYISOCYANURATE INSULATION

EQUALING R-20. FIRST LAYER OF INSULATION IS TO MECHANICALLY

FASTENED TO EXISTING METAL DECK. ALL REMAINING LAYERS TO BE

FOAM ADHERED. SEE D1/A101.

1B. BASE BID TO INCLUDE 1000SF OF METAL B DECK REPLACEMENT. PROVIDE

UNIT PRICE PER SF FOR DECK REPLACEMENT AS WELL.

2. ALL NEW IDENTIFIED CRICKETS IN AREAS INDICATED ON DRAWINGS MUST

PROVIDE POSITIVE SLOPE AND DRAINAGE, WATER TESTED TO INSURE

POSITIVE DRAINAGE. CRICKETS NEED TO BE MINIMUM 1/4" GREATER THEN

THE SLOPE OF THE ROOF AND BUILT WITH 3 TO 1 RATIO TO CREATE

POSITIVE SLOPE. CRICKETS ARE SHOWN FOR INTENT AND ARE NOT TO

SCALE. CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE.

3. VENT PIPE / ELECTRICAL / GAS PIPE PENETRATIONS THROUGH ROOF TO

BE LEFT IN PLACE. INSTALL NEW MEMBRANE ROOF FLASHING AS

REQUIRED TO TERMINATE NEW ROOFING. SEE DETAILS B1, B3, B5/A501.

4. EXISTING HVAC MECHANICAL EQUIPMENT TO REMAIN. INSTALL NEW KNEE

CURBS TO REPLACE ANY WOOD SUPPORTS. SEE DETAIL D6/A501.

INSTALL NEW FLASHING AT EXISTING PENETRATION CURB ENCLOSURE.

SEE DETAIL B6/A501.

5. INSTALL ROOF DRAINS PER DETAIL F1/A501. ALL DRAINS MUST BE

REPLACED WITH NEW DRAINS. THE DRAINS CAN BE NEW DRAIN INSERTS

WITH METAL COATED FLANGES THAT IS ACCEPTABLE AND WARRANTED

IN THE ROOFING SYSTEM. CLEAN-OUT ALL ROOF DRAINS.

6. ALL SURFACE RUN GAS LINES AND ELECTRICAL CONDUITS TO HAVE NEW

SUPPORTS PER DETAIL D7/A501.

7. INSTALL NEW FLASHING AT NON -EGRESS DOOR THRESHOLD, SEE DETAIL

F8/A501.

8. INSTALL NEW MEMBRANE COATED OVERFLOW CANALE AT EXISTING

SCUPPER/CANALE LOCATIONS. SEE DETAIL F3/A501. PATCH & SEAL

STUCCO ON OUTSIDE. COLOR COAT TO MATCH.

9. EXISTING LIGHTNING PROTECTION SYSTEM TO BE REMOVED AND

RECYCLED AND/OR DISPOSED PROPERLY. CONTRACTOR SHALL

RECYCLE LIGHTNING PROTECTION METALS AND REVERT THE DOLLAR

AMOUNT BACK TO CONTRACT FOR CHANGE ORDERS. REFER TO

LIGHTNING PROTECTION SHEETS LP-101, LP-102 & LP-106 FOR

INSTALLATION OF NEW LIGHTNING PROTECTION SYSTEM. CONTRACTOR

TO PROVIDE PROPER SECUREMENT, SEE DETAIL D5/A501.

10. REMOVE EXISTING STEEL RAMP, COORDINATE REPLACEMENT OR

RE-INSTALLATION AT THESE LOCATIONS WITH NEW ROOF LEVEL. INSTALL

NEW DOOR THRESHOLD FLASHING PER DETAIL F8/A501.

11. PROVIDE NEW METAL EDGE DETAIL AT ROOF AREA C1,

SEE DETAIL. F6, F7/A501.

12. REMOVE EXISTING COUNTERFLASHING AT EXISTING VENT BOXES AND

INSTALL NEW TWO PIECE COUNTERFLASHING ABOVE OLD REMOVED

COUNTERFLASHING. INSTALL NEW ELASTOMERIC COATING ON ALL WALL

SIDES ABOVE NEW COUNTERFLASHING AND ON ROOF OF VENT BOX. SEE

DETAIL B8/A501.

13. RAISE EXISTING DOOR THRESHOLD AT EGRESS DOOR AND INSTALL NEW

FLASHING PER DETAIL D8/A501. MODIFY EXISTING DOOR AND FRAME TO

FIT NEW OPENING OR REPLACE. COLOR TO MATCH EXISTING.

14. REMOVE EXISTING COUNTERFLASHING AND INSTALL NEW TWO PIECE

COUNTERFLASHING ABOVE OLD REMOVED COUNTERFLASHING.

SEE DETAIL D1/A501.

15. INSTALL NEW DIVIDER WALL, SEE DETAIL D3/A501.

16. REMOVE EXISTING CAPPED DUCT DOWN TO DECK. INFILL AND REROOF.

17. REMOVE EXISTING WOOD DOOR & TRANSOM AND REPLACE WITH NEW

CUSTOM WOOD DOOR W/ INSULATED GLAZING TO MATCH EXISTING.

COLOR TO MATCH.

