For Construction_OBrien_Upper_Envelope_Drawings_2020-03-10.pdf

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

RENOVATION

SHEET SIZE: 34 X 44

DRAWING NO.

CHECKED BY

DRAWN BY

FLOOR NO.

FILE NAME

DRAWING TITLE

SUB. DATE

SUBMISSION

GSA PM

PROJECT NO.

PROJECT

DESCRIPTION

PROJECT

TITLE

FACILITY CODE

OTHER

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

CONSTR. FIRM

SUB A/E

PRIME A/E

A/E CON. NO.

D R

A W

IN

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MARK DATE DESCRIPTION

SHEET OF

NK BHANDARI ARCHITECTURE

C&S ENGINEERS

GS-07-P-16-UC-D-7008

K E

Y P

L A

N

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

DATE:

1 2 3 4 5 6

E

D

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1 2 3 4 5 6

SUB A/E

CONSTR. CON. -

NYS EDUCATION LAW, SECTION 7209 AND 69.5(B)

PROHIBITS ANY PERSON TO ALTER THESE DRAWINGS

OTHER THAN A LICENSED ARCHITECT OR THE DESIGN

ENGINEER. INFORMATION ON THESE DRAWINGS IS

FOR GSA ONLY, AND CAN BE UTILIZED BY GSA AS THEY

DEEM NECESSARY.

COPYRIGHT 2019

N. K. BHANDARI, ARCHITECTURE & ENGINEERING, P.C.

1005 W. Fayette Street, Suite 500 Syracuse, NY 13204

Phone Fax www.nkbpc.com

315.428.1177 315.428.9822

N/A

499 Col. Eileen Collins Blvd Syracuse, NY 13212

Phone www.cscos.com

315.455.2000

GENERAL SERVICES ADMINISTRATION

1 CLINTON SQUARE

ALBANY, NY 12207

AB

C D

UPPER ROOF

LOWER ROOF

ELEVATOR

PENTHOUSE

/1

/2

:2 :1

P

M

COVER

O'BRIEN UPPER ENVELOPE

PROJECT

DBH

CAL 03/10/2020

RNY#12932

03/10/2020

1 24

FOR CONSTRUCTION

G-001

JERRY BOYLE

LEO O'BRIEN FEDERAL BLDG

ARCHITECT, CIVIL ENGINEER, & STRUCTURAL ENGINEER:

N.K. BHANDARI,

ARCHITECTURE & ENGINEERING, P.C.

1005 W. FAYETTE STREET, SUITE 500

SYRACUSE, NEW YORK 13204

315.428.1177

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED RECIPIENTS IS PROHIBITED

Do not remove this notice Properly destroy or return documents when no longer needed.

PROJECT CERTIFICATION:

TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL

JUDGMENT, THE DRAWINGS AND SPECIFICATIONS WHICH COMPRISE

THE CONSTRUCTION DOCUMENTS FOR THE PROJECT ARE IN

COMPLIANCE WITH APPLICABLE CODES, INCLUDING THE LATEST

EDITIONS OF THE INTERNATIONAL BUILDING CODE AND NFPA 101.

DRAWING LIST

SHEET NUMBER SHEET NAME DRAWING NO.

G-001 COVER 1

G-002 CODE,STAGING &PHASING 2

A001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS 3

AD101 DEMOLITION - ROOF PLAN 4

AD102 - A DEMOLITION - LOW ROOF - BID OPTION 5

AE101 CONSTRUCTION - ROOF PLAN 6

AE102 - A CONSTRUCTION - LOW ROOF - BID OPTION 7

AE301 SECTION AND DETAIL 8

AE501 DETAIL 9

AE502 - A DETAILS - BID OPTION 1 10

ALT- 1 DETAILS - BID ALTERNATE 1 11

P-001 GENERAL NOTES, SYMBOLS, DETAILS & SCHEDULES 12

PD101 PLUBMING ROOF DEMOLITION PLAN 13

PD101A DEMOLITION - LOW ROOF - BID OPTION 14

P-101 PENTHOUSE PLAN 15

P-101A MECHANICAL PENTHOUSE - BID OPTION 16

M-001 GENERAL NOTES, SYMBOLS, DETAILS & SCHEDULES 17

MD101 MECHANICAL ROOF DEMOLITION PLAN 18

M-101 ROOF PLAN 19

M-101A MECHANICAL PENTHOUSE - BID OPTION 20

MD101A DEMOLITION - LOW ROOF- BID OPTION 21

E-001 GENERAL NOTES, SYMBOLS, ABBREVIATIONS & DETAILS 22

ED101 ROOF DEMOLITION PLAN 23

E-101 ROOF PLAN 24

Grand total: 24

1 CLINTON SQUARE, ALBANY, NY 12207

LEO O'BRIEN FEDERAL BUILDING

UPPER ENVELOPE PROJECT

NKB PROJECT NO. 016320.79 A/E CONTRACT NO. GS-07-P-16-UC-D-7008

GSA PROJECT NO. RNY#12932

PROJECT LOCATION MAP STREET VIEW

MECHANICAL, ELECTRICAL & PLUMBING:

C&S COMPANIES

499 COL. EILEEN COLLINS BLVD.

SYRACUSE, NEW YORK 13212

315.445.2000

5842 Heritage Landing Drive East Syracuse, NY 13057 315.445.0847

COLDEN CORPORATION

HEALTH, SAFETY AND ENVIRONMENTAL CONSULTING

HAZARDOUS MATERIALS ABATEMENT:

cal Image

R E

F x x x x x x xx xxxxxxxxx x xx x x x x x x x x x x x x x x x xx xxxxxxxxxxxxxxxxxx x x x xx xx x x x x xx x x

KEEP A LANE OPEN FOR VEHICLES

TEMPORARY

SECURITY FENCE

CONSTRUCTION STAGING AREA

TEMPORARY SECURITY FENCE

PEDESTRIAN ROUTE

PEDESTRIAN ROUTE

POTENTIAL CRANE AREA

POTENTIAL CRANE AREA

PARKING LOT

AREA

PARKING LOT

AREA

PLAYGROUND

PLANTING BOXES

KEY LEGEND

PEDESTRIAN ROUTE

TEMPORARY SECURITY

FENCE

CONSTRUCTION STAGING

AREA

POTENTIAL CRANE AREA

PROHIBITED CRANE AREA

VEHICLE LANE

PROPERTY BOUNDARIES

PROVIDED

COVERED

WALKWAYS AT

ENTRANCES

PROVIDED COVERED

WALKWAYS AT ENTRANCES

PROVIDED COVERED

WALKWAYS AT

ENTRANCES

PLANTING BOXES

PLAZA/ LOW ROOF

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

RENOVATION

SHEET SIZE: 34 X 44

DRAWING NO.

CHECKED BY

DRAWN BY

FLOOR NO.

FILE NAME

DRAWING TITLE

SUB. DATE

SUBMISSION

GSA PM

PROJECT NO.

PROJECT

DESCRIPTION

PROJECT

TITLE

FACILITY CODE

OTHER

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

CONSTR. FIRM

SUB A/E

PRIME A/E

A/E CON. NO.

D R

A W

IN

G

P R

O J E

C T

B U

IL

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MARK DATE DESCRIPTION

SHEET OF

NK BHANDARI ARCHITECTURE

C&S ENGINEERS

GS-07-P-16-UC-D-7008

K E

Y P

L A

N

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

DATE:

1 2 3 4 5 6

E

D

C

B

A

1 2 3 4 5 6

SUB A/E

CONSTR. CON. -

NYS EDUCATION LAW, SECTION 7209 AND 69.5(B)

PROHIBITS ANY PERSON TO ALTER THESE DRAWINGS

OTHER THAN A LICENSED ARCHITECT OR THE DESIGN

ENGINEER. INFORMATION ON THESE DRAWINGS IS

FOR GSA ONLY, AND CAN BE UTILIZED BY GSA AS THEY

DEEM NECESSARY.

COPYRIGHT 2019

N. K. BHANDARI, ARCHITECTURE & ENGINEERING, P.C.

1005 W. Fayette Street, Suite 500 Syracuse, NY 13204

Phone Fax www.nkbpc.com

315.428.1177 315.428.9822

N/A

499 Col. Eileen Collins Blvd Syracuse, NY 13212

Phone www.cscos.com

315.455.2000

GENERAL SERVICES ADMINISTRATION

1 CLINTON SQUARE

ALBANY, NY 12207

AB

C D

UPPER ROOF

LOWER ROOF

ELEVATOR

PENTHOUSE

/1

/2

:2 :1

P

M

CODE,STAGING &PHASING

O'BRIEN UPPER ENVELOPE

PROJECT

DBH

CAL 03/10/2020

RNY#12932

03/10/2020

2 24

FOR CONSTRUCTION

G-002

JERRY BOYLE

LEO O'BRIEN FEDERAL BLDG

1" = 20'-0"G-002

1 STAGING &PHASING PLAN

GENERAL STAGING NOTES

1. STAGING PLAN: THE STAGING PLAN SHOWN IS FOR REFERENCE ONLY AND SHALL NOT BE CONSIDERED THE FINAL PLAN. CONTRACTOR IS REQUIRED TO DEVELOP THEIR OWN PHASING PLAN, CRANE, DUMPSTER, AND MATERIALS STAGING, TEMPORARY FENCING & LOGISTICS PLANS INCLUDING LOCATIONS OF TEMPORARY COVERED WALKWAY PROTECTION IN CONFORMANCE WITH DIVISION 1

SPECIFICATIONS AND ALL GOVERNMENT REQUIREMENTS

2. PROPERTY BOUNDARIES: THE ESTIMATED PROPERTY BOUNDARY IS SHOWN FOR THE PURPOSES OF COORDINATION FOR REGULATORY COMPLIANCE. THIS PROPERTY BOUNDARY IS THE LIMIT OF FEDERAL PROPERTY AND THUS OUTSIDE THIS BOUNDARY ALL LOCAL AND STATE CODES APPLY IN ADDITION TO BUT NOT LIMITED TO BUILDING PERMITS AND STATE/ CITY OF ALBANY CRANE OPERATION LICENSES.

