18-R-4005_Drawings.pdf

PDF 18 MB Posted

Attached to
Renovate Building 18-C Federal contract opportunity
Solicitation number
FA2823-18-R-4005
Issued by
Department of the Air Force Materiel Command Test Center

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Sanitary_Line.pdf PDF
Q&A_-_2.pdf PDF
FA282318R40050003.pdf PDF
18-R-4005_Attach_G_PPQ.pdf PDF
Section_07_41_13_-_Metal_Roof_Panels.pdf PDF
18-R-4005_Amendment-2.pdf PDF
18-R-4005_Renovate_Bldg._18-C_Q&A.pdf PDF
18-R-4005_Attach_F_PPI.pdf PDF
Section_07_60_00_-_Flashing_and_Sheet_Metal.pdf PDF
Section_09_29_00_-_Gypsum_Board.pdf PDF
18-R-4005_Amendment-1.pdf PDF
18-R-4005.pdf PDF
18-R-4005_Site_Visit_Sign-In_Sheet.pdf PDF
18-R-4005_Attachment_I.xls XLS spreadsheet
18-R-4005_Attach_H_FRQ.pdf PDF
FA2823-18-R-4005.pdf PDF
18-R-4005_Attach_G_PPQ.pdf PDF
Technical-Specifications-SCIF-Construction.pdf PDF
Attch_E._FL262.pdf PDF
18-R-4005_Statement_of_Work.pdf PDF
18-R-4005_Specs_Addendum-1.pdf PDF
Attach_D_-_Eglin_Specific_Contract_Language.pdf PDF
18-R-4005_Attach_F_PPI.pdf PDF
18-R-4005_Specifications.pdf PDF
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SITE LOCATION

NORTH

CBPO

MCCARTHY AVE.

CHOCTAWHATCHEE AVENUE

FL

O

R

ID

A

GEORGIA

"B" AVENUE

"C" AVENUE

B A

R R

A N

C A

S A

V E

EGLIN

B

OULE

VARD

SIXTH STREET

SEVENTH STREET

EIGHTH STREET

DAYTONA R

OAD HY

M

ES

R

OA

D

SEMINOLE ROAD

OCA

LA

R

OAD

FI

FT

H S

TR

E

E T

DADE RD.

VAN MATRE AVENUE

A V

E

AVENUE

TAXIWAY - T

TX-J

TX-O 884

GAS

PUMPS

CHAPEL - 1

BOW

LIN

G

ALL

EY

35 36 37 38

115 23

28 29

12 6

106 26

201 200

17 2

228 230

11 21

A

PRIMES

PHOTO LAB

72 71 73

CONF

CEN

TELE.

BLDG.

CREDIT

UNIO

N

GYM

TOWER

A/C

WASH

REEVES.JONATHA

N.C.1060211155

Digitally signed by

REEVES.JONATHAN.C.1060211155

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=REEVES.JONATHAN.C.1060211155 Date: 2017.10.24 09:10:29 -05'00'

MILEY.JOHN.K.1

114537140

Digitally signed by MILEY.JOHN.K.1114537140 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=MILEY.JOHN.K.1114537140 Date: 2017.10.24 13:41:57 -05'00'

BROWN.RUSSEL

L.A.1230011881

Digitally signed by

BROWN.RUSSELL.A.1230011881

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=BROWN.RUSSELL.A.1230011881 Date: 2017.10.24 14:14:56 -05'00'

BENNETT.CRAIG

.R.1061792798

Digitally signed by

BENNETT.CRAIG.R.1061792798

Date: 2017.10.25 09:05:42 -05'00'

FERNANDEZ.MICHAE

L.J.1230018720

Digitally signed by FERNANDEZ.MICHAEL.J.1230018720 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=FERNANDEZ.MICHAEL.J.1230018720 Date: 2017.10.30 09:01:02 -05'00'

BLALOCK.STE

PHEN.D.1103

123000

Digitally signed by

BLALOCK.STEPHEN.D.1103123000

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=BLALOCK.STEPHEN.D.1103123 Date: 2017.11.02 08:50:54 -05'00'

HOWARD.CORTNE

Y.A.1044862260

Digitally signed by HOWARD.CORTNEY.A.1044862260 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=HOWARD.CORTNEY.A.1044862260 Date: 2017.11.02 10:16:28 -05'00'

SCHLUETER.MARK.A.1136656933

Digitally signed by SCHLUETER.MARK.A.1136656933 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=SCHLUETER.MARK.A.1136656933 Date: 2017.11.02 17:32:16 -05'00'

CARRICO.STEPHEN.P.110

4609844

Digitally signed by CARRICO.STEPHEN.P.1104609844 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=CARRICO.STEPHEN.P.1104609844 Date: 2017.11.06 12:27:01 -06'00'