18. EXISTING CHAINLINK EGRESS ENCLOSURE TO REMAIN. PROVIDE NEW

FLASHING BOOT AT SUPPORTS PER DETAILB1, B3/A501. INSTALL NEW

WALKPADS FULL LENGTH AND WIDTH OF ENCLOSURE WALKWAY AREA.

19. RAISE EXISTING DOOR THRESHOLD AT NON-EGRESS DOOR AND INSTALL

NEW FLASHING PER DETAIL F8/A501. MODIFY EXISTING DOOR AND FRAME

TO FIT NEW OPENING, UNLESS NOTED TO REPLACE.

20. WRAP MEMBRANE OVER RAISED CURB AT WALKWAY AREA.

21. ELEVATED CONCRETE WALKWAY TO REMAIN.

22. INSTALL TAPERED INSULATION BEHIND BAFFLE TO ALLOW FOR POSITIVE

DRAINAGE.

23. INSTALL NEW MEMBRANE COATED OVERFLOW CANALE, SEE DETAIL

F3/A501. PATCH & SEAL STUCCO ON OUTSIDE. COLOR COAT TO MATCH.

24. EXISTING DIVIDER WALL, SEE DETAIL D3/A501.

25. EXISTING ROOF LADDER TO BE DISCONNECTED AND RE-INSTALLED AS REQUIRED

TO INSTALL NEW ROOF SYSTEM. VERIFY LADDER IS PROPERLY SECURED TO

WALL. IF NOT, PROVIDE PROPER SECUREMENT. PROVIDE AND INSTALL TWO

ROWS OF WALKPADS AT EACH LADDER LANDING.

26. INSTALL NEW COLUMN BASE SUPPORT, LOWER SHORTENED WOOD

COLUMNS DOWN ONTO NEW BASE SUPPORTS AND SECURE. SEE DETAIL

F3/A502. CONTRACTOR MUST TAKE CARE NOT TO DAMAGE THE PERGOLA

AND SURROUNDING STUCCO DURING THE PROCESS.

27. INSTALL NEW DOWNSPOUT AT NEW OVERFLOW CANALE. COLOR AND

CONFIGURATION TO MATCH EXISTING. SEE DETAIL F5/A501.

28. WRAP MEMBRANE UP AND OVER EXISTING ELEVATION CHANGE.

29. REMOVE ALL CAULKING BY GRINDING OR OTHER METHODS SO NOT TO

DAMAGE STUCCO WALL. REMOVE ANY LOOSE STUCCO MATERIAL AND

PREP AS REQUIRED BY MANUFACTURER TO INSTALL NEW ELASTOMERIC

COATING TO PARAPET EDGE. SEE DETAIL F1/A502.

30. WALKPAD, AS SPECIFIED, TO BE INSTALLED: DOUBLE ROW OF WALKPAD

AT ACCESS POINT AND THREE WORKING SIDES OF ROOFTOP EQUIPMENT.

PROVIDE SINGLE ROW WALKPAD FROM ALL ACCESS POINTS TO

EQUIPMENT. PROVIDE TWO ROWS OF WALKPADS AT ALL ROOF HATCH

AND ACCESS LADDER LANDINGS. LAYOUT SHOWN ON PLANS IS FOR

INTENT. FINAL LAYOUT MAY VARY BASED ON

ACTUAL FIELD CONDITIONS.

SHEET KEYNOTES

REFERENCE KEY PLAN

PLAN

NORTH

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

0 4' 8' 16'

TRUE

NORTH

N.T.S.

BUILDING #1 - ROOF ASSEMBLY 1

E1

N.T.S.

BUILDING #1 - ROOF ASSEMBLY 1A

D1

GENERAL NOTES

1. DENOTES DOOR NUMBER TAG. REFER TO SHEETS A203 & A601 FOR

ADDITIONAL DOOR INFORMATION.

N.T.S.

BUILDING #1 - ROOF ASSEMBLY 1B

F1

FINAL CONSTRUCTION

BID DOCUMENTS

Issue Date October 5, 2022

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SYMBOLS LEGEND

RD ROOF DRAIN

THRU WALL SCUPPER

V PLUMBING VENT PENETRATION

CURB MOUNTED EXAUST VENT

ARCHITECTURAL VENTS, SEE PHOTO ________

DUCTWORK PENETRATION

E ELECTRICAL CONDUIT PENETRATION - PITCH PAN

ORD OVERFLOW ROOF DRAIN

OPEN CANALE

ACCESS LADDER

ACCESS ROOF HATCH

CURB MOUNTED MECHANICAL UNIT

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G GAS PIPE

SURFACE MOUNTED DUCTWORK

CHAIN-LINK ENCLOSED WALKWAY

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CONCRETE PAVER WALKWAY

CURB MOUNTED AIR INTAKE / EXHAUST

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

AD101

BUILDING #45 - DEMOLITION

ROOF PLAN

F i t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

VHG Architects 2428 Baylor Drive SE Albuquerque, NM 87106 505.247.9955 Susan Lloyd

ROOF CONSULTANT:

Armstrong Group Inc.

