HAAW179035_Arch_ADDENDUM-001.pdf

DN

DN

151 152

154155

FIXED GCS

177A

168A

177D 148A

149A

177C

177B

DA25

DA04

DA02

DA01

DA01

DA06

DA11DA11

165DA15

DA13

DA14

28' - 6"

DA05.1

DA05.1

DA26

44' - 6" +\-

37' - 7" +\-

36' - 4" +\-

OUTLINE OF ADDITION

EXISTING CONDITIONS SHOWN ON DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND DO NOT SHOW ALL CONDITIONS THAT MAY AFFECT THE WORK OF THIS CONTRACT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. REFER TO ALL ARCHITECTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION AND COORDINATION.

FIELD VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY WORK. ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES DETRIMENTAL TO THE PROPER EXECUTION OF NEW CONSTRUCTION.

ALL DEMOLITION WORK SHALL COMPLY WITH APPLICABLE BUILDING CODE AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, ORDINANCES, AND REGULATIONS. SEE CODE SUMMARY SHEET FOR

APPLICABLE BUILDING CODE.

REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE DRAWINGS. PROTECT ALL OTHER

EXISTING STRUCTURES ON ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION.

SHOULD ANY DAMAGE OCCUR TO ANY EXISTING CONSTRUCTION ON ADJACENT PROPERTIES OR EXISTING CONSTRUCTION TO REMAIN ON SITE, THE CONTRACTOR SHALL REPAIR THE DAMAGE TO THE SATISFACTION

OF THE PROPERTY CONTRACTING OFFICER.

CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION NOTED TO REMAIN FROM DAMAGE AND SOILING DURING DEMOLITION. REMOVE DEBRIS REGULARLY AS NECESSARY TO ELIMINATE INTERFERENCE.

EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE CONTRACTING OFFICER’S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR’S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT

THE CONTRACTOR’S OPTION.

PROTECT ALL ADJACENT AREAS FROM THE DEMOLITION. REPAIR OR REPLACE, AT NO COST TO THE

CONTRACTING OFFICER, ALL AREAS OR ITEMS DAMAGED DURING THE DEMOLITION.

WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, DETERMINE THE NATURE AND EXTENT OF THE

CONFLICT AND NOTIFY THE ARCHITECT IMMEDIATELY FOR RESOLUTION.

IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY

NOTIFY SUPERINTENDENT AND CONTRACTING OFFICER. CONTRACTING OFFICER WILL REMOVE

HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT.

THIS DEMOLITION PLAN OUTLINES THE SCOPE OF THE WORK INVOLVED FOR THE DEMOLITION PHASE OF THIS PROJECT. CONTRACTOR SHALL ALSO REFER TO THE DRAWINGS FOR THE CONSTRUCTION OF THE NEW ADDITION. EXTENT OF DEMOLITION TO BE COORDINATE WITH OTHER DISCIPLINES AND OTHER

COMPANION PROJECT TO REPAIR SQUAD OPS BUILDING REFER TO PHASING PLANS.

ALL WORK MUST BE COORDINATED WITH THE CONTRACTING OFFICER WITH REGARD TO SCHEDULE AND DISRUPTION OF BUSINESS OPERATIONS. SCIF OPERATIONS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ALL SCIF RELATED CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH CONTRACTING

OFFICER.

ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE OTHER WORK OF THIS PROJECT AS OUTLINED IN THE DOCUMENTS. ANY DISCREPANCIES NOTED WHICH WILL IMPACT THE SCHEDULE FOR CONSTRUCTION OR HAVE AN EFFECT ON THE CONTINUED OPERATION OF BUSINESS AT THIS FACILITY SHALL BE BROUGHT

TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR RESOLUTION.

DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS

ACCEPTABLE TO GOVERNING AUTHORITIES.

PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE

AND DAMAGE TO ADJACENT BUILDING AREAS TO REMAIN.