3. WORK ACTIVITIES: DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL DISRUPT BUILDING OCCUPANTS TO THE MINIMUM EXTENT POSSIBLE DURING THE NORMAL BUILDING WORK HOURS. DISRUPTIVE ROOF AND ROOF- RELATED WORK IS PROHIBITED DURING NORMAL BUILDING WORKING HOURS. DISRUPTIVE WORK MUST BE DONE DURING OFF-HOURS (“DISRUPTIVE” IS WORK THAT DISTURBS NORMAL BUSINESS ACTIVITIES AND OPERATIONS WITHIN BLDG., I.E. LOUD NOISE, DISCONNECTING POWER, LIMITING ACCESS, HVAC, DISRUPTION, ETC.). THE GOVERNMENT SHALL HAVE THE SOLE RIGHT TO

DETERMINE WHAT IS DEFINED AS "DISRUPTIVE".

4. NOISE LEVEL: NOISY WORK THAT DISRUPTS BUILDING ACTIVE AND OPERATIONS SHALL BE PERFORMED OUTSIDE OF NORMAL WORKING HOURS IF APPROVED BY GOVERNMENT, REFER TO SPECIFICATIONS FOR MORE INFORMATION. THE GOVERNMENT SHELL BE THE SOLE DETERMINER OF WHAT CONSTITUTES UNACCEPTABLE LEVEL OF NOISE.

5. WORK HOURS: NORMAL BUILDING WORK HOURS ARE 8:00 AM TO 6:00 PM. CONTRACTOR MAY PROPOSE STRATEGIC WORK HOURS TO EXPEDITE PRODUCTIVITY FOR REVIEW AND APPROVAL BY THE OWNER. FOR EXAMPLE, HOURS MAY VARY DAILY, FROM EARLY MORNING START-UP, MID-DAY WORK-STOP, AND THEN START-UP AGAIN AFTER HOUR IF APPROVED BY THE GOVERNMENT. REFER TO

SPECIFICATIONS FOR MORE INFORMATION.

6. DISRUPTIONS: ANY DISRUPTION TO SERVICES OR ACCESS TO THE BUILDING OR BUILDING OCCUPANTS BY THE CONTRACTOR, ESPECIALLY ADA PARKING/ACCESS, WILL BE CONVEYED TO THE BUILDING MANAGER AT LEAST 48 HOURS IN ADVANCE OF ANY ANTICIPATED SERVICE DISRUPTION. ALL SERVICE OR ACCESS UPDATES AND NOTIFICATIONS TO BE MADE DAILY TO PROPERTY MANAGEMENT AND GSA.

7. PARKING & STREET ACCESS: DISRUPTION OF STREET PARKING AND SIDEWALKS MAY BE PERMITTED DURING CONSTRUCTION BUT WILL REQUIRE PERMITTING AND COORDINATION BY THE CONTRACTOR WITH THE CITY OF ALBANY PRIOR TO PROCEEDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND NEGOTIATING WITH THE CITY OF ALBANY AND ALL OTHERS TO LOCATE ALTERNATIVE/TEMPORARY PARKING SPACES TO REPLACE THE SAME NUMBER OF PARKING SPACES DISPLACED BY THE STAGING AREAS REQUIRED FOR THE PROJECT DURATION. ONCE ALTERNATIVE/TEMPORARY PARKING SPACES ARE ESTABLISHED AND APPROVED BY PROPERTY MANAGEMENT AND GSA, NO ADDITIONAL DISRUPTION OR USE OF PARKING AREAS IS PERMITTED DURING REGULAR BUILDING BUSINESS HOURS THROUGHOUT ALL DEMOLITION AND CONSTRUCTION ACTIVITIES. USE OF THESE AREAS SHALL BE PERMITTED DURING NON-BUSINESS HOURS AND AS APPROVED/ESTABLISHED BY ACTIVITIES DESCRIBED ABOVE. CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET SHUTDOWN PERMITS AND PROVIDE NECESSARY PEDESTRIAN BARRICADES COVERED

WALKWAYS AND RELATED SIGNAGE AS REQUIRED.

8. CRANE USAGE: ANY CRANE POSITIONED OR USED FOR THIS PROJECT SHALL BE CERTIFIED AND OPERATED BY A NEW YORK STATE CERTIFIED OPERATOR. CRANE MUST BE FULLY PROTECTED / SECURED / LOCKED / DISABLED WHEN WORKERS ARE NOT ON SITE. A CITY PERMIT IS REQUIRED AND PROPERTY MANAGEMENT & GSA APPROVAL IS NEEDED PRIOR TO CRANE PLACEMENT. DURATION OF CLOSURE MUST BE PROVIDED BY CONTRACTOR AS WELL. ENGINEERING CALCULATIONS AND SAFETY REQUIREMENTS FOR ANY SWING SCAFFOLDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND PROPOSED USE MUST BE APPROVED BY PROPERTY MANAGEMENT AND GSA IN ADVANCE. CONTRACTOR IS ALWAYS TO MAINTAIN BLDG. ACCESS AT THE EAST AND WEST ENTRANCES AT ALL TIME DURING CONSTRUCTION. COORDINATE LOCATIONS OF TEMPORARY FENCING WITH PROPERTY MANAGEMENT.

9. DUMPSTER AREA: DUMPSTER LOCATIONS ARE BASED ON CONTRACTOR'S NEED - DUMPSTER MUST BE SECURED SO THAT NO ONE CAN PLACE ITEMS IN OR REMOVE ITEMS WHEN WORKERS ARE OFF SITE.

ALL DEMOLITION AND CONSTRUCTION DEBRIS ARE TO BE LIFTED FROM THE ROOF SURFACES TO THE DUMPSTER VIA CRANE. CHUTES ARE NOT PERMITTED FOR CONVEYING DEBRIS FROM ROOF TO THE DUMPSTER. MATERIALS CAN BE HAND TRANSPORTED IF CONTRACTOR RECEIVES APPROVAL BY PROPERTY MANAGEMENT AND GSA IN ADVANCE. DUMPSTERS SHALL BE LOCATED IN CONSTRUCTION

STAGING AREAS AS INDCATED ON THIS PLAN.

10. DEMOLITION, DAMAGES & REPAIRS: ALL DEBRIS IS TO BE PREVENTED FROM FALLING INTO ANY ROOF DRAINS, OPEN PENETRATIONS, PIPES, OR VENTS. REPAIRS OF ALL DAMAGE DONE ASSOCIATED WITH DEMOLITION, STAGING, CRANE USE AND DEBRIS REMOVAL SHALL BE REPAIRED TO EXISTING CONDITION PRIOR TO START OF WORK. THIS SHALL BE IN ADDITION TO ALL OTHER REPAIRS SPECIFIED

ELSEWHERE.

11. DAILY FLOW CLEARANCE: CONTRACTOR IS RESPONSIBLE TO VERIFY DAILY THAT ALL ROOF DRAINS AND VENTS ARE OPERATIONAL, FREE AND CLEAR, AND MUST SNAKE IF NECESSARY.

12. DAILY LIMITS: NO MORE ROOFING CAN BE DEMOLISHED IN ONE DAY THAN CAN BE MADE WEATHER-TIGHT WITH THE TORCH DOWN VAPOR RETARDER ON DECK IN THE SAME DAY. CONTRACTOR IS RESPONSIBLE FOR ENSURE ROOF IS WEATHER TIGHT AT END OF WORKDAY AND IS RESPONSIBLE FOR ANY WATER DAMAGE DURING CONSTRUCTION.

13. MATERIALS STAGING AREA: MATERIALS CAN BE STORED SECURELY ON-SITE FOR THE DURATION, AS NEEDED. MATERIALS CAN BE STORED IN LOCATIONS AS APPROVED BY THE OWNER'S PROPERTY MANAGER AND GSA, AS NEEDED. STORING MATERIALS ON THE PUBLIC WALKWAYS IS NOT ALLOWED. STORE MATERIALS IN OR NEAR CRANE STAGING AREA, OR OFF-SITE IN A SECURE LOCATION.

CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF ALL LANDSCAPE, LAWN AND PAVED AREAS AS WELL AS PROVIDING AND RELOCATING TEMPORARY FENCING AND COVERED WALKWAYS DURING THE

PROJECT DURATION.