PO Box 92977 Albuquerque, NM 87199 505.235.7596 David Armstrong

REPLACE ROOFS ON CAMPUS

New Mexico VA Campus

501-19-100

Building #45 Project Director

DRA ML/AMBRevisions: Date:

1/16" = 1'-0"

BUILDING #45 - DEMOLITION ROOF PLAN

F2

GENERAL SHEET NOTES

1. THE CONTRACTOR SHALL NOT REMOVE ANY EXISTING ROOFING SYSTEM,

DAMAGED DECKING, OR INSTALL NEW ROOFING SYSTEM WHEN WEATHER

CONDITIONS THREATEN THE INTEGRITY OF THE BUILDING CONTENTS OR

OCCUPANTS. THE CONTRACTOR SHALL COMPLETE EACH DAY'S ROOFING

CYCLE AND PROVIDE A WELDED OR FOAMED TEMPORARY SEAL AT

JUNCTION OF NEW ROOF AND EXISTING ROOF. THE CONTRACTOR SHALL

MAINTAIN A WATERPROOF COMPLETED AREA WITH EACH ROOFING CYCLE.

NO TOLERANCES WILL BE GIVEN.

2. ALL LOCATIONS OF ITEMS SHOWN ON ROOF PLANS ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

3. PERFORM ALL DISCONNECTS, EXTENSIONS AND RECONNECTIONS AS

REQUIRED TO ACCOMMODATE NEW ROOF HEIGHTS, FOR ITEMS BEING

RAISED AND REMOUNTED FOR RE-ROOFING WORK. AND MUST BE PART OF

CONTRACTORS SUBMITTED WORK SCHEDULE AND MUST BE SCHEDULED

PRIOR TO ANY DISCONNECT OR RECONNECT. RETURN ALL ITEMS TO

OPERATIONAL CONDITION PRIOR TO END OF DAY'S WORK. NOTIFY THE

ARCHITECT OF ANY DEFECTIVE ITEMS DISCOVERED DURING WORK.

4. PIPES 1-1/2" AND SMALLER SHALL BE SUPPORTED AT 8'-0" O.C. MAXIMUM

AND PIPES 2" AND LARGER SHALL BE SUPPORTED AT 10'-0" O.C. MAXIMUM.

5. THIS IS A POPULATED BUILDING SPECIAL CONSIDERATION, SCHEDULING,

NOISE LEVELS AND STAGING WILL BE REQUIRED DURING ROOFING.

6. THE CONTRACTORS SHALL HAVE THE OPPORTUNITY TO ACQUAINT

THEMSELVES WITH ALL EXISTING CONDITIONS AT THE PREBID AND BY

APPOINTMENT IF SECONDARY INSPECTION IS NEEDED. NO ALLOWANCES

SHALL BE MADE FOR CONDITIONS THAT ARE CLEARLY VISIBLE OR

DETECTABLE WITH SOME RESEARCH EFFORT.

7. THE LOADING AREA AVAILABLE AT GROUND LEVEL IS A FIRE, EMERGENCY

AND SECURITY ACCESS AREA, A STRICT SCHEDULE FOR STAGING OF

DELIVERIES AND CRANING OF MATERIAL MUST BE SUBMITTED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE. CONTRACTOR SHALL

COORDINATE ALL NECESSARY PERMITS. ALL MATERIALS WILL HAVE TO BE

STORED ON THE ROOF AREAS AND IN STAGING AREA, AS WELL AS

SANITARY FACILITIES.

8. NO EMPLOYEES WILL BE ALLOWED IN THE BUILDING. ESCORTED

SECURITY WILL NEED TO BE SCHEDULED FOR THE FOLLOWING: ACCESS TO

THE ROOF AND ACCESS TO AREAS WITHIN THE BUILDING NECESSARY TO

COMPLETE THE SCOPE OF WORK.

9. BEFORE ANY UTILITY CUT OFFS OR DEMOLITION IS TO OCCUR, A

SCHEDULE MUST BE SUBMITTED TO THE ARCHITECT. REFER TO SECTION 01

00 00 FOR ADVANCE NOTICE REQUIREMENTS. WORK SCHEDULES WILL BE

REQUIRED TO BE SUBMITTED TO THE OWNER REPRESENTATIVE TWICE

WEEKLY, ANTICIPATING THE NEXT WEEK'S WORK.

10. THE CONTRACTOR SHALL PROVIDE LICENSED PLUMBING, MECHANICAL

AND ELECTRICAL CONTRACTORS TO REMOVE AND REINSTALL ALL EXISTING

EQUIPMENT ON THE ROOF. ALL EQUIPMENT SHALL BE FULLY OPERATIONAL

WHEN REINSTALLED. CONTRACTOR'S WORK SHALL MEET CURRENT

APPLICABLE BUILDING CODES.

11. THE ROOFING CONTRACTOR SHALL PROVIDE FASTENERS AS REQUIRED

FOR CORROSIVE AGENTS ADDED TO TREATED WOOD NAILERS (IF

PRESERVED WOODS ARE USED) AND AS RECOMMENDED BY THE ROOFING

MANUFACTURER AND AS REQUIRED FOR THE WARRANTY.

12. ALL ROOFING SHALL BE ATTACHED TO THE BUILDING IN ACCORDANCE

WITH FM 1-75 WIND UPLIFT FASTENING PATTERN AND ASCE 7

REQUIREMENTS.

