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E209

12035

12039

12747

12061

BUS

13/13A

12059

11046

E7

12042

12063

12036

12049

HUT3

11047

975c

11112

E8

T417

85-T

E552

12041

11061

12043

12038

M

E

O

R

I A

L

T

N

S

D

"C" AV

G

B

V

H

P

K

C

J

W

X

GEORGIA AV

F

VAN MATRE AV

PERIMETER RD

"B" AV

Y

CHOCTAWHATCHEE RD

VAN MATRE AV

"D" AV

MCCARTHY AV

GEORGIA AV

"F" AV

"F " A

"B" AV

TENTH ST

"D" AV

IE

IN

U

CHEROKEE AV

FLORIDA AVE

MISSISSIPPI AVE

MICHIGAN AVE

TENNESSEE AVE

VIRGINIA AVE

GEORGIA AVE

LOUISIANA AVE

D A

SUWANEE

EGLIN RD

AutoCAD SHX Text

96 CEG, OFFICE FORM 002, FY2013

VICINITY MAP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

DATE

REVISION

BY

APPR'D

INDEX OF DRAWINGS

TITLE

PROJ. ENGR.

DRAWN BY

SHEET OF

DEPUTY BASE CIVIL ENGINEER

96 CEG/CEN

APPROVED

SCALE

SPEC. NO.

PROJ. NO.

DRAWING NO.

FILE NO.

USING AGENCY

COMMUNICATIONS

MAINTENANCE ENGINEERING

FIRE PROTECTION ENGR.

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

SIGNATURE

AS-BUILT

CONTENTS

FTFA

DESCRIPTION

PETERSON ENGINEERING INC.

(PROF. ENG. #: 3600)

75 SOUTH "F" STREET

PENSACOLA, FLORIDA 32502

(850) 434-0513

P.E.I. JOB# 15042

AS SHOWN

10 MARCH 2016

RENOVATE

BUILDING 421, AFRL

14AK

14-1128

TITLE, VICINITY MAP, LOCATION MAP

AND INDEX OF DRAWINGS

No. 34088

STATE OF

G-001

DE FUNIAK SPRINGS

US 331

C-62

C-6

EGLIN MAIN

FORT WALTON BCH

A-73

A-78

FLD-9

NAVY

FLD-7

FLD-10

FL 87

A-77

FLD-2

VICINITY OF WORK

FLD-1

DE FUNIAK SPRINGS

US 331

C-62

C-6

FL 285

C-52

C-72

FLD-8

US 98

D-51

C-64

CRESTVIEW

INTERSTATE 10

FLD-3

FL 85

FLD-5

FLD-4

FLD-6

B-75

B-70

B-71

EGLIN MAIN

FORT WALTON BCH

A-73

A-78

FLD-9

FLD-7

FLD-10

FL 87

A-77

FLD-2

VICINITY OF WORK

RENOVATE BUILDING 421, AFRL

SCALE: 1" = 1000'-0"