14. ROOF TOP EQUIPMENT: IN COORDINATION WITH THE OWNER, EXISTING ROOF TOP EQUIPMENT INCLUDING BUT NOT LIMITED TO ANTENNAE AND SATELLITE DISH ARE TO BE REMOVED AND REINSTALLED BY CONTRACTOR AS INDICATED AND FOR THE APPROPRIATE COMPLETION OF ROOFING WORK. ALL EFFORTS SHOULD BE TAKEN TO PREVENT SERVICE DISRUPTION. ACTIVE OPERATION OF THESE DEVICES MUST BE MAINTAINED THROUGHOUT THE ENTIRE PROGRESS OF WORK FOR THIS PROJECT. RELOCATION OR DISCONNECTION OF ACTIVE ROOF TOP EQUIPMENT SHALL BE PERFORMED AFTER NORMAL BUILDING HOURS IN ORDER TO MINIMIZE DISRUPTION TO BUILDING OCCUPANTS. PROVIDE TEMPORARY LOCATIONS FOR DEVICES WHILE WORK IS BEING PERFORMED ON DIFFERENT ROOF SURFACES.

CONTRACTOR TO PROVIDE LABOR AND COORDINATION WITH PROPERTY MANAGEMENT AND GSA FOR ANY RELOCATIONS, REINSTALLATIONS, AND RE-ALIGNMENTS NOT SHOWN.

15. ROOF TOP WORK BY OTHERS:VERIZON HOLDS AND MAINTAINS EXISTING DEVICE AND ACCESSORY EQUIPMENT AND STRUCTURES, IN CLUDING PENERATION, ON THE ROOF. CONTRACTOR SHALL COORDINATE WITH VERIZON DURING AN WORK ACTIVITLES. REFER TO GENERAL NOTES FOR VERIZON TEL-COM WORK ACTIVIES ON SHEET AD101.

GENERAL PHASING NOTES

1. TEMPORARY CONSTRUCTION FENCING IS TO BE MAINTAINED AT ALL TIMES; PROVIDING A BARRIER FROM THE AREA OF WORK TO AREAS OUTSIDE THE AREA OF WORK. TEMPORARY

CONSTRUCTION FENCE IS TO NOT OBSTRUCT AREAS OUTSIDE THE AREA OF WORK AT ANYTIME.

2. IN GENERAL, PHASING OF WORK SHALL BEGIN WITH THE REMOVALS/REPLACEMENTS STARTING AT THE HIGHEST ROOF LEVEL FIRST. ONCE THIS IS COMPLETED, WORK SHALL PROCEED AT

THE NEXT LOWEST LEVEL AND SO ON.

CODE REVIEW

CHAPTER/ REF DESCRIPTION REQUIRED PROVIDED

NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA 101 : 2015)

CHAPTER REQUIRED PROVIDED

6 CLASSIFICATION OF OCCUPANCY

6.1.2 ASSEMBLY "GATHERING OF 50 PEOPLE OR MORE"

COMPLY WITH CHAPTERS 12 OR 13. 6.1.2.1

"FEWER THAN 50 PERSON SHALL BE

CLASSIFIED AS PART OF OTHER

OCCUPANCY AND SHOULD BE SUBJECT

TO THE PROVISIONS APPLICABLE

THERETO."

6.1.11 BUSINESS COMPLY W/ CHAPTERS 38 OR 39

INTERNATIONAL BUILDING CODE (IBC) 2015

CHAPTER CIVIC ADMINISTRATION PROVIDED

3 USE AND OCCUPANCY CLASSIFICATION

304.1 BUSINESS GROUP B OFFICE

4 SPECIAL DETAILED REQUIREMENTS

BASED ON USE AND OCCUPANCY

422.5 AUTOMATIC SPRINKLER SYSTEMS NOT ALTERED BY SCOPE

422.6 FIRE ALARM SYSTEMS NOT ALTERED BY SCOPE

5 GENERAL BUILDING HEIGHTS AND AREAS

503 OCCUPANCY B NOT ALTERED BY SCOPE

CONSTRUCTION TYPE IIA / EXIST NOT ALTERED BY SCOPE

504 BUILDING HEIGHT BASIC EXIST NOT ALTERED BY SCOPE

504.2 SPRINKLER INCREASE EXIST NOT ALTERED BY SCOPE

506 BUILDING AREA BASIC EXIST NOT ALTERED BY SCOPE

506.2 FRONTAGE INCREASE EXIST NOT ALTERED BY SCOPE

506.3 SPRINKLER INCREASE EXIST NOT ALTERED BY SCOPE

TOTAL AREA: EXIST NOT ALTERED BY SCOPE

6 CONSTRUCTION TYPE

T. 601 TYPE IIA / EXIST NOT ALTERED BY SCOPE

PRIMARY FRAME 1.000000 NOT ALTERED BY SCOPE

BEARING WALL - EXTERIOR 1.000000 NOT ALTERED BY SCOPE

BEARING WALL - INTERIOR 1.000000 NOT ALTERED BY SCOPE

NON BEARING WALL - EXTERIOR 0 (T. 602) NOT ALTERED BY SCOPE

NON BEARING WALL - INTERIOR 0 NOT ALTERED BY SCOPE

FLOOR CONSTRUCTION 1.000000 NOT ALTERED BY SCOPE

ROOF CONSTRUCTION 1 NOT ALTERED BY SCOPE

T. 602 FIRE SEPARATION DISTANCE < 30 FEET REQUIRED 1 HOUR NOT ALTERED BY SCOPE

602.3 TYPE IIA ALL MATERIALS MADE FROM

NONCOMBUSTABLE MATERIALS UNLESS

ALLOWED BY 603

NOT ALTERED BY SCOPE

9 FIRE PROTECTION SYSTEM

901 FIRE PROTECTION SYSTEM AUTOMATIC SYSTEM NOT ALTERED BY SCOPE

906 PORTABLE FIRE EXTINGUISHER

SYSTEMS

EXIST NOT ALTERED BY SCOPE

13 ENERGY EFFICIENCY

REQUIRES DESIGN AND COMPLIANCE

WITH INTERNATIONAL ENERGY CODE

NOT ALTERED BY SCOPE

APPLICABLE CODES

THE APPLICABLE MODEL CODES, STANDARDS AND REFERENCES DOCUMENTS PERTINENT TO THE

PROJECT ARE AS FOLLOWS:

• NFPA 101 LIFE SAFETY CODE (2015)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS (2013)

• INTERNATIONAL BUILDING CODE (IBC 2015)

• INTERNATIONAL MECHANICAL CODE (IBC 2015)

• NATIONAL ELECTRICAL CODE - NFPA 70 (NEC 2014)

• INTERNATIONAL PLUMBING CODE (IBC 2015)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, ASME A 17.1.

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE

INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURALSTEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPAct)

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2013.

• ASHRAE STANDARDS AND HANDBOOKS

• FACILITIES STANDARDS FOR THE PUBLIC BUILDINGS SERVICE - PBS-P100 (2014)

0 10' 40'20'

Recommended phasing options. Roofing Contractor is responsible for coordinating with GSA and Verizon at all times during the contract understanding that durations estimated may vary. Weather conditions can restrict planned work activities that could delay scheduled tasks. Contractor will need to coordinate all weather-dependent work activities accordingly.

Phasing Option 1:

Verizon Mobilization #1 (minimum 2-days estimated duration)

1. Verizon requests 2-week notice prior to Roofing Contractor starting work activities

2. Thursday / Friday prior to roofers starting work, Verizon to remove cables and cable tray from north east enclosure and relocate some antennas to south east enclosure.

3. The south portion of the roof will still have cables connected and in place.

Verizon Mobilization #2 (minimum 3-days total estimated duration)

1. Verizon requests 2-week notice prior to Roofing Contractor starting work activities beginning with the

South portion of roof. Contractor may allow Verizon to work on the roof when they are working the rest of the roof.

2. Three days prior to roofers starting work on south portion only – Verizon will suspend cables from doghouse to south east enclosure and remove existing cable tray. Verizon will remove cables and cable tray from doghouse to south west enclosure. (minimum 2-days estimated duration)

3. Verizon to return immediately after roofing work is finished on the south section to re-connect south west enclosure (minimum 1-day estimated duration)

Verizon will then re-mobilize to reconnect the northeast enclosure once roof work in this section is completed to the Government’s acceptability. Cable and cable tray storage on site to be coordinated in advance of delivery and placement.

Phasing Option 2:

Verizon Mobilization #1 (minimum 4-days total estimated duration)

1. Verizon requests 2-week notice prior to Roofing Contractor starting work activities

2. This option will only work if roofing contractor agrees to work south section of roof first and allow

Verizon to work on the roof when they are working the rest of the roof, or Verizon will work on the weekend but only if the south section of roofing work is finished first.

3. Verizon to remove cables and cable tray from northeast enclosure, relocate some antennas to south east enclosure, suspend cables from doghouse to south east enclosure. remove cables and tray from south west enclosure (minimum 3-days estimated duration)

4. Verizon will return immediately after roofing work is finished on the south section to reconnect south west enclosure (minimum 1-day estimated duration)

Verizon will then re-mobilize to reconnect the northeast enclosure once roof work in this section is completed to the Government’s acceptability. Cable and cable tray storage on site to be coordinated in advance of delivery and placement.