13. THE DETAILS SHOWN IN DRAWINGS AND PLANS ARE FOR INTENT. THE

MOST STRINGENT REQUIREMENTS BETWEEN CONSTRUCTION DOCUMENTS,

MANUFACTURERS' DETAILS, SMACNA REQUIREMENTS AND NRCA

RECOMMENDATIONS WILL BE REQUIRED.

14. ALL AREAS TO RECEIVE NEW ROOFING MEMBRANE SHALL BE

INCORPORATED INTO ROOFING WARRANTY, INCLUDING NEW WALL AND

PARAPET MEMBRANE WORK. WARRANTY SHALL INCLUDE ALL

PENETRATIONS, FLASHING AND TERMINATIONS. CONTRACTOR SHALL

PROVIDE AND INSTALL ALL FLASHINGS, TRIM, SEALANTS, NAILERS,

MATERIALS, ETC. REQUIRED TO PROVIDE A COMPLETE WATERPROOF AND

NO DOLLAR LIMIT WARRANTED SYSTEM.

15. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

16. THE ROOFING SYSTEM SHALL BE INSTALLED PER PLANS, DETAILS,

SPECIFICATIONS & MANUFACTURER'S REQUIREMENTS, AND PROVIDE A 30

YEAR NO DOLLAR LIMIT WARRANTY AS OUTLINED IN THE SPECIFICATIONS.

17. PREDRILL ALL METAL FLASHING/ COUNTER FLASHING MATERIAL PRIOR

TO INSTALLING FASTENERS.

18. THESE DRAWINGS INDICATE, IN GENERAL, ITEMS OF MATERIAL AND

EQUIPMENT WHICH MUST BE REMOVED, REUSED, REFINISHED OR

MODIFIED. NO ATTEMPT HAS BEEN MADE TO INDICATE EACH AND EVERY

PORTION OF DEMOLITION AND REMODELING WORK. THE INTENT OF THE

DRAWINGS IS TO PROVIDE A GUIDELINE TO THE CONTRACTOR(S) TO

BETTER ENABLE HIM TO ANTICIPATE THE ENTIRE SCOPE OF WORK. THE

CONTRACTOR(S) ARE ADVISED TO VISIT THE JOB SITE TO GET FAMILIAR

WITH THE WORK : SCOPE, EXTENT AND ROOF AREAS, PRIOR TO BIDDING.

SEE GENERAL NOTE 6 IN REGARD TO SCHEDULING SITE VISITS.

19. ALL WALLS OVER 32" WILL REQUIRE INTERIM TERM BAR. FASTEN 12" O.C..

20. CONTRACTOR SHALL INCLUDE ALL MECHANICAL AND ELECTRICAL

COSTS NECESSARY FOR DISCONNECTING OF EXISTING ROOFTOP

EQUIPMENT AND ITS RE-INSTALLATION . CONDUCT NECESSARY TESTS TO

VERIFY THAT UNITS ARE FUNCTIONAL. THIS INCLUDES RAISING OF CURBS

TO MEET 12" ABOVE FINISHED ROOF. ALL CURBS GREATER THAN 24" WILL

REQUIRE A CRICKET.

21. ON EXISTING ROOFING SYSTEMS AND WALLS THAT ARE NOT PART OF

THIS ROOFING PROJECT, ANY DAMAGE OCCURRING DURING THE

RENOVATION WORK SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER.

NOTIFY OWNER/ ARCHITECT IN WRITING PRIOR TO STARTING WORK IF ANY

DAMAGES ARE PRESENT. DAMAGES NOT REPORTED WILL BE CONSIDERED

NEW AND CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS. REPAIRS

MUST NOT VOID ANY EXISTING WARRANTIES.

22. ALL SECURITY, SATELLITE, WEATHER STATIONS, PHONE AND BUILDING

DECORATIONS WILL BE HANDLED BY OWNER. COORDINATE WITH OWNER

ON DISCONNECT AND RECONNECT.

23. ALL TOOLS AND WORK RELATED EQUIPMENT MUST BE WITHIN WORKERS'

POSSESSION AND CONTROL AT ALL TIMES.

24. CONTRACTOR SHALL PROVIDE AN INVENTORY OF ALL NON WORKING AND

ABANDONED MECHANICAL EQUIPMENT, SUPPLY LINES, DAMAGED

CEILING TILES, SIDEWALKS AND OTHER BLDG COMPONENTS THAT COULD

BE AFFECTED BY ROOFING PROCESS. ALL ABANDONED ITEMS SHALL BE

REMOVED.

25. COORDINATE ALL MECHANICAL UNIT SHUTOFFS WITH THE PROJECT

MANAGER. NO COORDINATION IS TO TAKE PLACE WITH THE USER GROUP.

26. THE DESIGNER AND CONSULTANT IS NOT RESPONSIBLE FOR THE ACT

AND OMISSION OF ANY CONTRACTOR, SUBCONTRACTOR, MATERIAL

SUPPLIER, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SAFETY

PRECAUTIONS / PROGRAMS AND THEIR ENFORCEMENT, OR FOR THE

CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCING AND

PROCEDURES EMPLOYED BY THE CONTRACTORS AND THE INCLUSION OF

THE REQUIREMENTS OF THE MANUFACTURE FROM THEIR PUBLISHED

DOCUMENTS, PROCEDURES, AND THEIR STAFF ISSUED VERBAL AND

WRITTEN INSTRUCTIONS AND REMEDIES.