%%UEGLIN MAIN

AREA OF

WORK

INDEX #

G-001

TITLE, VICINITY MAP, LOCATION MAP AND INDEX OF DRAWINGS

LS-101

FIRST FLOOR PLAN - LIFE SAFETY

LS-102

SECOND FLOOR PLAN - LIFE SAFETY

C-501

CIVIL DETAILS

AD-102

SECOND FLOOR PLAN - EXISTING CONDITIONS/DEMOLITION

AD-201

A-110

A-111

A-601

DOOR SCHEDULES AND DOOR TYPES

I-101

FIRST FLOOR PLAN - NOTIONAL FURNISHINGS

I-102

I-601

FINISH SCHEDULE, LEGEND AND NOTES

FP-1

FIRE PROTECTION FIRST FLOOR PLAN

FP-2

FIRE PROTECTION SECOND FLOOR PLAN

FP-3

FIRE PROTECTION SITE PLAN

P-1

PLUMBING LEGEND, SCHEDULES & DETAILS

P-2

NORTH & SOUTH SIDE - PLUMBING PLANS - DEMOLITION

P-3

SOUTH SIDE - PLUMBING PLAN - DEMOLITION

P-4

NORTH SIDE - PLUMBING PLANS - NEW WORK - WATER

P-5

NORTH SIDE - PLUMBING PLANS - NEW WORK - WASTE & VENT

P-6

SOUTH SIDE - PLUMBING PLANS - NEW WORK - WATER

P-7

SOUTH SIDE - PLUMBING PLANS - NEW WORK - WASTE & VENT

M-1

MECHANICAL FIRST FLOOR FLOOR PLAN - DEMOLITION

M-3

M-4

EXTERIOR ELEVATIONS - EXISTING CONDITIONS/DEMOLITION

A-101

FIRST FLOOR PLAN - NEW WORK

A-102

SECOND FLOOR PLAN - DIMENSIONAL

FIRST FLOOR PLAN - REFLECTED CEILING

SECOND FLOOR PLAN - REFLECTED CEILING

SECOND FLOOR PLAN - NOTIONAL FURNISHINGS

M-2

MECHANICAL SECOND FLOOR FLOOR PLAN - DEMOLITION

MECHANICAL FIRST FLOOR FLOOR PLAN - NEW WORK

MECHANICAL SECOND FLOOR FLOOR PLAN - NEW WORK

M-5

MECHANICAL FIRST FLOOR FLOOR - PIPING PLAN

M-7

M-8

M-6

MECHANICAL SECOND FLOOR FLOOR - PIPING PLAN

MECHANICAL DETAILS

M-9

MECHANICAL SCHEDULES

MECHANICAL NOTES, LEGEND

P-8

NORTH SIDE - PLUMBING RISER DIAGRAMS

P-9

SOUTH SIDE - PLUMBING RISER DIAGRAMS

FP-4

FP-5

FP-6

FP-7

FP-8

FP-9

FIRE PROTECTION - NOTES AND LEGEND

FIRE PROTECTION - SITE PLAN

FIRE RISER DETAILS

FIRE PROTECTION SECTIONS

FIRE PROTECTION DETAILS

FIRE PROTECTION HANDHOLE DETAILS

A-103

A-104

FIRST FLOOR PLAN - DIMENSIONAL

SECOND FLOOR PLAN - NEW WORK

A-301

A-401

A-450

TRANSVERSAL BUILDING SECTION AND CANOPY DETAILS

ENLARGED TOILET ROOM PLANS AND ELEVATIONS

CABINET SECTIONS AND ELEVATIONS

E-1

E-2

E-3

E-4

E-5

E-6

E-7

E-8

ELECTRICAL PLAN - 2ND FLOOR - NEW WORK - AUXILIARY SYSTEMS

ELECTRICAL PLAN - HANGAR - NEW WORK - AUXILIARY SYSTEMS

E-9

T-001

T-100

T-101

T-200

T-201

T-300

T-301

T-400

TELECOM LEGEND AND NOTES

NEW WORK 1st FLOOR TELECOM PLAN

NEW WORK 2nd FLOOR TELECOM PLAN

TELECOM DETAILS

TELECOM DETAILS

VOICE SYSTEM SINGLE LINE DIAGRAM & NOTES

DATA SYSTEM SINGLE LINE DIAGRAM & NOTES

ENLARGED TELECOMMUNICATIONS ROOM PLANS

E-10

E-11

ELECTRICAL PLAN - 1ST FLOOR - NEW WORK - CABLE TRAY

E-12

FIRE ALARM & MASS NOTIFICATION SYSTEM RISER DIAGRAM

E-13

ELECTRICAL ROOF PLAN

E-14

LIGHTNING PROTECTION SYSTEM DETAILS

E-15

SINGLE LINE DIAGRAM

E-16

E-17

E-18

PANELBOARD SCHEDULES

E-19

A-201

EXTERIOR ELEVATIONS - EXISTING CONDITIONS/NEW WORK

A-310

WALL SECTIONS

S-1

GENERAL NOTES

S-2

STRUCTURAL PLANS

S-3

S-4

S-5

S-6

STRUCTURAL FRAME ELEVATIONS

S-7

STRUCTURAL SECTIONS AND DETAILS

S-8

STRUCTURAL SECTIONS AND FRAME ELEVATIONS

S-9

STRUCTURAL SECTIONS AND FRAME ELEVATIONS

ELECTRICAL PLAN - 1ST FLOOR - DEMOLITION

ELECTRICAL LEGEND - NEW WORK

ELECTRICAL PLAN - 1ST FLOOR - NEW WORK - LIGHTING

ELECTRICAL PLAN - 2ND FLOOR - DEMOLITION

ELECTRICAL PLAN - 2ND FLOOR - NEW WORK - LIGHTING

ELECTRICAL PLAN - 1ST FLOOR - NEW WORK - POWER

ELECTRICAL PLAN - 2ND FLOOR - NEW WORK - POWER

ELECTRICAL PLAN - 1ST FLOOR - NEW WORK - AUXILIARY SYSTEMS

M-10

MECHANICAL SEQUENCE OF OPERATIONS AND CONTROLS

ELECTRICAL PLAN - HANGAR - DEMOLITION

AD-101

T-500

RACK ELEVATIONS

FIRST FLOOR PLAN - EXISTING CONDITIONS/DEMOLITION

2016-04-04T15:12:28-0500

CARRICO.STEPHEN.P.1104609844

2016-04-04T15:23:38-0500

MILEY.JOHN.K.1114537140

2016-04-06T08:45:34-0500

BENNETT.CRAIG.R.1061792798

2016-04-13T11:50:58-0500

BROWN.RUSSELL.A.1230011881

2016-04-25T12:29:45-0500

AUSTIN.BILLY.L.1110611737

2016-06-09T13:19:19-0500

PINTO.JAIME.KRISTIN.1103770072

2016-06-13T08:58:14-0500

FERNANDEZ.MICHAEL.J.1230018720

2016-06-14T07:57:31-0500

CRUZ.PABLO.J.1182531045

2016-06-21T07:36:49-0500

BLALOCK.STEPHEN.D.1103123000

2016-06-21T08:01:56-0500

ROBEEN.DANIEL.B.1230040679

2016-06-21T08:37:30-0500

SCHLUETER.MARK.A.1136656933

C-501

JSV

SCJ

CIVIL DETAILS

EXPANSION CAP DETAIL

N.T.S.

2"

3"

EXPANSION CAP, SLIP FIT.

OIL THIS END OF DOWEL.

1" DOWEL

%%UEXPANSION JOINT AT EXISTING

%%UPAVEMENT - DETAIL A

EPOXY COATED 1" BAR DOWEL, 16" LONG @ 18" O.C.

SEE EXPANSION JOINT DETAIL

DRILL 8" X 1-1/4"

HOLES @ 12" O.C.

INTO EXISTING PAVEMENT. EPOXY

GROUT DOWELS IN PLACE.

6"

EXISTING

CONCRETE

PAVEMENT

PROPOSED

CONCRETE

12"

6"

12" CONCRETE, MIN. 4000

PSI FLEXURAL STRENGTH,

28 DAY PCC.

6" STABILIZED SUBGRADE SHALL BE

COMPACTED T0 98%%% OF THE MODIFIED

PROCTOR MAXIMUM DENSITY.

12"

EXPANSION CAP, SLIP FIT.

SEE EXPANSION CAP DETAIL.

(3) #3 REBAR - 18" DIAMETER

#4 BARS VERTICAL

#4 REBAR.

5'

MATCH EXISTING MIN. 6"

4000 PSI CONCRETE, 28

DAY PCC.

6" STABLIZED SUBGRADE SHALL BE

COMPACTED T0 98%%% OF THE MODIFIED

PROCTOR MAXIMUM DENSITY.