1/8" = 1'-0"A0102 A0101

1 View Name

ROOM NAME

150 SF

ZZZ

ROOM TAG

VIEW TAG

BUILDING SECTION

WALL SECTION

FLOOR LEVEL

COLUMN GRID

METAL PANEL /

CURTAIN WALL

PANEL TAG

ITEM TAG

KEYED NOTE

REVISION TAG

DEMOLITION TAG

SHEET

NUMBER OF

VIEW

SHEET NUMBER

OF VIEW

ORIGINATION

SHEET

NUMBER OF

VIEW

SECTION NUMBER

BREAK LINE

ALIGN

ALIGN ELEMENTS

FLOOR

ELEVATION

FLOOR NAME

EXTERIOR ELEVATION

CALLOUT

ELEVATION

NUMBER

AE001

SIM

DETAIL CALLOUT

SHEET

NUMBER OF

VIEW

DETAIL NUMBER

ROOM NAME

ROOM NUMBER

ROOM AREA

AE001

AE001

INTERIOR ELEVATION

CALLOUT

NORTH ARROW

MAGNETIC

NORTH

PROJEC

T NORTH

TP1

SHEET

NUMBER OF

VIEW

SECTION NUMBER

SHEET

NUMBER OF

VIEW

ELEVATION

NUMBER

SHEET

NUMBER OF

VIEW

AE001

SIM

AE001

SIM

Name Elevation

10"

M1

WALL TYPE 410:

UL --

RATING 0 HOUR

STC ---

CMU

9 5/8" CMU

REINFORCING PER

STRUCTURAL

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

RENOVATION

SHEET SIZE: 34 X 44

DRAWING NO.

CHECKED BY

DRAWN BY

FLOOR NO.

FILE NAME

DRAWING TITLE

SUB. DATE

SUBMISSION

GSA PM

PROJECT NO.

PROJECT

DESCRIPTION

PROJECT

TITLE

FACILITY CODE

OTHER

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

CONSTR. FIRM

SUB A/E

PRIME A/E

A/E CON. NO.

D R

A W

IN

G

P R

O J E

C T

B U

IL

D

IN

G

C O

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MARK DATE DESCRIPTION

SHEET OF

NK BHANDARI ARCHITECTURE

C&S ENGINEERS

GS-07-P-16-UC-D-7008

K E

Y P

L A

N

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

DATE:

1 2 3 4 5 6

E

D

C

B

A

1 2 3 4 5 6

SUB A/E

CONSTR. CON. -

NYS EDUCATION LAW, SECTION 7209 AND 69.5(B)

PROHIBITS ANY PERSON TO ALTER THESE DRAWINGS

OTHER THAN A LICENSED ARCHITECT OR THE DESIGN

ENGINEER. INFORMATION ON THESE DRAWINGS IS

FOR GSA ONLY, AND CAN BE UTILIZED BY GSA AS THEY

DEEM NECESSARY.

COPYRIGHT 2019

N. K. BHANDARI, ARCHITECTURE & ENGINEERING, P.C.

1005 W. Fayette Street, Suite 500 Syracuse, NY 13204

Phone Fax www.nkbpc.com

315.428.1177 315.428.9822

N/A

499 Col. Eileen Collins Blvd Syracuse, NY 13212

Phone www.cscos.com

315.455.2000

GENERAL SERVICES ADMINISTRATION

1 CLINTON SQUARE

ALBANY, NY 12207

AB

C D

UPPER ROOF

LOWER ROOF

ELEVATOR

PENTHOUSE

/1

/2

:2 :5

P

M

GENERAL NOTES, SYMBOLS, &

ABBREVIATIONS

O'BRIEN UPPER ENVELOPE

PROJECT

DBH

CAL 03/10/2020

RNY#12932

03/10/2020

3 24

FOR CONSTRUCTION

A001

JERRY BOYLE

LEO O'BRIEN FEDERAL BLDG

GENERAL CONSTRUCTION NOTES

1 DESIGN CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE “INTERNATIONAL BUILDING CODE 2015 (IBC)", THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, "FACILITIES STANDARDS FOR THE PUBLIC BUILDINGS SERVICE (P100)" - LATEST REVISION, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED

2 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND/OR NOTES.

3 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIAL.

WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED TO A “NEW CONDITION,” OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER.

4 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE CONSTRUCTION MANAGER AND ARCHITECT/ENGINEER AND REQUEST CLARIFICATION.

5 DRAWINGS MAY NOT INDICATE ALL DEMOLITION/REMOVALS. CONTRACTOR SHALL REFER TO DRAWINGS, SPECIFICATIONS AND VERIFY FIELD CONDITIONS TO DETERMINE FULL SCOPE AND PARTICULARS OF REMOVALS AS REQUIRED FOR AND COORDINATED WITH THE NEW WORK PRIOR TO BIDDING WORK. VERIFY AND CONFIRM WITH OWNER WHICH ITEMS ARE TO

BE SAVED FOR OWNER’S USE OR REINSTALLATION BY CONTRACTOR.

6 WHERE CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND/OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES, RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (I.E., DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID.

7 WHERE CONSTRUCTION RESULTS IN DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS, PATCH, LEVEL AND FEATHER AREAS AS REQUIRED TO PROVIDE UNIFORMITY OF NEW

FLOORING.

8 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (I.E. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF PLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM

WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITIONS.

9 CONTRACTOR SHALL OBTAIN FROM OWNER ALL REQUIREMENTS FOR INSTALLATION OF OWNER PROVIDED EQUIPMENT INCLUDING ROUGHING DIAGRAMS, INSTALLATION INSTRUCTIONS, ELECTRICAL SCHEMATICS, TEMPLATES, LAYOUTS AND DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER, WELL COORDINATED INSTALLATION.

PRIOR TO ROUGH-IN OF SERVICES, CONFER WITH OWNER EXACT LOCATION OF ALL ITEMS.

10 CONTRACTOR SHALL COORDINATE THE WORK WITH EACH TRADE SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH TRADE EXACT LOCATION

OF ALL ITEMS

11 ALL PENETRATIONS THROUGH FLOORS AND FULL HEIGHT WALLS TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALL TO BE FIRE AND SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING

INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL.

12 WOOD USED FOR BLOCKING OR OTHER PURPOSES ON OR ABOVE THE ROOF DECK WITHIN 2’-0” OF GRADE AND OTHER LOCATIONS OUTSIDE THE BUILDING ENVELOPE WHERE EXPOSED TO THE WEATHER, SHALL BE PRESSURE TREATED TYPE. WOOD USED FOR BLOCKING OR OTHER PURPOSES SHALL BE FIRE RETARDANT TYPE.

13 ALL DRAWINGS INDICATED AS GENERAL APPLY TO ENTIRE PROJECT, INCLUSIVE OF ALL BUILDINGS.

ABBREVIATIONS

RB RUBBER BASE

RD ROOF DRAIN

RECP RECEPTICLE

REF REFERENCE

REFL REFLECT (ED), (IVE), (OR)

REFR REFRIGERATOR,

REFRIGERATION

REINF REINFORCE (D), (ING)

REQD REQUIRED

RES RESILIENT

RET RETURN, RETAINING

REV REVISION (S), REVISED

RH RIGHT HAND

RI RIGID INSULATION

RM ROOM

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RUBR RUBBER

S

S SOUTH

SA SUPPLY AIR

SAD SADDLE

SAN SANITARY

SC SOLID CORE

SCH SCHEDULE

SCW SOLID CORED WOOD

SDT STATIC DISSIPATIVE TILE

SECT SECTION

SF SQUARE FOOT (FEET)

SG SPANDREL GLASS

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SP SPECIAL

SPEC SPECIFICATION (S)

SPKR SPEAKER

SPL SPANDREL PANEL

SQ SQUARE

SS SOLID SURFACE

SST STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURE (AL)

SURF SURFACE

SUSP SUSPENDED

SW SWITCH

SY SQUARE YARD

SYM SYMMETRY (ICAL)

SYS SYSTEM

T

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

T&P TAPE & PRIME

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY

TERR TERRAZZO

THK THICK (NESS)

TO TOP OF

TOL TOLERANCE

TOS TOP OF STEEL

TP TOILET PARTITION

TPH TOILET PAPER HOLDER

TRANS TRANSVERSE

TS TERMINATION STRIP

TV TELEVISION

TYP TYPICAL

TYPOS TYPICAL OTHER SIDE

U

UC UNDERCUT

UH UNIT HEATER

UL UNDERWRITERS'

LABORATORIES

UNEX UNEXCAVATED

UNF UNFINISHED

UON UNLESS OTHERWISE

NOTED

UR URINAL

V

VAR VARIES (ABLE)

VB VINYL BASE

VC VINYL COVE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VG VISION GLASS

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WNCT WAINSCOTING

WP WATERPROOFED (ING)

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

X

XPS EXTRUDED POLYSTYRENE

INSULATION

ABBREVIATIONS

L

L LENGTH, LONG

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LF LINEAR FOOT (FEET)