CRUZ.PABLO.J.11

82531045

Digitally signed by CRUZ.PABLO.J.1182531045 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=CRUZ.PABLO.J.1182531045 Date: 2017.11.09 10:18:25 -06'00'

ROBEEN.DANIEL.B.1230040679

Digitally signed by ROBEEN.DANIEL.B.1230040679 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USAF, cn=ROBEEN.DANIEL.B.1230040679 Date: 2018.01.09 15:33:43 -06'00'

X X

X

XXXX

X

X X X X X

X X X X X X

EXISTING CONDITIONS / DEMOLITION PLAN

KEYNOTE:

LEGEND:

TRUE

NORTH

PROJECT

NORTH

FEC

EP

FEC

FEC

FEC

FEC

FEC

EP

EP

ERD

ERD

ERD

ERD

ERD

GENERAL NOTES:

EFD

EFD

EFD

GENERAL NOTES:

KEYNOTES:

A-201

NORTH ELEVATION

A-201

SOUTH ELEVATION

A-201

WEST ELEVATION

A-201

EAST ELEVATION

NOTE: PROTECT ALL EXISTING

UTILITIES TO REMAIN DURING

RENOVATION, SEE ELECTRICAL

DOCUMENTS.

LIFE SAFETY PLAN

TRUE

NORTH

PROJECT

NORTH

REF

EWCEWC

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.

12,976 S.F. =129 OCC.

TOTAL = 29 OCCUPANTS MAXIMUM ALLOWED

CLASSIFICATION OF OCCUPANCY: BUSINESS (B)

NFPA 101 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:

BUILDING IS FULLY SPRINKLERED

TRAVEL DISTANCE:

COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FEET IN A BUILDING 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 300 FEET IN A BUSINESS

OCCUPANCY 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 (8) 36" DOOR WITH 34" CLEAR DOOR OPENING.

34"/.2 = 170 (X8) = 1360 OCCUPANTS

MINIMUM WIDTH OF EXIT ACCESS:

NOT LESS THAN 36 INCHES NFPA 101 7.3.4.1

CAPACITY OF MEANS OF EGRESS:

OCCUPANCY: 50 FEET MAXIMUM IN BUILDINGS

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: 6 EXITS

ARRANGEMENT OF EXITS:

IN ACCORDANCE WITH NFPA 101 38.2.5.

1ST FLOOR: 14,250 GSF

LEGEND: NOTES:

NEW WORK PLAN

KEYNOTE:

GENERAL NOTES:

LEGEND:

TRUE

NORTH

PROJECT

NORTH

REF

REF

WALL TYPES:

EWC

EWCEWC

(SEE A-310 & A-311 FOR WALL SECTIONS)

NEW WORK EQUIPMENT PLAN

REF

EWC

GENERAL NOTES:

TRUE

NORTH

PROJECT

EWC

REFLECTED CEILING PLAN

NORTH

PROJECT

NORTH

MD

MD

MD

MD

MD

MD

BL

BL

BL

BL

BL

BL

BLBL

BL

BL

BL

S

S

S

SS

S S

S

BL

BL

BL

BL

BL

BL

BL

BL

BL

BL

MD

MD

MD

MD

MD MD

MD

MDMD

MD

MD

MD

MD

MD

MD

MD

MD

LEGEND:

NOTES:

8'-0"

XXX

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"8'-0"

9'-0" 9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

S

BL

MD

7'-0"

KEYNOTES:

9'-0"

A-110

3/4" = 1'-0"

SECTION AT SOFFIT

7'-0"

A.F.F.

NOTE: PROTECT ALL EXISTING

UTILITIES TO REMAIN DURING

RENOVATION, SEE ELECTRICAL

DOCUMENTS.

A-201

NORTH ELEVATION

A-201

SOUTH ELEVATION

A-201

WEST ELEVATION

A-201

EAST ELEVATION

NOTE: PREP AND PROVIDE NEW

HIGH BUILD ELASTOMERIC

COATING ON TOTAL EXTERIOR.