%%UCONCRETE PAVEMENT DETAIL

EXISTING CONCRETE

EXPANSION JOINT.

SEE DETAIL.

EXISTING CONCRETE

EXPANSION JOINT.

SEE DETAIL.

3/4"

3/4"

1-1/2"

PAVEMENT SURFACE

JOINT SEALER

PER ASTM D 5893

BACKER MATERIAL

PER ASTM D 5249

PRE-FORMED JOINT FILLER

PER ASTM D 1751

EXPANSION JOINT DETAIL

%%UNOTES:

1. TOP OF SEALANT SHALL BE 1/8" BELOW TOP OF PAVEMENT.

2. PRIOR TO SEALANT APPLICATION THOROUGHLY CLEAN JOINT.

%%UTYPICAL PAVEMENT SECTION

NTS

PETERSON

No. 34088

STATE OF

S-1

LEGEND:

INDICATE 1-HOUR RATED WALL

PRIMARY EGRESS / CAPACITY

WALL MOUNTED EXIT LIGHT

INDICATES TRAVEL DISTANCE TO EXIT.

49'

CEILING MOUNTED EXIT LIGHT

GREATEST COMMON PATH OF TRAVEL (75' MAX)

UP

UPUP

FEC

FIRE EXTINGUISHER CABINET

(SEMI-RECESSED; MOUNT TOP @ 48"

AFF.).

132'

55'

NFPA 101, 2015 EDITION

OCCUPANT LOAD PER NFPA CHAPTER 7, TABLE 7.3.1.2:

BUSINESS: ONE (1) PERSON PER 100 S.F.

16,100 S.F. = 161 OCC.

TOTAL = 161 OCCUPANTS MAXIMUM ALLOWED

CLASSIFICATION OF OCCUPANCY: BUSINESS (B)

NFPA 101 CHAPTER12 & CHAPTER 38

HAZARD OF CONTENTS: ORDINARY HAZARD NFPA 101 6.2.2.3

NO SPECIAL MINIMUM CONSTRUCTION REQUIREMENTS NFPA 101 CHAPTER 38, PARA. 38.1.6

LIFE SAFETY ANALYSIS

NFPA 101 (2015 EDITION) 1-5 ASSUMPTION:

THE PROTECTION METHOD ASSUMES A SINGLE FIRE SOURCE.

IBC (2015) OCCUPANCY CLASSIFICATION:

TYPE IIB, NON-COMBUSTIBLE CONSTRUCTION.

ALLOWABLE HEIGHT AND AREA (TABLE 503):

GROUP B: TYPE IIB ALLOWABLE HEIGHT: 4 STORIES;

GROUP B: TYPE IIB ALLOWABLE AREA: 23,000 SF/FLOOR

ACTUAL PROJECT GROSS SQUARE FOOTAGE:

IST FLOOR: 8,050 GSF

BUILDING IS NOT FULLY SPRINKLERED

FIRE EXTINGUISHER CABINETS ARE LOCATED SUCH

THAT TRAVEL DISTANCE TO A FIRE EXTINGUISHER

FROM ANY POINT IN THE BUILDING DOES NOT

EXCEED 75 FEET.

TRAVEL DISTANCE:

COMMON PATH OF TRAVEL SHALL NOT EXCEED 75 FEET IN A BUILDING NOT

PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC FIRE

SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1).

NFPA 101 38.2.5.3.1.

TRAVEL DISTANCE TO AN EXIT SHALL NOT EXCEED 200 FEET IN A BUSINESS

OCCUPANCY NOT PROTECTED THROUGHOUT BY A SUPERVISED FIRE SPRINKLER

SYSTEM IN ACCORDANCE WITH SECTION 9.7

NFPA38.2.6.3

NFPA 101, TABLE 7.3.3.1, CAPACITY FACTORS

PROVIDED (2) 36" DOOR WITH 34" CLEAR DOOR OPENING.

34"/.2 = 170 (X2) = 340 OCCUPANTS

MINIMUM WIDTH OF EXIT ACCESS:

NOT LESS THAN 36 INCHES NFPA 101 7.3.4.1

CAPACITY OF MEANS OF EGRESS:

DEAD-END CORRIDORS:

OCCUPANCY: 20 FEET MAXIMUM IN BUILDINGS NOT

PROTECTED THROUGHOUT BY SUPERVISED

AUTOMATIC SPRINKLER SYSTEM.

NUMBER OF EXITS:

NOT LESS THAN (2) MEANS OF EGRESS SHALL BE

PROVIDED FROM EACH BUILDING.

NUMBER OF EXITS PROVIDED: 2 EXITS

ARRANGEMENT OF EXITS:

IN ACCORDANCE WITH NFPA 101 38.2.5.

LIFE SAFETY INFORMATION:

2ND FLOOR: 8,050 GSF

( NOT SPRINKLERED)

EXISTING 2 HR-RATED HANGAR BAY WALL

53'

39'

EXISTING HANGAR

MAINTENANCE BAY

BID OPTION NOTE:

1. BASE BID WILL INCLUDE BOTH FIRST AND SECOND FLOORS OF THE NORTH LEAN-TO, AS WELL AS THE

MACHINE SHOP, AS WELL AS THE SOUTH-SIDE LEAN-TO COMM ROOM REWORK.

2. BID OPTION ONE WILL BE BOTH FLOORS OF THE SOUTH LEAN-TO.

MECH.

(OAU)

ADVANCED

GUIDANCE LAB

MEN

LAYUP

ROOM

BREAK

RWWI

ALT NAV GANTRY

ALT NAV OPTICS

WOMEN

RWWV/RWWI/RWWN

CONTROL ROOM

RWWV

DATALINK/AVIONICS

RWWN

GNC/HWIL & HPC

OBSERVATION

CORR

COMM

COMM.

CORRIDOR

JANITOR

MACHINE SHOP

OPEN OFFICE

CORR.