LH LEFT HAND

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LOUV LOUVER

LP LOW POINT

LT LIGHT

LW LONG WAY

M

MAG MAGNETIC

MAR MARBLE

MAS MASONRY

MAX MAXIMUM

MBD MARKER BOARD

ME MATCH EXISTING

MECH MECHANICAL

MED MEDIUM

MEM MEMBER

MEMB MEMBRANE

MEP MECHANICAL,

ELECTRICAL, PLUMBING

MEPFP MECHANICAL,

ELECTRICAL, PLUMBING,

FIRE PROTECTION

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MR

GWB

MOISTURE RESISTANT

GYPSUM WALL BOARD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N

N NORTH

NAT NATURAL

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NTS NOT TO SCALE

O

OA OVERALL

OBS OBSCURE

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

P

P LAM PLASTIC LAMINATE

P&R PATCH & REPAIR

PAVMT PAVEMENT

PC PLUMBING CONTRACTOR

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PERM PERMANENT

PL PLATE

PLAS PLASTER

PLAST PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLYIS

O

POLYISOCYANURATE

INSULATION

PR PAIR

PREP PREPARE (ATION)

PROJ PROJECT (ION)

PROP PROPERTY

PRTN PARTITION

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PTD PAINTED

PVC POLYVINYL CHLORIDE

Q

QTY QUANTITY

R

R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

ABBREVIATIONS

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EPS EXPANDED POLYSTYRENE

INSULATION

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED SLAB

EST ESTIMATE (D)

ETR EXISTING TO REMAIN

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPAND

EXPO EXPOSED

EXT EXTERIOR

EXTR EXTRUDED

F

FA FIRE ALARM

FAB FABRICATE

FAP FIRE ALARM CONTROL

PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISHED FLOOR

FH FLOOR HATCH

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH (ED)

FIXT FIXTURE

FL FLANGE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR (ING)

FLUOR FLUORESCENT

FM FLOOR MOUNTED

FNDN FOUNDATION

FO FACE OF

FP FIRE PROTECTION

FR FRAME (ING)

FRP FIBERGLASS REINFORCED

PANEL

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENEARL

GL GLASS / GLAZING

GR GUARDRAIL

GRG GLASS REINFORCED

GYPSUM

GT GLAZED TILE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H/C HANDICAPPED

HB HOSE BIB

HC HOLLOW CORE

HD HAND

HDR HEADER

HDWE HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HMI HOLLOW METAL

INSULATED

HORIZ HORIZONTAL

HP HIGH POINT

HR HANDRAIL, HOUR

HTG HEATING

HTR HEATER

HVAC HEATING/VENTILATING/AIR

CONDITIONING

HW HOT WATER

I

ID INSIDE DIAMETER

IN INCH OR INCHES

INCL INCLUDE (ING)

INSUL INSULATE (D), (ION)

INT INTERIOR

INV INVERT

J

J JOIST

JAN JANITOR

JCT JUNCTION

JT JOINT

K

KD KNOCKED DOWN

KIT KITCHEN

ABBREVIATIONS

A

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESS

ACOUS ACOUSTIC (AL)

ACT ACOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT

ADJUST ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APPRO

X

APPROXIMATE (LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

AVG AVERAGE

B

BD BOARD

BET BETWEEN

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCHMARK

BN BULLNOSE

BO BOTTOM OF

BOD BASIS OF DESIGN

BRD BOARD

BSMT BASEMENT

BUR BUILT-UP-ROOF

C

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT (FEET)

CFMF COLD FORMED METAL

FRAMING

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CKBD CORKBOARD

CL CLOSET

CLG CEILING

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLR CLEAR

CM CEILING MOUNTED

CMU CONCRETE MASONRY

UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE (OUS)

CONTR CONTRACTOR

CPT CARPET

CR CHAIR RAIL

CT CERAMIC TILE

CTR CENTER

CW COLD WATER

CY CUBIC YARD (S)

D

DBL DOUBLE

DEG DEGREES

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DN DOWN

DO DOOR OPENING

DOM DOMESTIC

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E

E EAST

EA EACH

EC ELECTRICAL

CONTRACTOR

EF EACH FACE

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

EJCP EXPANSION JOINT COVER

PLATE

EL ELEVATION

ELEC ELECTRIC (AL)

ELEV ELEVATOR

TYPICAL SYMBOLS

1" = 1'-0"A001

1 WALL TYPE 410

V

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

VERIZON VERIZONVERIZON VERIZON VERIZON V

E R

IZO

N

V E R

IZO

N

V.I.F

5' - 5" +/-

V.I.F

145' - 0" +/-

V.I.F

5' - 5" +/-

V.I.F

155' - 10" +/-

V .I .F

V .I .F

V .I .F

V .I .F

H.1F.1E.1D.1C.1

1.A

1.C

1.D

1.E

1.G

A.1 B.1

1.B

1.F

G.1

COOLING TOWER

TO REMAIN

COOLING TOWER

TO REMAIN

5 5

LOWER

UPPER

L O

W E

R

U P

P

LOWER

UPPER

L O

W E

R

U P

P

L O

W E

R

U P

P

L O

W E

R

U P

P

OPEN TO BELOW

IF

V

IF

V

IF

VIF

5' - 5" +/-

VIF

146' - 0" +/-

VIF

5' - 5" +/-

V

IF

VIF

15' - 0" +/-

VIF

36' - 11" +/-

V

IF

V

IF

V

IF

V

IF

ANTENNAE

SECTOR B

ANTENNAE

SECTOR A

ANTENNAE

SECTOR D

ANTENNAE

SECTOR C

4'0 8' 16'

TYP

TYP

TYP

TYP

TYP

EXISTING STEEL

EXISTING PIPES

ALT- 1

ALT- 1

AE301

AE301

ROOF ZONE AREAS

ROOF ZONE A1 = 2,150 SQ. FT.

ROOF ZONE A2 = 983 SQ. FT.

ROOF ZONE B1 = 15,531 SQ. FT.

ROOF ZONE B2 = 1,120 SQ. FT.

ROOF ZONE B3 = 565 SQ. FT.

TOTAL ROOF ZONE AREAS =

20,349 SQ. FT.

ALL AREA CALCULATIONS ARE

APPROXIMATE.

ROOF ZONE B2

ROOF ZONE B3

ROOF ZONE B1 ROOF ZONE B1

WALKING PAD (SPACE PER

MFR RECOMMENDATION TO

ALLOW FOR PROPER

DRAINAGE)

ROOF DRAINROOF EQUIPMENT RD ROOF DRAIN, REFER

TO PLUMB DRAWINGS

HIGH

LOW

VENTS ROOF EQUIPMENT ROOF DRAIN NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

RENOVATION

SHEET SIZE: 34 X 44

DRAWING NO.

CHECKED BY

DRAWN BY

FLOOR NO.

FILE NAME

DRAWING TITLE

SUB. DATE

SUBMISSION

GSA PM

PROJECT NO.

PROJECT

DESCRIPTION

PROJECT

TITLE

FACILITY CODE

OTHER

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

CONSTR. FIRM

SUB A/E

PRIME A/E

A/E CON. NO.

D R

A W

IN

G

P R

O J E

C T

B U

IL

D

IN

G

C O

N T

R A

C T

O R

S G

R A

P

A L

E R

E V

IS

IO

N N

O T

E S

C E

R T

IF

IC

A T

IO

N

S

MARK DATE DESCRIPTION

SHEET OF

NK BHANDARI ARCHITECTURE

C&S ENGINEERS

GS-07-P-16-UC-D-7008

K E

Y P

L A

N

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

DATE:

1 2 3 4 5 6

E

D

C

B

A

1 2 3 4 5 6

SUB A/E

CONSTR. CON. -

NYS EDUCATION LAW, SECTION 7209 AND 69.5(B)

PROHIBITS ANY PERSON TO ALTER THESE DRAWINGS

OTHER THAN A LICENSED ARCHITECT OR THE DESIGN

ENGINEER. INFORMATION ON THESE DRAWINGS IS

FOR GSA ONLY, AND CAN BE UTILIZED BY GSA AS THEY

DEEM NECESSARY.

COPYRIGHT 2019

N. K. BHANDARI, ARCHITECTURE & ENGINEERING, P.C.

1005 W. Fayette Street, Suite 500 Syracuse, NY 13204

Phone Fax www.nkbpc.com

315.428.1177 315.428.9822

N/A

499 Col. Eileen Collins Blvd Syracuse, NY 13212

Phone www.cscos.com

315.455.2000

GENERAL SERVICES ADMINISTRATION

1 CLINTON SQUARE

ALBANY, NY 12207

AB

C D

UPPER ROOF

LOWER ROOF

ELEVATOR

PENTHOUSE

/1

/2

:2 :5

P

M

DEMOLITION - ROOF PLAN

O'BRIEN UPPER ENVELOPE

PROJECT

DBH

CAL 03/10/2020

RNY#12932

03/10/2020

4 24

FOR CONSTRUCTION

AD101

JERRY BOYLE

LEO O'BRIEN FEDERAL BLDG

1/8" = 1'-0"AD101

1 UPPER ROOF - DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1 ANY ITEM NOT SPECIFICALLY IDENTIFIED BUT REQUIRED TO BE REMOVED OR REPAIRED TO PREPARE THE BUILDING FOR THE NEW WORK OR TO OTHERWISE PRODUCE THE FINISHED PRODUCT SHOWN IN THE CONTRACT DOCUMENTS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

2 DEMOLITION WORK SHALL BE SCHEDULED AT ALL TIMES AND BE SUBJECT TO THE DIRECTION AND APPROVAL OF THE PROPERTY MANAGER AND/OR GSA.