GENERAL FLOOR PLAN DEMOLITION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

EXISTING DOOR TO REMAIN

DOOR TO BE REMOVED

EXISTING WALL TO REMAIN

WALL TO BE REMOVED

DEMOLITION / EXISTING PLAN LEGEND

ICD705 PERIMETER DURING

CONSTRUCTION

EXTENT OF DEMOLITION KEYNOTE DA05

DEMOLITION KEY NOTE?DA

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

CONSTRUCT REAPER OPERATIONS

CENTER BUILDING 643

HAAW179035

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

BMCD LICENSE NO 000165

103179

G

/1

/2

:5

:5

P

M

Proj. No._A_CENTRAL

R-AD010

OVERALL DEMOLITION PLAN

10/23/17

B. BAKAS B. BAKAS

V. VYAS

OVERALL DEMOLITION PLAN

NORTH

SCALE IN FEET

0 8' 16' 24'

DEMOLITION KEY NOTE LEGEND

KEY NOTE NO. DESCRIPTION

DA01 REMOVE EXISTING DOOR AND FRAME AND ASSOCIATED

HARDWARE.

DA02 EXISTING CAGED ROOF ACCESS LADDER TO REMAIN.

DA04 SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE

SLAB-ON-GRADE AS REQUIRED TO PROVIDE NEW DEPRESSED

SLAB FOR RAISED FLOORING AT HATCHED AREA, REFER

STRUCT. DWGS.

DA05.1 ALL UTILITIES ON WALL SHALL BE TERMINATED AT FACE OF

WALL AND TERMINATED PER ELECTRICAL DRAWINGS. PREPARE

SURFACE FOR INSTALL OF NEW LAYER OF GYP. BD. LINE

INTERIOR OF ANY ABANDONED ELECTRICAL BOXES WITH

ACOUSTICAL PUTTY AND FILL WITH SOUND ATTENUATION BATT

DA06 REMOVE OVERHEAD SECTIONAL DOOR AND ALL ASSOCIATED

COMPONENTS.

DA11 REMOVE EXISTING MECHANICAL EQUIPMENT AND ALL

ASSOCIATED COMPONENTS INCLUDING CONCRETE

FOUNDATIONS AND STEEL SUPPORTS, REFER MECH. DWGS.

DA13 SAWCUT AND REMOVE PORTION OF EXISTING EXTERIOR

SLAB-ON-GRADE TO ACCOMMODATE THE PROPOSED BUILDING

ADDITION, CRUSH AND USE AS FILL, REFER CIVIL.

DA14 REMOVE LANDSCAPING STONE AND ASSOCIATED

COMPONENTS AS REQUIRED TO ACCOMMODATE NEW

ADDITION.

DA15 EXISTING MOBILE GCS TO BE REMOVED BY GOVERNMENT

PRIOR TO START OF CONSTRUCTION.

DA25 REMOVE EXISTING EXTERIOR WALL IN ITS ENTIRETY. REFER TO

STRUCTURAL DRAWINGS FOR EXTENT OF STRUCTURAL STEEL

DEMOLITION. EXTERIOR WALL IS 6" PRECAST PANEL THAT

SPANS FLOOR TO ROOF. AT INSIDE FACE OF PRECAST A METAL

STUD WALL WITH 1 LAYER OF GYP. BD.

DA26 REMOVE EXISTING EXTERIOR PRECAST PANEL.