GREATEST COMMON PATH OF TRAVEL=132 FEET

GREATEST COMMON PATH OF TRAVEL= 55 FEET

GREATEST COMMON PATH OF TRAVEL=48 FEET

GREATEST COMMON PATH OF TRAVEL= 53 FEET

GREATEST COMMON PATH OF TRAVEL=45 FEET

GREATEST COMMON PATH OF TRAVEL= 39 FEET

LS-101

ARNOLD

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

AR0014409

03/10/2016

DOWN

108'

79'

INDICATE 1-HOUR RATED WALL

PRIMARY EGRESS / CAPACITY

WALL MOUNTED EXIT LIGHT

INDICATES TRAVEL DISTANCE TO EXIT.

49'

CEILING MOUNTED EXIT LIGHT

GREATEST COMMON PATH OF TRAVEL (75' MAX)FEC

LIFE SAFETY INFORMATION:

NFPA 101, 2015 EDITION

OCCUPANT LOAD PER NFPA CHAPTER 7, TABLE 7.3.1.2:

BUSINESS: ONE (1) PERSON PER 100 S.F.

16,100 S.F. = 161 OCC.

TOTAL = 161 OCCUPANTS MAXIMUM ALLOWED

CLASSIFICATION OF OCCUPANCY: BUSINESS (B)

NFPA 101 CHAPTER12 & CHAPTER 38

HAZARD OF CONTENTS: ORDINARY HAZARD NFPA 101 6.2.2.3

NO SPECIAL MINIMUM CONSTRUCTION REQUIREMENTS NFPA 101 CHAPTER 38, PARA. 38.1.6

LIFE SAFETY ANALYSIS

NFPA 101 (2015 EDITION) 1-5 ASSUMPTION:

THE PROTECTION METHOD ASSUMES A SINGLE FIRE SOURCE.

IBC (2015) OCCUPANCY CLASSIFICATION:

TYPE IIB, NON-COMBUSTIBLE CONSTRUCTION.

ALLOWABLE HEIGHT AND AREA (TABLE 503):

GROUP B: TYPE IIB ALLOWABLE HEIGHT: 4 STORIES;

GROUP B: TYPE IIB ALLOWABLE AREA: 23,000 SF/FLOOR

ACTUAL PROJECT GROSS SQUARE FOOTAGE:

IST FLOOR: 8,050 GSF

BUILDING IS NOT FULLY SPRINKLERED

FIRE EXTINGUISHER CABINETS ARE LOCATED SUCH

THAT TRAVEL DISTANCE TO A FIRE EXTINGUISHER

FROM ANY POINT IN THE BUILDING DOES NOT

EXCEED 75 FEET.

TRAVEL DISTANCE:

COMMON PATH OF TRAVEL SHALL NOT EXCEED 75 FEET IN A BUILDING NOT

PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC FIRE

SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1).

NFPA 101 38.2.5.3.1.

TRAVEL DISTANCE TO AN EXIT SHALL NOT EXCEED 200 FEET IN A BUSINESS

OCCUPANCY NOT PROTECTED THROUGHOUT BY A SUPERVISED FIRE SPRINKLER

SYSTEM IN ACCORDANCE WITH SECTION 9.7

NFPA38.2.6.3

NFPA 101, TABLE 7.3.3.1, CAPACITY FACTORS

PROVIDED (2) 36" DOOR WITH 34" CLEAR DOOR OPENING.

34"/.2 = 170 (X2) = 340 OCCUPANTS

MINIMUM WIDTH OF EXIT ACCESS:

NOT LESS THAN 36 INCHES NFPA 101 7.3.4.1

CAPACITY OF MEANS OF EGRESS:

DEAD-END CORRIDORS:

OCCUPANCY: 20 FEET MAXIMUM IN BUILDINGS NOT

PROTECTED THROUGHOUT BY SUPERVISED

AUTOMATIC SPRINKLER SYSTEM.

NUMBER OF EXITS:

NOT LESS THAN (2) MEANS OF EGRESS SHALL BE

PROVIDED FROM EACH BUILDING.

NUMBER OF EXITS PROVIDED: 2 EXITS

ARRANGEMENT OF EXITS:

IN ACCORDANCE WITH NFPA 101 38.2.5.

2ND FLOOR: 8,050 GSF

( NOT SPRINKLERED)

108'

72'

42'

GREATEST COMMON PATH OF TRAVEL=108 FEET

GREATEST COMMON PATH OF TRAVEL=79 FEET

ELE.

OFFICE

BRANCH

VAULT

OPEN

GREATEST COMMON PATH OF TRAVEL=108 FEET

GREATEST COMMON PATH OF TRAVEL=72 FEET

GREATEST COMMON PATH OF TRAVEL=42 FEET

LS-102

KEYNOTES:

EXISTING COLUMN TO REMAIN (TYPICAL AS INDICATED).

EXISTING WALL TO REMAIN.

REMOVE EXISTING FURRING, GYPSUM BOARD AND ANY OTHER EXISTING WALL FINISHES FROM INTERIOR OF EXISTING EXTERIOR WALLS IN ITS ENTIRETY, TYP. PREP SURFACE TO RECEIVE NEW FINISH.

6 REMOVE EXISTING DOOR & FRAME. PREP OPENING FOR NEW CMU INFILL.

EXISTING PARTITION TO BE REMOVED.

3 EXISTING STEEL STAIRS TO REMAIN.

13 SHADED AREA INDICATES AREA OF EXISTING CONCRETE FLOOR TO BE REMOVED FOR NEW

BATHROOM LOCATIONS.

5 REMOVE EXISTING DOOR & FRAME. PREP OPENING TO RECEIVE NEW DOOR AND FRAME.

EXISTING DOOR AND FRAME TO BE REMOVED.

8 REMOVE EXISTING PLUMBING FIXTURES (TYPICAL AS INDICATED).

9 REMOVE EXISTING TOILET PARTITIONS (TYPICAL AS INDICATED).

10 REMOVE EXISTING PLUMBING FIXTURE AND CASEWORK.

11 REMOVE ALL EXISTING INTERIOR PARTITIONS, DOORS, DOOR FRAMES IN THEIR ENTIRETY.

EXISTING PARTITION TO REMAIN.