3 EXISTING CONSTRUCTION TO REMAIN SHALL BE PRESERVED AND PROTECTED DURING CONSTRUCTION. DAMAGE TO EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER, INCLUDING THE MAINTENANCE OF ALL FIRE

RATINGS AT STRUCTURAL MEMBERS, FLOORS, WALLS, CEILINGS, ETC.

4 PRIOR TO ANY DEMOLITION, THE GENERAL CONTRACTOR SHALL COORDINATE BRACING TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING

ELEMENTS OF THE BUILDING AS REQUIRED.

5 CONTRACTOR SHALL REMOVE ALL MATERIALS IN A WORKMAN-LIKE MANNER APPROVED BY THE OWNER AND DISPOSE OF ALL MATERIALS PER APPLICABLE

CODES.

6 COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL & HAZARDOUS MATERIALS.

7 REFER TO M/E/P DEMOLITION DRAWINGS FOR REMOVAL OF EXISTING ELECTRICAL, TELECOMMUNICATION, DATA, WALL-MOUNTED CONDUITS, LINES, METERS, DUCT WORK, PLUMBING.

8 FOLLOWING ROOF REMOVALS, A CONTRACTOR SHALL CONFIRM EXISTING ROOF DECK SLOPES MEETING DESIRED 1/8” PER 12” MINIMUM – IF EXISTING ROOF

DECK SLOPE ARE LESS THAN REQUIRED, CONTRACTOR SHALL PROVIDE ADDITIONAL.

DEMO PLAN- KEYED NOTES- SHEET AD101

NUMBER DESCRIPTION

1 HAZARDOUS MATERIALS (ASBESTOS) ARE KNOWN TO EXIST ON THE UPPER ROOF AT THE LOCATIONS SHOWN, SPECIFICALLY BLACK TAR ON APPLIED TO THE LIGHTNING GROUND WIRE. ROOFING CONTRACTOR TO ABATE AND DISCARD HAZARDOUS MATERIALS ENCOUNTERED DURING THE INSTALLATION OF THE SCHEDULED ROOF WORK. ALL REGULATIONS AND PROCEDURES ON ROOF ARE TO BE FOLLOWED IN THE ABATEMENT OF ALL HAZARDOUS MATERIALS. NOTE THAT ALL OPENINGS AND PENETRATIONS TO THE BUILDING WITHIN 25 FEET OF THE IMMEDIATE HAZARDOUS MATERIAL REMOVAL WORK SHALL SHUT OR SEALED AIRTIGHT TO PREVENT FIBER MIGRATION INTO THE BUILDING. HEPA FILTERS COVERING AHU OR HVAC INTAKES OR EXHAUSTS THAT CANNOT BE TURNED OFF IS AN ACCEPTABLE OPTION. SEE PLAN FOR APPROXIMATE LOCATION OF EXISTING SYSTEM, CONTACTOR SHALL VERIFY IN FIELD. ONCE ABATEMENT IS COMPLETED REMAIN SYSTEMS TO BE SALVAGED FOR POTENTIAL REUSE IN PART & WHOLE, COORDINATE WITH ELECTRICAL.

2 REMOVE AND PROPERLY DISCARD EXISTING ROOF CONSTRUCTION DOWN TO ORIGINAL CONCRETE DECKING TO A CLEAN, SMOOTH, SOUND SURFACE.

REMOVALS SHALL INCLUDE, BUT ARE NOT LIMITED TO, ROOF MEMBRANE, GRANULAR TOP, BUILT-UP ROOF, COVER BOARD, POLYISO INSULATION (THICKNESS VARIES), BITUMEN-TYPE VAPOR BARRIER, AND MEMBRANE FLASHINGS. PREPARE SURFACES TO RECEIVE SCHEDULED WORK.

3 PREPARE EXISTING CONCRETE DECK TO A CLEAN SOUND SURFACE, PATCH AND RE-LEVEL CONCRETE DECK AS NEEDED TO A SMOOTH SURFACE AND

PREPARE EXISTING ADJACENT CONSTRUCTION FOR SCHEDULED CONSTRUCTION.

4 REMOVE AND PROPERLY DISCARD EXISTING ROOF DRAIN DOME ONLY TO RECEIVE RETRO FIT ROOF DRAIN. FLOW TEST ROOF DRAINS BEFORE AND AFTER SCHEDULED ROOF WORK. PROVIDE WRITTEN DOCUMENTATION OF BOTH TESTS TO ARCHITECT AND GSA. PREPARE SURFACES TO RECEIVE

SCHEDULED WORK.

5 REMOVE AND PROPERLY DISCARD EXISTING PITCH POCKET. EXISTING PIPE PENETRATION TO REMAIN. PREPARE SURFACES TO RECEIVE SCHEDULED

WORK.

6 THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND VERIZON REGARDING PHASING OF ROOF WORK TO ACCOMMODATE KEEPING TWO OF THE THREE ANTENNAS ON THE ROOF ACTIVE DURING CONSTRUCTION. VERIZON IS TO TAKE CARE OF ANY DISCONNECTING, RECONNECTING AND MOVING OF THE ANTENNA/CABLES DURING CONSTRUCTION. THE CONTRACTOR WILL NOT BE PERMITTED TO PERFORM THIS WORK. VERIZON WILL ALWAYS BE REQUIRED TO COORDINATE WITH THE GOVERNMENT AND THE CONTRACTOR DURING CONSTRUCTION. REFER TO ELECTRICAL FOR MORE

INFORMATION.

7 TEMPORARILY DISCONNECT AND LIFT UNIT. SEE MECHANICAL ON M-SERIES DRAWINGS. PREPARE SURFACE TO RECEIVE SCHEDULED WORK. UNIT.

SEE MECHANICAL ON M-SERIES DRAWINGS. PREPARE SURFACE TO RECEIVE SCHEDULED WORK.

8 CAREFULLY REMOVE EXISTING LADDER (FOR REUSE).

9 REMOVE AND DISCARD ROOF EDGE COPING, BLOCKING AND RELATED CONSTRUCTION TO A CLEAN SOUND SURFACE. PREPARE EXISTING ADJACENT

CONSTRUCTION FOR SCHEDULED CONSTRUCTION.

10 REMOVE AND DISCARD 2” MINIMUM OF CONCRETE AROUND EXISTING OPENING, BLOCKING AND RELATED CONSTRUCTION TO A CLEAN SOUND

SURFACE. PREPARE EXISTING ADJACENT CONSTRUCTION FOR SCHEDULED CONSTRUCTION.

NO SCALEAD101

2 UPPER ROOF - ROOF ZONE KEY PLAN

ROOF LEGEND

UP

PIPE PIPEPIPE PIPEPIPE PIPE

H.1F.1E.1D.1C.1

1.A

1.C

1.D

1.E

1.G

A.1 B.1

1.B

1.F

G.1

1 1

2 2 2 2 2

22222

3 3

11747 SF

MECHANICAL

SPACE

264 SF

OFFICE

690 SF

ELEVATOR ROOM

214 SF

STAIR WELL

231 SF

STAIR WELL

44 5

4 4

V.I.F

87' - 11" +/-

/8

COOLING TOWER

TO REMAIN

AREA NOT IN SCOPE AREA NOT IN SCOPE

AREA NOT IN SCOPE AREA NOT IN SCOPE

V

IF

VIF

148' - 6" +/-

V

IF

VIF

2' - 4" +/-

VIF

2' - 4" +/-

4'0 8' 16'

AE102 - A

ROOF ZONE AREAS

LOW ROOFS

ROOF ZONE A1 = 2,150 SQ. FT.

ROOF ZONE A2 = 983 SQ. FT.

UPPER ROOFS

ROOF ZONE B1 = 15,531 SQ. FT.

ROOF ZONE B2 = 1,120 SQ. FT.

ROOF ZONE B3 = 565 SQ. FT.

TOTAL ROOF ZONE AREAS =

20,349 SQ. FT.

ALL AREA CALCULATIONS ARE

APPROXIMATE.

ROOF ZONE A1

ROOF ZONE A2

ROOF ZONE A2

ROOF ZONE A2

ROOF ZONE A2

AREA NOT IN SCOPE AREA NOT IN SCOPE

WALKING PAD (SPACE PER

MFR RECOMMENDATION TO

ALLOW FOR PROPER

DRAINAGE)

ROOF DRAINROOF EQUIPMENT RD ROOF DRAIN, REFER

TO PLUMB DRAWINGS

HIGH

LOW

VENTS ROOF EQUIPMENT ROOF DRAIN NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

RENOVATION

SHEET SIZE: 34 X 44

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PROJECT

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FACILITY CODE

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BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

CONSTR. FIRM

SUB A/E

PRIME A/E

A/E CON. NO.