27. ALL EQUIPMENT THAT CONTAINS FLAMMABLE FLUIDS MUST EITHER BE

REMOVED ON A DAILY BASIS OR THE EQUIPMENT TANK MUST BE DRAINED

AT END OF EACH DAY. ANY FLAMMABLE FLUID IN CONTAINERS MUST BE

REMOVED FROM THE ROOF ON A DAILY BASIS.

28. ROOF MUST BE WATERTIGHT AT ALL TIMES. CONTRACTOR MUST

SUBMIT A NIGHT SEAL PLAN.

THE FOLLOWING CORE INFORMATION / ROOFING SURVEY FOR ASBESTOS

REPORT. THIS REPORT HAS BEEN MADE AVAILABLE AS PART OF BIDDING

DOCUMENTS ALL ASBESTOS ABATEMENT IS THE CONTRACTOR'S

RESPONSIBILITY. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL

AND PROPER DISPOSAL.

A. EXISTING PV SYSTEM TO BE COMPLETELY REMOVED, INCLUDING ALL

PANELS, CONTROLS, AND CONDUIT; STORED & RE-INSTALLED AFTER

NEW ROOF IS COMPLETE AND INSPECTED. A KW OUTPUT SURVEY

MUST BE PERFORMED BY CONTRACTOR PRIOR TO DISCONNECT. A

COMPLETE CONDITION INVENTORY, W/ PHOTOGRAPHS AND OTHER

MEANS, IS REQUIRED BEFORE ANY DISCONNECTION AND REMOVAL CAN

TAKE PLACE. THE CONTRACTOR SHALL COMPILE AN INVENTORY OF ALL

BROKEN AND/OR MISSING PIECES, INCLUDING ALL PANELS, PANEL

SUPPORTS, CONDUITS AND CONTROLS, ETC. THE SYSTEM NEEDS TO BE

RE-INSTALLED IN THE SAME ORDER IT WAS IN BEFORE

DISCONNECTION. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL

NECESSARY PANELS, CONNECTIONS AND UTILIZE EXISTING SYSTEM TO

GENERATE THE REQUIRED KW HOURS DOCUMENTED IN INITIAL KW

OUTPUT SURVEY. SYSTEM COMPONENTS MUST BE PROTECTED FROM

DAMAGE DURING STORAGE.

B. ROOF AREAS A-G - EXISTING ROOFING TO BE REMOVED DOWN TO

DECK:

· HYPALON MEMBRANE

· 1/2" FIBER BOARD

· TAPERED POLYSTYRENE BOARD

· 5/8" GYP. BOARD

· LEVEL STEEL DECKING

· CORE THICKNESS: APPROX. 3

· METAL DECK SHALL BE SCOURED W/ WIRE BRUSH TO REMOVE ALL

RUST BUILT UP AND A RUST INHIBITOR SHALL BE APPLIED.

C. STUCCO ON THE INSIDE OF THE EXISTING PARAPET WALL AND ON

THE TOP OF THE PARAPET TO BE REMOVED. EFIS CAP TO BE

REMOVED.

D. REMOVE ALL CONCRETE PAVER WALKWAYS.

E. REMOVE ALL BASE FLASHING, PENETRATION POCKETS, PENETRATION

FLASHING & COPINGS.

F. ALL PARAPET HEIGHTS ARE APPROX. 3'-0" H.

DEMO/EXIST. KEYNOTES

OUTLINE OF SOLAR PANELS

SEE DEMO KEYNOTE A

OUTLINE OF SOLAR PANELS

OUTLINE OF SOLAR PANELS

OUTLINE OF SOLAR PANELS

Core #8

F t

F t

Core #7

F t

1/4"/Ft.

Core #1

Core #2

Core #3

Core #4

Core #5

Core #6

53,857 SF + ROOF 'H' 959 SF. TOTAL = 54,816 SF

GENERAL SHEET NOTES, CONT'D.

29. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS.

30. WELD ALL INDUCTION PLATES DAILY, WELD SEAMS DAILY AND PROBE

SEAMS DAILY.

REFERENCE KEY PLAN

DEMO GENERAL NOTES

1. ALL LISTED HEIGHTS AND QUANTITIES OF DEMOLITION ON DRAWINGS

ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR FOR

EXACT QUANTITIES.

2. REFER TO SHEET A201 & A202 FOR EXISTING CONDITIONS PHOTOS.

3. FINISH FLOOR ELEVATION IS 0.0'.

N.T.S.