12 REMOVE ALL EXISTING INTERIOR FLOOR FINISHES, BASE MATERIAL, ACOUSTICAL CEILING TILE AND

GRID SYSTEM IN THEIR ENTIRETY. CLEAN AND PREP SURFACE TO RECEIVE NEW FINISH.

REMOVE EXISTING CURTAIN WALL SYSTEM IN ITS ENTIRETY (TYPICAL AS INDICATED). CLEAN AND PREP

OPENING TO RECEIVE NEW CURTAINWALL SYSTEM.

REMOVE EXISTING LOCKERS IN THEIR ENTIRETY.14

1 1

56 6

5 55 6

11 12

12 12 12 12 12 12

5 56

6 5 566

12 12 12 12

12 12

12 12 12 12

74444

EXISTING HANGAR BAY

ASBESTOS DETECTED IN EXTERIOR BEIGE SPRAY APPLIED COATING (EXTERIOR WALLS) (12,000 SF), SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT SPECIFICATIONS.

ASBESTOS DETECTED IN BROWN 9"X9" FLOOR TILE (20 SF), EAST OFFICE AREA FLOOR - FIRST FLOOR

CLOSETS. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT SPECIFICATIONS.

ASBESTOS DETECTED IN WHITE FLOOR TILE AND BLACK MASTIC (3,600 SF), EAST OFFICE AREA

FLOOR - THROUGHOUT SECOND FLOOR. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF

PROJECT SPECIFICATIONS.

ASBESTOS DETECTED IN BLACK FLOOR TILE AND BLACK MASTIC (180 SF), NORTH MOST ROOM OF THE FIRST FLOOR OF THE WEST OFFICE AREA. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF

ASBESTOS DETECTED IN WHITE PIPE INSULATION ON 1" PIPE (160 LF), WEST OFFICE AREA - FIRST

FLOOR ABOVE DROP CEILING. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT

SPECIFICATIONS.

20 ASBESTOS DETECTED IN GRAY 12" FLOOR TILE AND BLACK MASTIC (3,600 SF), WEST OFFICE AREA - SECOND FLOOR. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT SPECIFICATIONS.

21 ASBESTOS DETECTED IN GREEN FLOOR TILE AND BLACK MASTIC (3,600 SF), WEST OFFICE AREA - SECOND FLOOR UNDERNEATH PLYWOOD SUB-FLOOR. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A"

OF PROJECT SPECIFICATIONS.

22 ASBESTOS DETECTED IN CEMENTITIOUS WINDOW PANELS (1,500 SF), EXTERIOR OF BOTH EAST AND WEST OFFICE AREAS (BORDERING WINDOWS). SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF

15 15 15

15 15 15 15

EXISTING STEEL STAIRS TO BE REMOVED AND SALVAGED DURING DEMOLITION AND INSTALLATION OF NEW CURTAIN WALL SYSTEM. CLEAN AND PREP FOR REINSTALLATION IN CURRENT LOCATION.

GENERAL NOTES:

722722722722722722722

11 11

7 22 7 22 7 22 7 22 7 22 7 22 7 22 7 22 7 22

7 2211 11 11 11 11 11 11 11

EXISTING STEEL CANOPY TO BE COMPLETELY REMOVED.24

EXISTING STEEL CANOPY TO REMAIN.25

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK.

2. REFER TO STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF

DEMOLITION WORK.

3. PATCH / REPAIR ALL THRU-WALL (EXTERIOR & INTERIOR) PENETRATIONS, AS REQUIRED. PREP

SURFACE TO RECEIVE NEW FINISH (TYPICAL).

4. CONTRACTOR TO REPLACE OR REPAIR ALL DAMAGED FINISHES TO MATCH EXISTING.

5. CONTRACTOR SHALL ANTICIPATE REQUIREMENT FOR PROVISION OF MASONRY INFILL OF

PENETRATIONS THRU EXISTING 8” TERRACOTTA BLOCK HANGAR BAY WALL: (20) AT 2'X2' AND (20) AT 1'X1'

EXISTING DOOR AND FRAME TO REMAIN.26

DEMOLITION AND RELOCATION OF COMM. WIRES SHALL BE DONE BY THE COMM. SQ. OR THEIR

CONTRACTOR.

FIRST FLOOR PLAN - EXISTING CONDITIONS / DEMOLITION

AD-101

FIRST FLOOR PLAN - EXISTING CONDITIONS/DEMOLITION

77777777777

14 14 14141414

12 1212121212

121212

12121212121212

12 12

12 1211 11

11 11 11

5 5

111111

1 1

4 4 4 4

EXISTING HANGAR BAY

15 15 15 15

15 15 15

20 21

20 2120 21

17 17 17

2222222222222222222222

EXISTING COLUMN TO REMAIN (TYPICAL AS INDICATED).

EXISTING WALL TO REMAIN.

REMOVE EXISTING FURRING, GYPSUM BOARD AND ANY OTHER EXISTING WALL FINISHES FROM INTERIOR OF EXISTING EXTERIOR WALLS IN ITS ENTIRETY, TYP. PREP SURFACE TO RECEIVE NEW FINISH.

6 REMOVE EXISTING DOOR & FRAME. PREP OPENING FOR NEW CMU INFILL.

EXISTING PARTITION TO BE REMOVED.

3 EXISTING STEEL STAIRS TO REMAIN.

13 SHADED AREA INDICATES AREA OF EXISTING CONCRETE FLOOR TO BE REMOVED FOR NEW BATHROOM

LOCATIONS.

5 REMOVE EXISTING DOOR & FRAME. PREP OPENING TO RECEIVE NEW DOOR AND FRAME.

EXISTING DOOR AND FRAME TO BE REMOVED.