D R

A W

IN

G

P R

O J E

C T

B U

IL

D

IN

G

C O

N T

R A

C T

O R

S G

R A

P

A L

E R

E V

IS

IO

N N

O T

E S

C E

R T

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IC

A T

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N

S

MARK DATE DESCRIPTION

SHEET OF

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C&S ENGINEERS

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Y P

L A

N

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

DATE:

1 2 3 4 5 6

E

D

C

B

A

1 2 3 4 5 6

SUB A/E

CONSTR. CON. -

NYS EDUCATION LAW, SECTION 7209 AND 69.5(B)

PROHIBITS ANY PERSON TO ALTER THESE DRAWINGS

OTHER THAN A LICENSED ARCHITECT OR THE DESIGN

ENGINEER. INFORMATION ON THESE DRAWINGS IS

FOR GSA ONLY, AND CAN BE UTILIZED BY GSA AS THEY

DEEM NECESSARY.

COPYRIGHT 2019

N. K. BHANDARI, ARCHITECTURE & ENGINEERING, P.C.

1005 W. Fayette Street, Suite 500 Syracuse, NY 13204

Phone Fax www.nkbpc.com

315.428.1177 315.428.9822

N/A

499 Col. Eileen Collins Blvd Syracuse, NY 13212

Phone www.cscos.com

315.455.2000

GENERAL SERVICES ADMINISTRATION

1 CLINTON SQUARE

ALBANY, NY 12207

AB

C D

UPPER ROOF

LOWER ROOF

ELEVATOR

PENTHOUSE

/1

/2

:2 :5

P

M

DEMOLITION - LOW ROOF - BID

OPTION

O'BRIEN UPPER ENVELOPE

PROJECT

DBH

CAL 03/10/2020

RNY#12932

03/10/2020

5 24

FOR CONSTRUCTION

AD102 - A

JERRY BOYLE

LEO O'BRIEN FEDERAL BLDG

1/8" = 1'-0"AD102 - A

1 LOW ROOF DEMOLITION PLAN

DEMO PLAN- KEYED NOTES- SHEET AD100

NUMBER DESCRIPTION

1 REMOVE AND PROPERLY DISCARD EXISTING ROOF CONSTRUCTION DOWN TO ORIGINAL CONCRETE DECKING TO A CLEAN, SMOOTH, SOUND SURFACE.

REMOVALS SHALL INCLUDE, BUT ARE NOT LIMITED TO, ROOF MEMBRANE, PAVERS, BUILT-UP ROOF, BITUMEN-TYPE VAPOR BARRIER, AND MEMBRANE

FLASHINGS. PREPARE SURFACES TO RECEIVE SCHEDULED WORK.

2 REMOVE AND PROPERLY DISCARD EXISTING ROOF CONSTRUCTION DOWN TO ORIGINAL CONCRETE DECKING TO A CLEAN, SMOOTH, SOUND SURFACE.

REMOVALS SHALL INCLUDE, BUT ARE NOT LIMITED TO, ROOF MEMBRANE, GRANULAR TOP, BUILT-UP ROOF, COVER BOARD, POLYISO INSULATION (THICKNESS VARIES), BITUMEN-TYPE VAPOR BARRIER, AND MEMBRANE FLASHINGS. PREPARE SURFACES TO RECEIVE SCHEDULED WORK.

3 REMOVE AND PROPERLY DISCARD EXISTING FLASHING. PROVIDE NEW FLASHING TERMINATIONS PER DETAILS.

4 REMOVE AND PROPERLY DISCARD EXISTING ROOF DRAIN DOME ONLY TO RECEIVE RETRO FIT ROOF DRAIN. FLOW TEST ROOF DRAINS BEFORE AND AFTER SCHEDULED ROOF WORK. PROVIDE WRITTEN DOCUMENTATION OF BOTH TESTS TO ARCHITECT AND GSA. PREPARE SURFACES TO RECEIVE

SCHEDULED WORK.

5 REMOVE AND PROPERLY DISCARD EXISTING MEP SUPPORT. PREPARE SURFACES TO RECEIVE SCHEDULED WORK. REMOVE AND INFILL ALL EXIST

PITCH POCKETS AND PREP FOR NEW ROOF SYSTEM,

6 REMOVE LOOSE PAINT TO A CLEAN SOUND SURFACE AND PREPARE EXISTING ADJACENT CONSTRUCTION TO RECEIVE SCHEDULED WORK.

7 REMOVE EXISTING DOOR, FRAME & HARDWARE, PREPARE SURFACE TO RECEIVE SCHEDULED WORK

8 REMOVE EXISTING DOOR THRESHOLD, PREPARE SURFACE TO RECEIVE SCHEDULED WORK

GENERAL DEMOLITION NOTES

1 ANY ITEM NOT SPECIFICALLY IDENTIFIED BUT REQUIRED TO BE REMOVED OR REPAIRED TO PREPARE THE BUILDING FOR THE NEW WORK OR TO OTHERWISE PRODUCE THE FINISHED PRODUCT SHOWN IN THE CONTRACT DOCUMENTS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

2 DEMOLITION WORK SHALL BE SCHEDULED AT ALL TIMES AND BE SUBJECT TO THE DIRECTION AND APPROVAL OF THE PROPERTY MANAGER AND/OR GSA.

3 EXISTING CONSTRUCTION TO REMAIN SHALL BE PRESERVED AND PROTECTED DURING CONSTRUCTION. DAMAGE TO EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER, INCLUDING THE MAINTENANCE OF ALL FIRE

RATINGS AT STRUCTURAL MEMBERS, FLOORS, WALLS, CEILINGS, ETC.

4 PRIOR TO ANY DEMOLITION, THE GENERAL CONTRACTOR SHALL COORDINATE BRACING TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING

ELEMENTS OF THE BUILDING AS REQUIRED.

5 CONTRACTOR SHALL REMOVE ALL MATERIALS IN A WORKMAN-LIKE MANNER APPROVED BY THE OWNER AND DISPOSE OF ALL MATERIALS PER APPLICABLE

CODES.

6 COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL & HAZARDOUS MATERIALS.

7 REFER TO M/E/P DEMOLITION DRAWINGS FOR REMOVAL OF EXISTING ELECTRICAL, TELECOMMUNICATION, DATA, WALL-MOUNTED CONDUITS, LINES, METERS, DUCT WORK, PLUMBING.

8 FOLLOWING ROOF REMOVALS, A CONTRACTOR SHALL CONFIRM EXISTING ROOF DECK SLOPES MEETING DESIRED 1/8” PER 12” MINIMUM – IF EXISTING ROOF

DECK SLOPE ARE LESS THAN REQUIRED, CONTRACTOR SHALL PROVIDE ADDITIONAL.

NO SCALEAD102

- A

2 LOW ROOF - ROOF ZONE KEY PLAN

ROOF LEGEND

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

VERIZON VERIZONVERIZON VERIZON VERIZON VERIZON VERIZON VERIZON VERIZON VERIZON VERIZON

V E R

IZ

O

N

V E R

IZ

O

N

V E R

IZ

O

N

V E R

IZ

O

N

V E R

IZ

O

N

VERIZONVERIZON

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

V E

R

IZ

O N

VERIZON VERIZONVERIZON VERIZON VERIZON V

E R

IZO

N

V E R

IZO

N

VIF

87' - 11" +/-

VIF

4' - 3" +/-

VIF

156' - 10" +/-

VIF

66' - 6" +/-

VIF

36' - 11" +/-

VIF

53' - 5" +/-

V

IF

V

IF

V

IF

V

IF

VIF

15' - 0" +/-

VIF

15' - 0" +/-

VIF

15' - 0" +/-

V

IF

RD

RD

RD

RD

RD

OPEN TO BELOW

LOWER

UPPER

LOWER

UPPER

L O

W E

R

U P

P

L O

W E

R

U P

P

IF

O V

E R

A L

L

RD

AE301

AE301

AE301

28' - 11"

1/4" / 1'-0" 1/4" / 1'-0"

H.1F.1E.1D.1C.1

VIF

156' - 10" +/-

VIF

4' - 3" +/- VIF

1' - 2" +/-

VIF

28' - 0" +/-

VIF

30' - 0" +/-

VIF

30' - 0" +/-

VIF

30' - 0" +/-

VIF

28' - 0" +/- VIF

1' - 2" +/-

VIF

4' - 3" +/-

VIF

5' - 5" +/-

VIF

146' - 0" +/-

VIF

5' - 5" +/-

1.A V

IF

V

IF

V

IF

V

IF

V

IF

1.C

1.D

1.E

1.G

V

IF

V

IF

V

IF

V

IF

1/4" / 1'-0"

/8

" / 1 '-0

1/8" / 1'-0"

/8

1/8" / 1'-0"

1/4" / 1'-0"

1/4" / 1'-0"

/8

1/4" / 1'-0"

/4

/4

1/4" / 1'-0"

/4

1/8" / 1'-0"

V

IF

A.1 B.1

1.B

1.F

G.1

AE501

SIM

1/4" / 1'-0"

AE501

SIM

VT

VT

AE501

SIM

AE501

SIM

AE501

SIM

AE501

SIM

AE501

SIM

AE301

/4

1/4" / 1'-0"

L O

W E

R

U P

P

U P

P

L O

W E

R

/8

/8

AE301

AE301

Sim

AE301

Sim

AE301

Sim

AE301

Sim

AE301

Sim

1/4" / 1'-0"1/4" / 1'-0"