BUILDING #45 - PROPOSED STAGING AREA

E1

FINAL CONSTRUCTION

BID DOCUMENTS

Issue Date October 5, 2022

959 SF

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SYMBOLS LEGEND

RD ROOF DRAIN

THRU WALL SCUPPER

V PLUMBING VENT PENETRATION

CURB MOUNTED EXAUST VENT

ARCHITECTURAL VENTS, SEE PHOTO ________

DUCTWORK PENETRATION

E ELECTRICAL CONDUIT PENETRATION - PITCH PAN

ORD OVERFLOW ROOF DRAIN

OPEN CANALE

ACCESS LADDER

ACCESS ROOF HATCH

CURB MOUNTED MECHANICAL UNIT

CURB MOUNTED SKYLIGHT

E ELECTRICAL CONDUIT

G GAS PIPE

SURFACE MOUNTED DUCTWORK

CHAIN-LINK ENCLOSED WALKWAY

MINI-SPLIT COMPESSOR

SURFACE MOUNTED SOLAR CONTROL PANEL

CONCRETE PAVER WALKWAY

CURB MOUNTED AIR INTAKE / EXHAUST

80 MIL THERMOPLASTIC MEMBRANE

1/4"/FT TAPERED INSULATION, WITH A

MINIMUM 1 1/2" START, AVERAGE R-30

EXISTING METAL DECK

1/2" HD COVERBOARD

80 MIL THERMOPLASTIC MEMBRANE

1/4"/FT TAPERED INSULATION, WITH A

MINIMUM 1 1/2" START, AVERAGE R-30

EXISTING METAL DECK

1/2" HD COVERBOARD

1/2" HD COVERBOARD

PEEL & STICK VAPOR BARRIER

Project Number

Building Number

Drawing Number

Project Title

Location

Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A101

BUILDING #45 - ROOF PLAN

F i t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

VHG Architects 2428 Baylor Drive SE Albuquerque, NM 87106 505.247.9955 Susan Lloyd

ROOF CONSULTANT:

Armstrong Group Inc.

PO Box 92977 Albuquerque, NM 87199 505.235.7596 David Armstrong

REPLACE ROOFS ON CAMPUS

New Mexico VA Campus

501-19-100

Building #45 Project Director

DRA ML/AMBRevisions: Date:

1/16" = 1'-0"

BUILDING #45 - ROOF PLAN

F2

GENERAL SHEET NOTES

1. THE CONTRACTOR SHALL NOT REMOVE ANY EXISTING ROOFING SYSTEM,

DAMAGED DECKING, OR INSTALL NEW ROOFING SYSTEM WHEN WEATHER

CONDITIONS THREATEN THE INTEGRITY OF THE BUILDING CONTENTS OR

OCCUPANTS. THE CONTRACTOR SHALL COMPLETE EACH DAY'S ROOFING

CYCLE AND PROVIDE A WELDED OR FOAMED TEMPORARY SEAL AT

JUNCTION OF NEW ROOF AND EXISTING ROOF. THE CONTRACTOR SHALL

MAINTAIN A WATERPROOF COMPLETED AREA WITH EACH ROOFING CYCLE.

NO TOLERANCES WILL BE GIVEN.

2. ALL LOCATIONS OF ITEMS SHOWN ON ROOF PLANS ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

3. PERFORM ALL DISCONNECTS, EXTENSIONS AND RECONNECTIONS AS

REQUIRED TO ACCOMMODATE NEW ROOF HEIGHTS, FOR ITEMS BEING

RAISED AND REMOUNTED FOR RE-ROOFING WORK. AND MUST BE PART OF

CONTRACTORS SUBMITTED WORK SCHEDULE AND MUST BE SCHEDULED

PRIOR TO ANY DISCONNECT OR RECONNECT. RETURN ALL ITEMS TO

OPERATIONAL CONDITION PRIOR TO END OF DAY'S WORK. NOTIFY THE

ARCHITECT OF ANY DEFECTIVE ITEMS DISCOVERED DURING WORK.

4. PIPES 1-1/2" AND SMALLER SHALL BE SUPPORTED AT 8'-0" O.C. MAXIMUM

AND PIPES 2" AND LARGER SHALL BE SUPPORTED AT 10'-0" O.C. MAXIMUM.

5. THIS IS A POPULATED BUILDING SPECIAL CONSIDERATION, SCHEDULING,

NOISE LEVELS AND STAGING WILL BE REQUIRED DURING ROOFING.

6. THE CONTRACTORS SHALL HAVE THE OPPORTUNITY TO ACQUAINT

THEMSELVES WITH ALL EXISTING CONDITIONS AT THE PREBID AND BY

APPOINTMENT IF SECONDARY INSPECTION IS NEEDED. NO ALLOWANCES

SHALL BE MADE FOR CONDITIONS THAT ARE CLEARLY VISIBLE OR

DETECTABLE WITH SOME RESEARCH EFFORT.

7. THE LOADING AREA AVAILABLE AT GROUND LEVEL IS A FIRE, EMERGENCY

AND SECURITY ACCESS AREA, A STRICT SCHEDULE FOR STAGING OF

DELIVERIES AND CRANING OF MATERIAL MUST BE SUBMITTED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE. CONTRACTOR SHALL

COORDINATE ALL NECESSARY PERMITS. ALL MATERIALS WILL HAVE TO BE

STORED ON THE ROOF AREAS AND IN STAGING AREA, AS WELL AS

SANITARY FACILITIES.