8 REMOVE EXISTING PLUMBING FIXTURES (TYPICAL AS INDICATED).

9 REMOVE EXISTING TOILET PARTITIONS (TYPICAL AS INDICATED).

10 REMOVE EXISTING PLUMBING FIXTURE AND CASEWORK.

11 REMOVE ALL EXISTING INTERIOR PARTITIONS, DOORS, DOOR FRAMES IN THEIR ENTIRETY.

12 REMOVE ALL EXISTING INTERIOR FLOOR FINISHES, BASE MATERIAL, ACOUSTICAL CEILING TILE AND

GRID SYSTEM IN THEIR ENTIRETY. CLEAN AND PREP SURFACE TO RECEIVE NEW FINISH.

REMOVE EXISTING CURTAIN WALL SYSTEM IN ITS ENTIRETY (TYPICAL AS INDICATED). CLEAN AND PREP

OPENING TO RECEIVE NEW CURTAINWALL SYSTEM.

REMOVE EXISTING LOCKERS IN THEIR ENTIRETY.14

ASBESTOS DETECTED IN EXTERIOR BEIGE SPRAY APPLIED COATING (EXTERIOR WALLS) (12,000 SF), SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT SPECIFICATIONS.

ASBESTOS DETECTED IN BROWN 9"X9" FLOOR TILE (20 SF), EAST OFFICE AREA FLOOR - FIRST FLOOR

CLOSETS. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT SPECIFICATIONS.

ASBESTOS DETECTED IN WHITE FLOOR TILE AND BLACK MASTIC (3,600 SF), EAST OFFICE AREA

FLOOR - THROUGHOUT SECOND FLOOR. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF

ASBESTOS DETECTED IN BLACK FLOOR TILE AND BLACK MASTIC (180 SF), NORTH MOST ROOM OF THE FIRST FLOOR OF THE WEST OFFICE AREA. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF

ASBESTOS DETECTED IN WHITE PIPE INSULATION ON 1" PIPE (160 LF), WEST OFFICE AREA - FIRST

FLOOR ABOVE DROP CEILING. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT

20 ASBESTOS DETECTED IN GRAY 12" FLOOR TILE AND BLACK MASTIC (3,600 SF), WEST OFFICE AREA - SECOND FLOOR. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT SPECIFICATIONS.

21 ASBESTOS DETECTED IN GREEN FLOOR TILE AND BLACK MASTIC (3,600 SF), WEST OFFICE AREA - SECOND FLOOR UNDERNEATH PLYWOOD SUB-FLOOR. SEE ASBESTOS / LBP SURVEY IN "APPENDIX A"

OF PROJECT SPECIFICATIONS.

22 ASBESTOS DETECTED IN CEMENTITIOUS WINDOW PANELS (1,500 SF), EXTERIOR OF BOTH EAST AND WEST OFFICE AREAS (BORDERING WINDOWS). SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF

EXISTING STEEL STAIRS TO BE REMOVED AND SALVAGED DURING DEMOLITION AND INSTALLATION OF NEW CURTAIN WALL SYSTEM. CLEAN AND PREP FOR REINSTALLATION IN CURRENT LOCATION.

7 227 227 227 227 227 227 227 227 22

7 22

REMOVE PLYWOOD SUBFLOOR TO EXISTING 1X8 TONGUE AND GROOVE DECKING, CLEAN AND PREP

FOR NEW SUBFLOOR .

24 24

SECOND FLOOR PLAN - EXISTING CONDITIONS / DEMOLITION

AD-102

SECOND FLOOR PLAN-EXISTING CONDITIONS/DEMOLITION

REMOVE EXISTING DOOR & FRAME. PREP OPENING FOR NEW CMU INFILL.

EXISTING STEEL STAIRS TO BE REMOVED AND SALVAGED DURING DEMOLITION AND

INSTALLATION OF NEW CURTAIN WALL SYSTEM. CLEAN AND PREP CLEAN PER

SPECIFICATIONS 09 90 00 TO REMOVE ALL SURFACE CONTAMINANTS AND CORROSION.

REPAIR AND PAINT. REINSTALLATION IN CURRENT LOCATION.

REMOVE EXISTING DOOR & FRAME. PREP OPENING TO RECEIVE NEW DOOR AND FRAME.

REMOVE EXISTING CURTAIN WALL SYSTEM IN ITS ENTIRETY (TYPICAL AS INDICATED).

CLEAN AND PREP OPENING TO RECEIVE NEW CURTAINWALL SYSTEM.

ASBESTOS DETECTED IN EXTERIOR BEIGE SPRAY APPLIED COATING (EXTERIOR WALLS)

(12,000 SF), SEE ASBESTOS / LBP SURVEY IN "APPENDIX A" OF PROJECT SPECIFICATIONS.

ASBESTOS DETECTED IN CEMENTITIOUS WINDOW PANELS (1,500 SF), EXTERIOR OF BOTH

EAST AND WEST OFFICE AREAS (BORDERING WINDOWS). SEE ASBESTOS / LBP SURVEY IN

"APPENDIX A" OF PROJECT SPECIFICATIONS.

EXISTING LOUVERS TO BE REMOVED, SEE MECHANICAL.

EXISTING STEEL CANOPY TO BE COMPLETELY REMOVED.

EXISTING STEEL CANOPY TO REMAIN.

CLEAN, PATCH AND REPAIR AND PREP EXISTING COATED MASONRY SURFACES TO

RECEIVE NEW ELASTOMERIC COATING.

KEYNOTES: GENERAL NOTES:

2. REFER TO STRUCTURAL, PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS FOR EXTENT OF DEMOLITION WORK.

3. PATCH / REPAIR ALL THRU-WALL (EXTERIOR & INTERIOR)

PENETRATIONS, AS REQUIRED. PREP SURFACE TO RECEIVE NEW

FINISH (TYPICAL).