A 12/15/17 VV BB TYPE A-1 SUBMITTAL

B 06/04/18 VV BB TYPE A-2 SUBMITTAL

C 01/18/19 VV BB TYPE B-1 SUBMITTAL

D 05/20/19 VV BB TYPE B-2 SUBMITTAL

E 07/26/19 VV BB TYPE B-2 SUBMITTAL TO NGB

F 12/09/19 VV BB TYPE B-3 SUBMITTAL

G 2/20/20 VV BB ADDENDUM 001

G

G

BBCCDDEE

15.2

13.1

11.5

9.9

R-A-301

R-A-301

R-A-201

R-A-301

164A 164B

181A

184182180B 180A

180C

181B

FIXED GCS

OPEN OFFICE

SERVER ROOM

REAPER

OPERATIONS

CENTER

RESTROOM

MAINTENANCE

P A

S S

A G

E

S C

IF

C

O R

R

ID

O R

GCS MX

COMM RM #2

ELEC ROOM

16611.4

9.4

6.2

3.7

BB.5DD.7FF

A09

A22

A08

A07

A02

A06.1

A06.1

28' - 5 1/2" 7' - 11 1/4" +\-

A12

A08

101' - 0"

A09

100' - 0"

100' - 0"

100' - 6"

100' - 6"

1' - 4" 22' - 8" 1' - 4" 30' - 9" 1' - 4"

57' - 5"

/2

/2

/2

18' - 7 1/4"

10' - 4 3/4"

/2

UP

/4

/4

A03

UP

23' - 6 3/4"

R-A-301

R-A-301

R-A-301

180D

A35

A35

F1CB

S4AA

H3AA

S4AA

S4AA

S4AA

S4AA

F1CB

A44

1' - 6"

R-A-312

R-A-451

2' - 0"

2' - 0"

/2

R-A-451

R-A-451

R-A-451

W

FIXED GCS

A43

A43

A43

A43

ICD-705

IC

D

-7

IC

D

-7

ICD-705

A45

A45

A45

A45

10' - 7 1/4"

A39

5' - 4" +\-

ICD-705 PERIMETER

PHASE 2

RE: R-G-003

100' - 0"

100' - 0"

/4

S4AA

8' - 7 1/2"

S4AA

S2AB

W

CG

CG

EXISTING ROOF TO REMAIN

1/2" / 1'-0" 1/2" / 1'-0"

A26

A33A27

A27

A28

A28

A28

A28

A27

A27

A39

A39

A39

A39A39

A39A39

A33

A33

A46

A46

A48

A48

4' - 0"

A48

A48

R-A-451

EXIST. ROOF SLOPE

TO EXIST. ROOF DRAIN

A52

R-A-571

R-A-571

R-A-352 A56

A56

A56

A56

A56

A56

A56

A56

A56

TWO LAYERS 5/8" GYP BD. SHEATHING

ROOF CONSTRUCTION

VAPOR RETARDER

RIGID BOARD INSULATION (R-35)

GYP BD SHEATHING COVER BOARD

FULLY ADHERED PVC ROOF MEMBRANE

EXISTING DOOR

NEW DOOR

EXISTING WALL

NEW WALL (RE: PARTITION TYPE)

PLAN LEGEND:

ROOM NAME

ROOM NUMBER

PARTITION TYPE

DOOR NUMBER

ROOM NAME

S2AA

A01 KEYNOTE

GENERAL FLOOR PLAN NOTES:

1.

2.

FOR ARCHITECTURAL FLOOR PLAN GENERAL NOTES REFER TO SHEET

S-A-010.

AT LOCATIONS OF REMOVED MECHANICAL EQUIPMENT OR DUCTWORK

PATCH ROOF TO MATCH EXISTING. VERIFY LOCATIONS AND SIZES OF

OPENINGS TO BE PATCHED IN FIELD. PROVIDE RIGID INSULATION AND

PVC ROOF MEMBRANE ABOVE NEW ROOF DECK TO MATCH AND ALIGN

WITH EXISTING ROOF MEMBRANE. UTILIZE

date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

CONSTRUCT REAPER OPERATIONS

CENTER BUILDING 643

HAAW179035

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

BMCD LICENSE NO 000165

103179

G

/1

/2

:3

:2

P

M

Proj. No._A_CENTRAL

R-A-101

ADDITION FLOOR PLAN AND ROOF PLAN

04/12/18

B. BAKAS B. BAKAS

V. VYAS

R-A-010

1FLOOR PLAN

R-A-201

2ROOF PLAN

NEW WORK KEY NOTE LEGEND

KEY NOTE NO. DESCRIPTION

A02 8" HIGH STRINGERLESS RAISED FLOOR (AF-2) ON

DEPRESSED CONCRETE SLAB.