8. NO EMPLOYEES WILL BE ALLOWED IN THE BUILDING. ESCORTED

SECURITY WILL NEED TO BE SCHEDULED FOR THE FOLLOWING: ACCESS TO

THE ROOF AND ACCESS TO AREAS WITHIN THE BUILDING NECESSARY TO

COMPLETE THE SCOPE OF WORK.

9. BEFORE ANY UTILITY CUT OFFS OR DEMOLITION IS TO OCCUR, A

SCHEDULE MUST BE SUBMITTED TO THE ARCHITECT. REFER TO SECTION 01

00 00 FOR ADVANCE NOTICE REQUIREMENTS. WORK SCHEDULES WILL BE

REQUIRED TO BE SUBMITTED TO THE OWNER REPRESENTATIVE TWICE

WEEKLY, ANTICIPATING THE NEXT WEEK'S WORK.

10. THE CONTRACTOR SHALL PROVIDE LICENSED PLUMBING, MECHANICAL

AND ELECTRICAL CONTRACTORS TO REMOVE AND REINSTALL ALL EXISTING

EQUIPMENT ON THE ROOF. ALL EQUIPMENT SHALL BE FULLY OPERATIONAL

WHEN REINSTALLED. CONTRACTOR'S WORK SHALL MEET CURRENT

APPLICABLE BUILDING CODES.

11. THE ROOFING CONTRACTOR SHALL PROVIDE FASTENERS AS REQUIRED

FOR CORROSIVE AGENTS ADDED TO TREATED WOOD NAILERS (IF

PRESERVED WOODS ARE USED) AND AS RECOMMENDED BY THE ROOFING

MANUFACTURER AND AS REQUIRED FOR THE WARRANTY.

12. ALL ROOFING SHALL BE ATTACHED TO THE BUILDING IN ACCORDANCE

WITH FM 1-75 WIND UPLIFT FASTENING PATTERN AND ASCE 7

REQUIREMENTS.

13. THE DETAILS SHOWN IN DRAWINGS AND PLANS ARE FOR INTENT. THE

MOST STRINGENT REQUIREMENTS BETWEEN CONSTRUCTION DOCUMENTS,

MANUFACTURERS' DETAILS, SMACNA REQUIREMENTS AND NRCA

RECOMMENDATIONS WILL BE REQUIRED.

14. ALL AREAS TO RECEIVE NEW ROOFING MEMBRANE SHALL BE

INCORPORATED INTO ROOFING WARRANTY, INCLUDING NEW WALL AND

PARAPET MEMBRANE WORK. WARRANTY SHALL INCLUDE ALL

PENETRATIONS, FLASHING AND TERMINATIONS. CONTRACTOR SHALL

PROVIDE AND INSTALL ALL FLASHINGS, TRIM, SEALANTS, NAILERS,

MATERIALS, ETC. REQUIRED TO PROVIDE A COMPLETE WATERPROOF AND

NO DOLLAR LIMIT WARRANTED SYSTEM.

15. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. NO

ALLOWANCES WILL BE MADE FOR ADDITIONAL AMOUNTS OF ROOFING

MATERIAL, FLASHING, LABOR, ETC. NOT VERIFIED AND NOTIFIED BY THE

CONTRACTOR TO THE OWNER REPRESENTATIVE PRIOR TO BID.

16. THE ROOFING SYSTEM SHALL BE INSTALLED PER PLANS, DETAILS,

SPECIFICATIONS & MANUFACTURER'S REQUIREMENTS, AND PROVIDE A 30

YEAR NO DOLLAR LIMIT WARRANTY AS OUTLINED IN THE SPECIFICATIONS.

17. PREDRILL ALL METAL FLASHING/ COUNTER FLASHING MATERIAL PRIOR

TO INSTALLING FASTENERS.

18. THESE DRAWINGS INDICATE, IN GENERAL, ITEMS OF MATERIAL AND

EQUIPMENT WHICH MUST BE REMOVED, REUSED, REFINISHED OR

MODIFIED. NO ATTEMPT HAS BEEN MADE TO INDICATE EACH AND EVERY

PORTION OF DEMOLITION AND REMODELING WORK. THE INTENT OF THE

DRAWINGS IS TO PROVIDE A GUIDELINE TO THE CONTRACTOR(S) TO

BETTER ENABLE HIM TO ANTICIPATE THE ENTIRE SCOPE OF WORK. THE

CONTRACTOR(S) ARE ADVISED TO VISIT THE JOB SITE TO GET FAMILIAR

WITH THE WORK : SCOPE, EXTENT AND ROOF AREAS, PRIOR TO BIDDING.

SEE GENERAL NOTE 6 IN REGARD TO SCHEDULING SITE VISITS.

19. ALL WALLS OVER 32" WILL REQUIRE INTERIM TERM BAR. FASTEN 12" O.C..

20. CONTRACTOR SHALL INCLUDE ALL MECHANICAL AND ELECTRICAL

COSTS NECESSARY FOR DISCONNECTING OF EXISTING ROOFTOP

EQUIPMENT AND ITS RE-INSTALLATION . CONDUCT NECESSARY TESTS TO

VERIFY THAT UNITS ARE FUNCTIONAL. THIS INCLUDES RAISING OF CURBS

TO MEET 12" ABOVE FINISHED ROOF. ALL CURBS GREATER THAN 24" WILL

REQUIRE A CRICKET.