4. CONTRACTOR TO REPLACE OR REPAIR ALL DAMAGED FINISHES

TO MATCH EXISTING.

5. ALL ABANDONED SURFACE MOUNTED UTILITIES TO BE REMOVED,

SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR

EXTENT OF DEMOLITION WORK.

6. CLEAN AND PREP ALL REMAINING SURFACE MOUNTED UTILITIES

TO RECEIVE NEW FINISH.

FIRST FLOOR

0'-0"

SECOND FLOOR

12'-9"±

FIRST FLOOR

0'-0"

SECOND FLOOR

12'-9"±

2 3 2

8 89 4 6 71 4 6 4 6 4 6 4 6 4 6 4 6 4 6 4 64 6

4 64 64 64 67 7

4 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 646 46 7 7

4 6 14 64 64 64 64 64 64 64 671

EXISTING DOWNSPOUT TO BE COMPLETELY REMOVED, TYP.11

22 11

3 7

EXISTING STEEL LINTEL TO REMAIN, TYP.

EXISTING CONCRETE SILL TO REMAIN, TYP.

EXISTING A/C UNIT TO BE COMPLETELY REMOVED.14

141213 144 1213 121213 121312131213 121212

13121413121312131213121312131213121312131213121312

111213 1213 1213 1213 1213 1213 1213 121312131312 12

1312 4 64 61312 4 64 61312 4 64 61312 4 64 61312 4 64 61312 4 64 61312 4 64 61312 4 64 61312 4 64 61312 4 64 613124 64 613121312

141414

SOUTH ELVATION - EXISTING / DEMOLITION

NORTH ELVATION - EXISTING / DEMOLITION

EXTERIOR ELEVATIONS -

EXISTING CONDITIONS/DEMOLITION

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

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

EWC

11111

105 106

103A100A

114B

112 113

114A 116

117 123

125A

126A

109 108

SIM

122121

FECFEC

INDICATE WALL TYPE - REFER TO THIS

SHEET FOR DESCRIPTIONS.

NEW METAL STUD PARTITION, SEE

WALL TYPES THIS SHEET.

NEW DOOR, SEE DOOR SCHEDULE.EXISTING PARTITION TO REMAIN.

ROOM IDENTIFICATION

NEW CMU INFILL.

ELECTRIC WATER COOLER, SEE PLUMBING.

EXISTING ROOF ACCESS LADDER

XXX

WINDOW TYPE IDENTIFICATION1

WALL TYPES:

1 HR FIRE-RATED WALL

6. PROVIDE NEW 5/8" PLYWOOD FLOOR UNDERLAYMENT ON 3/4" TONGUE AND GROOVE FLOOR DECK.

SEE FINISH SCHEDULE SHEET I-601 FOR FINISH.

1 KEYNOTE

REINSTALLED EXISTING STEEL STAIR.

NEW STEEL STAIR TO MATCH EXISTING.

NEW STUCCO INFILL.

FINISH TRANSITION STRIP, SEE FINISH SCHEDULE SHEET I-601 FOR FINISHES THIS AREA.

3 22

2 2

EXISTING MASONRY WALL CONSTRUCTION TO REMAIN, WITH NEW 6" GALV. STEEL STUDS (SEE

STRUCTURAL) AT 16" O.C. WITH 5/8" TYPE 'X' GYPSUM BOARD, AND 5 1/2" UNFACED BATT INSULATION ALL STUD SPACES, FULL HEIGHT OF WALL. WALL SHALL EXTEND FROM SLAB TO UNDERSIDE OF

EXISTING STRUCTURE ABOVE. SEE FINISH SCHEDULE I-601.

NEW 3 5/8" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. WITH 3 1/2" UNFACED BATT INSULATION ALL STUD CAVITIES, FULL HEIGHT OF WALL, WITH 5/8" TYPE 'X' GYPSUM BOARD, BOTH SIDES. WALL SHALL EXTEND FROM SLAB TO TO 12" ABOVE FINISH CEILING. GYPSUM BOARD SHALL BE MOLD AND MOISTURE-RESISTANT IN ALL RESTROOMS, JANITORS CLOSETS AND KITCHEN-RELATED

AREAS. PAINT ALL GYPSUM BOARD. SEE FINISH SCHEDULE SHEET I-601.

NEW 8" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. WITH 6 1/4" UNFACED BATT INSULATION ALL STUD CAVITIES, FULL HEIGHT OF WALL, WITH 5/8" TYPE 'X' GYPSUM BOARD, BOTH SIDES. WALL

SHALL EXTEND FROM SLAB TO 8" ABOVE FINISH CEILING. SEE FINISH SCHEDULE I-601.

EXISTING MASONRY WALL CONSTRUCTION TO REMAIN, WITH NEW 3 5/8" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. WITH 5/8" TYPE 'X' GYPSUM BOARD, AND 3 1/2" UNFACED BATT INSULATION

EXISTING MASONRY WALL CONSTRUCTION TO REMAIN, WITH NEW 5 1/2" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. AT NEW ALUMINUM STOREFRONT WINDOW SYSTEM LOCATIONS WITH 5/8" TYPE 'X' GYPSUM BOARD, AND 5 1/2" UNFACED BATT INSULATION ALL STUD SPACES, FULL HEIGHT OF WALL. WALL SHALL EXTEND FROM SLAB TO UNDERSIDE OF EXISTING STRUCTURE ABOVE. SEE FINISH

SCHEDULE I-601.

W2

W1

W4

W5

W3

A-101

3. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD OR CENTER LINE OF COLUMN, UNLESS NOTED

OTHERWISE.

4. PATCH/REPAIR ALL THRU-WALL (EXTERIOR & INTERIOR) PENETRATIONS, AS REQUIRED. PREP

5. CONTRACTOR TO REPLACE OR REPAIR ALL DAMAGED FINISHES TO MATCH EXISTING.

FEC FEC

FIRE EXTINGUISHER CABINET (SEMI-RECESSED; MOUNT TOP @ 48" AFF.).