A03 INFILL OPENING DUE TO DOOR REMOVAL WITH METAL

STUD PARTITION WALL TO MATCH S4AA. WALL WILL BE

PART OF ICD-705 PERIMETER.

A06.1 NEW LAYER OF 5/8" FOIL FACED GYPSUM BOARD PANEL

FASTENED TO EXISTING GYPSUM BOARD, EXTEND TO

UNDERSIDE OF ROOF DECK TO ACHIEVE STC 50 RATING.

SEAL ALL EDGES, SEAMS AND PENETRATIONS WITH

ACOUSTICAL SEALANT. PAINT GYPSUM BOARD ALL THE

WAY UP TO DECK. REMOUNT UTILITIES @ SCIF

PERIMETER.

A07 INFILL EXTERIOR PRE-CAST WALL ON METAL STUD

BACKUP AS REQUIRED. EXTERIOR WALL TO MATCH

ADJACENT EXISTING WALL.

A08 BUILDING EXPANSION JOINT.

A09 RIGID GRID ACCESS FLOOR SYSTEM (AF-1) ON

DEPRESSED SLAB. REFER TO SHEET A-531 FOR DETAILS.

A12 ENTRY ENCLOSURE FOR VISUAL SCREENING. SEE DETAILS

ON R-A-411.

A22 FLAT SCREEN DISPLAY ARRAY (2-TIER).

A26 MODIFY EXISTING ROOF SYSTEM AS REQUIRED TO

INSTALL NEW 2 INCH ROOF EXPANSION JOINT (EJ-2) AND

2-PIECE METAL FLASHING. MAINTAIN EXISTING ROOF

WARRANTY.

A27 TAPERED INSULATION

A28 THRU WALL SCUPPER CONNECTED TO DOWNSPOUT WITH

CONDUCTOR BOX.

A33 PVC ROOF MEMBRANE SYSTEM. REFER TO ROOF TYPE

DETAIL.

A35 PERFORATED FLOOR TILES.

A39 MECHANICAL EQUIP. RE: MECHANICAL

A43 24" CAST IRON DOWNSPOUT BOOT. CONNECT TO

UNDERGROUND STORM PIPING. RE: DETAIL AND CIVIL

DRAWINGS.

A44 PROVIDE AND INSTALL FALL PROTECTION DEVICE TO

EXISTING LADDER.

A45 COMMUNICATIONS EQUIPMENT. RE: COMM

A46 FIXED METAL LADDER

A48 DE-ICING SYSTEM AT SCUPPER AND DOWNSPOUT. SEE

ELECTRICAL DRAWINGS.

A52 ROOF WALKWAY PADS TO AND AROUND ROOF TOP UNITS

(TYPICAL).

A53 REFRIGERANT PIPING RE: MECHANICAL

A56 FALL RESTRAINT ANCHOR POST @ 30'-0" O.C. MAX.

ATTACHED TO ROOF DECK. REFER TO DETAIL 6/R-A-571

SCALE IN FEET

0 4' 8' 16'

SCALE IN FEET

0 4' 8' 16'NORTH NORTH

ROOF TYPE SCHEDULE

R-A-010

B 06/04/18 VV BB TYPE A-2 SUBMITTAL

C 01/18/19 VV BB TYPE B-1 SUBMITTAL

D 05/20/19 VV BB TYPE B-2 SUBMITTAL

E 07/26/19 VV BB TYPE B-2 SUBMITTAL TO NGB

F 12/09/19 VV BB TYPE B-3 SUBMITTAL

G 2/20/20 VV BB ADDENDUM 001

G