/8

/8

" / 1 ' -0

AE501

/8

" 1

/8 " / 1

'-0

5 5

EXISTING COOLING

TOWER

WALKWAY

SYSTEM - TYP

H

IG

H P

O

IN

T

HIGH POINT

H

IG

H P

O

IN

T

HIGH POINT

V A

LLE

Y S

LO

P E

HIGH POINT

V A

LL

E Y

S

LO

P E

V A

LLE

Y S

LO

P E

V A

LL

E

YS

LO

P E

H

IG

H P

O

IN

T

HIGH POINTHIGH POINT

H

IG

H P

O

IN

T H

IG

H

P O

IN

T

HIGH POINT HIGH POINT

H

IG

H P

O

IN

T

VALLEY

SLO

PE

H

IG

H P

O

IN

T

H

IG

H P

O

IN

T

V A

LL

E

YS

LO

P E

VALLEY

SLOPE

V A

LLE

Y S

LO

P

EV

A

LL

E

YS

LO

P E

V A

LL

E

Y

S

LO

P E

VALLEY

SLOPE

V A

LL

E

YS

LO

P E

V A

LLE

Y S

LO

P E

VALLEY

SLOPE

V A

LL

E Y

S

LO

P E

VALLEY

SLO

PE

ANTENNAE

SECTOR B

ANTENNAE

SECTOR C

ANTENNAE

SECTOR D

ANTENNAE

SECTOR A

VALLE

Y

S

LO

P E

V A

LLE

Y S

LO

P E

EXISTING STEEL

4'0 8' 16'

AE501

TYP

1/8" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"

ALT- 1

AE301

AE301

"3

"3 "3

"3 "3

"3 "3

"3 "3

"3 "3

"3 "3

"3

2" 2"

NOTE:

1. INSULATION TO BE CUT TO ALLOW FOR ANY TRANSITION OR CHANGE IN THE SLOPE OF THE

ROOF SURFACE. TYPICAL IN ALL LOCATIONS.

2. 4' X 4' EXTRUDED POLYSTYRENE INSULATION BOARD AND 4' X 4' ROOFING COVER BOARD.

3. EACH SUCCESSIVE LAYER OF INSULATION AND CORNER BOARD ARE TO HAVE THEIR JOINTS

STAGGERED.

4. ADHESIVE PATTERN SHOWN IS SCHEMATIC IN NATURE. MANUFACTURER AND INSTALLER TO

SELECT PROPER ADHESIVE PATTERNS BASED ON DESIGN WIND LOADS.

5. DESIGN WIND UPLIFT: CATWALK: 131 LBF/SQ. FT.

6. DESIGN WIND UPLIFT: UPPER ROOF: 118 LBF/SQ. FT.

7. DESIGN WIND UPLIFT: MECH. PENTHOUSE: 76 LBF/SQ. FT.

OFFSET INSULATION

AND COVERBOARDS

O F

F S

E T

OFFSET

2' - 0"

FOAM

ADHESIVE

0 1' 2' 4'

Zone 1

Zone 2

Zone 3

Upper Flat roof

1. Zone 1 (Roof Area Field): 47 lbf/sq. ft.

2. Zone 2 (Roof Area Perimeter): 79 lbf/sq. ft.

3. Zone 3 (Roof Area Corners): 118 lbf/sq. ft.

A. Zone width “a” = 10’-0”

Catwalk

1. Zone 1 (Roof Area Field): 44 lbf/sq. ft.

2. Zone 2 (Roof Area Perimeter): 68 lbf/sq. ft.

3. Zone 3 (Roof Area Corners): 131 lbf/sq. ft.

A. Zone width “a” = 3’-0”

OPEN TO BELOW

NOTE:

LOWER ROOF LEVEL DATUM: 126'-10" VARIES

UPPER ROOF LEVEL DATUM: 148'-0" VARIES

ELEVATOR PENTHOUSE DATUM: 126' 10" VERIES

WALKING PAD (SPACE PER

MFR RECOMMENDATION TO

ALLOW FOR PROPER

DRAINAGE)

ROOF DRAINROOF EQUIPMENT RD ROOF DRAIN, REFER

TO PLUMB DRAWINGS

HIGH

LOW

VENTS ROOF EQUIPMENT ROOF DRAIN

ROOF ZONE AREAS

LOWER ROOFS

ROOF ZONE A1 = 2,150 SQ. FT.

ROOF ZONE A2 = 983 SQ. FT.

UPPER ROOFS

ROOF ZONE B1 = 15,531 SQ. FT.

ROOF ZONE B2 = 1,120 SQ. FT.

ROOF ZONE B3 = 565 SQ. FT.

TOTAL ROOF ZONE AREAS =

20,349 SQ. FT.

ALL AREA CALCULATIONS ARE

APPROXIMATE.

ROOF ZONE B2

ROOF ZONE B3

(CATWALK)

ROOF ZONE B1 ROOF ZONE B1

OPEN TO BELOW

FULLY ADHERED WHITE TPO MEMBRANE SYSTEM

REFER TO SPECIFICATIONS FOR THICKNESS AND OTHER

INFORMATION

1/2" ROOFING COVER BOARD

4” MIN. OF EXTRUDED POLYSTYRENE (XPS)

INSULATION. TYPICAL UNLESS NOTED OTHERWISE.

6" XPS INSULATION AT ROOF ELEVATOR

PENTHOUSE AS SHOWN ON DETAIL 8/AE-301

TORCH DOWN VAPOR RETARDER ON DECK AND

EXTEND UP VERTICAL PARAPET WALL - TYP.

PATCH ALL HOLES IN EXISTING ROOF STRUCTURE

TO MATCH EXISTING ADJACENT

LAP DIMENSIONS TO COMPLY WITH MFR

HOT AIR WELD TO COMPLY WITH

MANUFACTURER REQUIREMENTS

NOTE:

APPROXIMATELY 1/8" (3mm) DIAMETER BEAD OF CUT-EDGE SEALANT

IS REQUIRED ON CUT EDGES OF SURE- WELD REINFORCED

MEMBRANE

X P

S

3" MIN

0 6" 1'3"

FULLY ADHERED WHITE TPO MEMBRANE SYSTEM

REFER TO SPECIFICATIONS FOR THICKNESS AND

OTHER INFORMATION

1/2" ROOFING COVER BOARD

4” MIN. OF EXTRUDED POLYSTYRENE (XPS)

INSULATION (R-15 MIN). TYPICAL UNLESS

NOTED OTHERWISE. 6" XPS INSULATION AT

ROOF ELEVATOR PENTHOUSE AS SHOWN ON

DETAIL 8/AE-301

TORCH DOWN VAPOR RETARDER ON DECK AND

EXTEND UP VERTICAL PARAPET WALL - TYP.

PATCH ALL HOLES IN EXISTING ROOF

STRUCTURE TO MATCH EXISTING ADJACENT

X P

S

0 6" 1'3"

NKB

N. .______________________________________________________

ARCHITECTURE & ENGINEERING, PC..

K BHANDARI

RENOVATION

SHEET SIZE: 34 X 44

DRAWING NO.

CHECKED BY

DRAWN BY

FLOOR NO.

FILE NAME

DRAWING TITLE

SUB. DATE

SUBMISSION

GSA PM

PROJECT NO.

PROJECT

DESCRIPTION

PROJECT

TITLE

FACILITY CODE

OTHER

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

STREET

NAME

CONSTR. FIRM

SUB A/E

PRIME A/E

A/E CON. NO.

D R

A W

IN

G

P R

O J E

C T

B U

IL

D

IN

G

C O

N T

R A

C T

O R

S G

R A

P

A L

E R

E V

IS

IO

N N

O T

E S

C E

R T

IF

IC

A T

IO

N

S

MARK DATE DESCRIPTION

SHEET OF

NK BHANDARI ARCHITECTURE

C&S ENGINEERS

GS-07-P-16-UC-D-7008

K E

Y P

L A

N

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

DATE:

1 2 3 4 5 6

E

D

C

B

A

1 2 3 4 5 6

SUB A/E

CONSTR. CON. -

NYS EDUCATION LAW, SECTION 7209 AND 69.5(B)

PROHIBITS ANY PERSON TO ALTER THESE DRAWINGS

OTHER THAN A LICENSED ARCHITECT OR THE DESIGN

ENGINEER. INFORMATION ON THESE DRAWINGS IS

FOR GSA ONLY, AND CAN BE UTILIZED BY GSA AS THEY

DEEM NECESSARY.

COPYRIGHT 2019

N. K. BHANDARI, ARCHITECTURE & ENGINEERING, P.C.

1005 W. Fayette Street, Suite 500 Syracuse, NY 13204

Phone Fax www.nkbpc.com

315.428.1177 315.428.9822

N/A

499 Col. Eileen Collins Blvd Syracuse, NY 13212

Phone www.cscos.com

315.455.2000

GENERAL SERVICES ADMINISTRATION

1 CLINTON SQUARE

ALBANY, NY 12207

AB

C D

UPPER ROOF

LOWER ROOF

ELEVATOR

PENTHOUSE

/1

/2

:2 :0

P

M

CONSTRUCTION - ROOF PLAN

O'BRIEN…