NEW METAL STUD PARTITION, SEE WALL TYPES THIS SHEET.

NEW DOOR, SEE DOOR SCHEDULE.

A-102

111111111

111111

202 203

208 210 211 212 213

218 219

226A

WINDOW TYPE IDENTIFICATION1

WALL TYPES:

6. PROVIDE NEW 5/8" PLYWOOD FLOOR UNDERLAYMENT ON 3/4" TONGUE AND GROOVE FLOOR DECK.

SEE FINISH SCHEDULE SHEET I-601 FOR FINISH.

FECFEC

1 KEYNOTE

1 OUTSIDE AIR DUCT CHASE, SEE MECHANICAL DOCUMENTS

REINSTALLED EXISTING STEEL STAIR.

NEW STEEL STAIR TO MATCH EXISTING.

NEW CMU INFILL AT EXISTING PENETRATION THRU HANGAR BAY WALL.

44444444444

3 22

2 2

EXISTING MASONRY WALL CONSTRUCTION TO REMAIN, WITH NEW 6" GALV. STEEL STUDS (SEE

STRUCTURAL) AT 16" O.C. WITH 5/8" TYPE 'X' GYPSUM BOARD, AND 5 1/2" UNFACED BATT INSULATION

NEW 3 5/8" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. WITH 3 1/2" UNFACED BATT INSULATION ALL STUD CAVITIES, FULL HEIGHT OF WALL, WITH 5/8" TYPE 'X' GYPSUM BOARD, BOTH SIDES. WALL SHALL EXTEND FROM SLAB TO TO 12" ABOVE FINISH CEILING. GYPSUM BOARD SHALL BE MOLD AND MOISTURE-RESISTANT IN ALL RESTROOMS, JANITORS CLOSETS AND KITCHEN-RELATED

AREAS. PAINT ALL GYPSUM BOARD. SEE FINISH SCHEDULE SHEET I-601.

NEW 8" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. WITH 6 1/4" UNFACED BATT INSULATION ALL STUD CAVITIES, FULL HEIGHT OF WALL, WITH 5/8" TYPE 'X' GYPSUM BOARD, BOTH SIDES. WALL

SHALL EXTEND FROM SLAB TO 8" ABOVE FINISH CEILING. SEE FINISH SCHEDULE I-601.

EXISTING MASONRY WALL CONSTRUCTION TO REMAIN, WITH NEW 3 5/8" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. WITH 5/8" TYPE 'X' GYPSUM BOARD, AND 3 1/2" UNFACED BATT INSULATION

EXISTING MASONRY WALL CONSTRUCTION TO REMAIN, WITH NEW 5 1/2" GALV. STEEL STUDS (SEE STRUCTURAL) AT 16" O.C. AT NEW ALUMINUM STOREFRONT WINDOW SYSTEM LOCATIONS WITH 5/8" TYPE 'X' GYPSUM BOARD, AND 5 1/2" UNFACED BATT INSULATION ALL STUD SPACES, FULL HEIGHT OF WALL. WALL SHALL EXTEND FROM SLAB TO UNDERSIDE OF EXISTING STRUCTURE ABOVE. SEE FINISH

SCHEDULE I-601.

INDICATE WALL TYPE - REFER TO THIS

SHEET FOR DESCRIPTIONS.

NEW METAL STUD PARTITION, SEE

WALL TYPES THIS SHEET.

NEW STUCCO INFILL.

NEW METAL CANOPY, SEE SHEET A-301 FOR DETAILS.5

ELEC

A-103

OUTSIDE AIR

DUCT CHASE

FIRE EXTINGUISHER CABINET (SEMI-RECESSED; MOUNT TOP @ 48" AFF.).

NEW DEMOUNTABLE PARTITION.

2. REFER TO STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXTENT OF DEMOLITION WORK.

3. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD OR CENTER LINE OF COLUMN, UNLESS

NOTED OTHERWISE.

4. PATCH/REPAIR ALL THRU-WALL (EXTERIOR & INTERIOR) PENETRATIONS, AS REQUIRED.

PREP SURFACE TO RECEIVE NEW FINISH (TYPICAL).

5. CONTRACTOR TO REPLACE OR REPAIR ALL DAMAGED FINISHES TO MATCH EXISTING.

FEC FEC

ELEC

A-104

8'-0"8'-0" 11'-0"

9'-0"

8'-0" 8'-0"

FLUORESCENT LIGHT FIXTURES - SEE ELECTRICAL DOCUMENTS.

2x2 ACOUSTICAL CEILING TILE AND METAL GRID. SEE FINISH SCHEDULE I-601 AND

CEILING HEIGHT.

CEILING DIFFUSERS - SEE MECHANICAL DOCUMENTS.

GWB CEILING, PAINTED FINISH - SEE FINISH SCHEDULE I-601.

8'-0"

NOTES:

1. COORDINATE CEILING INSTALLATION AND SPRINKLER HEAD INSTALLATION. LOCATE SPRINKLER HEADS

AS CLOSE TO THE CENTERLINE OF CEILING TILE AS POSSIBLE. SPRINKLER HEADS SHALL NOT

CONFLICT WITH CEILING GRID. SEE FIRE PROTECTION DOCUMENTS.

2. IT IS THE INTENT TO HAVE THE CEILING HEIGHTS THROUGHOUT THE BUILDING AS HIGH AS POSSIBLE.

CEILING HEIGHTS SHALL BE ADJUSTED UPWARD WHENEVER POSSIBLE AFTER ALL STRUCTURAL,

MECHANICAL, ELECTRICAL, FIRE PROTECTION AND TELECOMMUNICATIONS ITEMS HAVE BEEN

INSTALLED.

OPEN TO STRUCTURE ABOVE, PAINTED FINISH - SEE FINISH SCHEDULE I-601.

11'-0" 11'-0" 11'-0" 11'-0"11'-0"

14'-0"

A-110