21. ON EXISTING ROOFING SYSTEMS AND WALLS THAT ARE NOT PART OF

THIS ROOFING PROJECT, ANY DAMAGE OCCURRING DURING THE

RENOVATION WORK SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER.

NOTIFY OWNER/ ARCHITECT IN WRITING PRIOR TO STARTING WORK IF ANY

DAMAGES ARE PRESENT. DAMAGES NOT REPORTED WILL BE CONSIDERED

NEW AND CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS. REPAIRS

MUST NOT VOID ANY EXISTING WARRANTIES.

22. ALL SECURITY, SATELLITE, WEATHER STATIONS, PHONE AND BUILDING

DECORATIONS WILL BE HANDLED BY OWNER. COORDINATE WITH OWNER

ON DISCONNECT AND RECONNECT.

23. ALL TOOLS AND WORK RELATED EQUIPMENT MUST BE WITHIN WORKERS'

POSSESSION AND CONTROL AT ALL TIMES.

24. CONTRACTOR SHALL PROVIDE AN INVENTORY OF ALL NON WORKING AND

ABANDONED MECHANICAL EQUIPMENT, SUPPLY LINES, DAMAGED

CEILING TILES, SIDEWALKS AND OTHER BLDG COMPONENTS THAT COULD

BE AFFECTED BY ROOFING PROCESS. ALL ABANDONED ITEMS SHALL BE

REMOVED.

25. COORDINATE ALL MECHANICAL UNIT SHUTOFFS WITH THE PROJECT

MANAGER. NO COORDINATION IS TO TAKE PLACE WITH THE USER GROUP.

26. THE DESIGNER AND CONSULTANT IS NOT RESPONSIBLE FOR THE ACT

AND OMISSION OF ANY CONTRACTOR, SUBCONTRACTOR, MATERIAL

SUPPLIER, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SAFETY

PRECAUTIONS / PROGRAMS AND THEIR ENFORCEMENT, OR FOR THE

CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCING AND

PROCEDURES EMPLOYED BY THE CONTRACTORS AND THE INCLUSION OF

THE REQUIREMENTS OF THE MANUFACTURE FROM THEIR PUBLISHED

DOCUMENTS, PROCEDURES, AND THEIR STAFF ISSUED VERBAL AND

WRITTEN INSTRUCTIONS AND REMEDIES.

27. ALL EQUIPMENT THAT CONTAINS FLAMMABLE FLUIDS MUST EITHER BE

REMOVED ON A DAILY BASIS OR THE EQUIPMENT TANK MUST BE DRAINED

AT END OF EACH DAY. ANY FLAMMABLE FLUID IN CONTAINERS MUST BE

REMOVED FROM THE ROOF ON A DAILY BASIS.

28. ROOF MUST BE WATERTIGHT AT ALL TIMES. CONTRACTOR MUST

SUBMIT A NIGHT SEAL PLAN.

SHEET KEYNOTES

OUTLINE OF SOLAR PANELS

SEE DEMO KEYNOTE A

OUTLINE OF SOLAR PANELS

OUTLINE OF SOLAR PANELS

OUTLINE OF SOLAR PANELS

Core #8

F t

F t

Core #7

F t

1/4"/Ft.

Core #1

Core #2

Core #3

Core #4

Core #5

Core #6

1. NEW ROOF ASSEMBLY: FULLY ADHERE 80 MIL TPO MEMBRANE TO 1/2"

HIGH DENSITY COVERBOARD WITH BONDING ADHESIVE. 1/2" HD

COVERBOARD TO BE FOAM ADHERED WITH MANUFACTURER APPROVED

AND UPLIFT TESTED FOAM ADHESIVE TO NEW 1/4"/FT TAPERED

POLYISOCYANURATE INSULATION WITH A 1 1/2" START MINIMUM WITH AN

AVERAGE R-30. FIRST LAYER OF INSULATION IS TO BE MECHANICALLY

FASTENED TO THE EXISTING METAL DECK, ALL REMAINING INSULATION

LAYERS ARE TO BE FOAM ADHERED. SEE DETAIL E1/A101.

1A. NEW ROOF ASSEMBLY - ROOF AREA B: FULLY ADHERE TPO MEMBRANE TO

1/2" HIGH DENSITY COVERBOARD WITH BONDING ADHESIVE. 1/2" HD

COVERBOARD TO BE FOAM ADHERED WITH MANUFACTURER APPROVED

AND UPLIFT TESTED FOAM ADHESIVE TO NEW 1/4"/FT TAPERED

POLYISOCYANURATE INSULATION WITH A 1 1/2" START MINIMUM WITH AN

AVERAGE R-30. ALL LAYERS OF INSULATION TO BE FOAM ADHERED TO

NEW PEEL & STICK VAPOR BARRIER THAT HAS BEEN ADHERED OVER NEW

1/2" HD COVER BOARD THAT HAS BEEN MECHANICALLY ATTACHED WITH

410 STAINLESS SCREWS TO THE EXISTING METAL DECK. SEE DETAIL

E3/A101.

1B. BASE BID TO INCLUDE 1000SF OF…