A-310

3"=1'-0"

SECURITY WALL SECTION

PER ICS 705 WALL TYPE "A" -SOUND GROUP 4, STC 50

CONTROLLED

AREA

FINISHED

FLOOR

A-310

3"=1'-0"

SECURITY WALL SECTION

PER ICS 705 WALL TYPE "A" -SOUND GROUP 4, STC 50

CONTROLLED

AREA

NEW

FINISHED

FLOOR

(MATCH

EXISTING

ELEVATION)

CONTROLLED

AREA

A-310

3"=1'-0"

SECURITY WALL SECTION

PER ICS 705 WALL TYPE "A" -SOUND GROUP 4, STC 50

CONTROLLED

AREA

CONTROLLED

AREA

-1'-4"

NEW

FINISHED

FLOOR

-1'-4"

NEW

FINISHED

FLOOR

A-310

1 1/2" = 1'-0"

WALL SECTION

A-311

3"=1'-0"

SECURITY WALL SECTION

PER ICS 705 WALL TYPE "A" -SOUND GROUP 4, STC 50

FINISHED

FLOOR

CONTROLLED

AREA A-311

3"=1'-0"

COLUMN ENCLOSURECONTROLLED

AREA

A-311

3"=1'-0"

EXISTING ROOF DRAIN

(ERD) ENCLOSURE

A-311

3"=1'-0"

SECURITY WALL SECTION

PER ICS 705 WALL TYPE "A" -SOUND GROUP 4, STC 50

FINISHED

FLOOR

CONTROLLED

AREA

CONTROLLED

AREA

A-311

1 1/2" = 1'-0"

CANOPY SECTION

A-311

A-311

3/4" = 1'-0"

CANOPY PLAN

A-311

1 1/2" = 1'-0"

WALL SECTION

X X

X X

X

X X X

A-312

1" = 1'-0"

GUARD RAIL ELEVATION A-312

(MATCH

PARKING

LOT)

T.O.

CONCRETE

A-312

1 1/2" = 1'-0"

GUARD RAIL SECTION

CL

CL

A-312

3/4" = 1'-0"

BUILDING SECTION

TOP OF CMU

8'-1" A.F.F.

A-312

1 1/2" = 1'-0"

CONCRETE WALK JOINT DETAILS

EXPANSION JOINT TOOLED JOINT

A-312

1 1/2" = 1'-0"

LOADING DOCK CONCRETE DETAIL

A-312

3"=1'-0"

GPS ANTENNA DETAIL

LEGEND:

KEYNOTES:

ENLARGED DEMO PLAN - RECESSED FLOOR

TRUE

NORTH

PROJECT

NORTH

ENLARGED NEW WORK PLAN - RECESSED FLOOR

TRUE

NORTH

PROJECT

NORTH

NEW F.F.E.

-1'-4"

ENLARGED DEMO PLAN - AT LOADING DOCK

TRUE

NORTH

PROJECT

NORTH

ENLARGED NEW WORK PLAN - AT LOADING DOCK

TRUE

NORTH

PROJECT

MARK ITEM / DESCRIPTION

A GRAB BAR (42" LONG)

B GRAB BAR (36" LONG)

C JUMBO DOUBLE ROLL TOILET TISSUE DISPENSER

D SANITARY NAPKIN DISPENSER

E F MIRROR - 36" H x 24" W

WALL MOUNTED SOAP DISPENSER

G

H TOWEL / WARDROBE HOOKS

TYPICAL ADA MOUNTING HEIGHTS

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

GENERAL NOTES

1. PROVIDE BLOCKING IN WALLS FOR TOILET ACCESSORIES, AND OTHER WALL MOUNTED ITEMS.

2. COORDINATE REQUIRED MIRROR VIEWING SURFACE HEIGHT ABOVE FINISHED FLOOR (40" MAX) WITH PLUMBING FIXTURES.

REMARKS

BLOCKING PER MANUFACTURER INSTRUCTIONS

HANDICAP WATER CLOSET

BLOCKING PER MANUFACTURER INSTRUCTIONS

WATER CLOSET

HANDICAP URINAL

LAVATORY

I J K L M

SEE PLUMBING DOCUMENTS

SEE PLUMBING DOCUMENTS

SEE PLUMBING DOCUMENTS

SEE PLUMBING DOCUMENTS

FLOOR MOUNT URINAL SCREEN SEE FINISH SCHEDULE AND SPECIFICATIONS

TOILET ACCESSORY SCHEDULE

MOUNTING HEIGHT

36" A.F.F. TO CENTERLINE

36" A.F.F. TO CENTERLINE

19" A.F.F. TO CENTERLINE

29" A.F.F. TO TOP

INSTALL 7"-9" IN FRONT OF TOILET BOWL

GF/CI ITEM - GOVERNMENT FURNISHED / CONTRACTOR INSTALLED

40" A.F.F. MAX TO VIEWING SURFACE- FULL HEIGHT ABOVE COUNTER SPLASH- SEE ELEV.

GF/CI ITEM - GOVERNMENT FURNISHED / CONTRACTOR INSTALLED

48" A.F.F. TO CENTERLINE

48" A.F.F. TO CENTERLINE

40" A.F.F. MAX

48" A.F.F. TO CENTERLINE

E H

G

K

I

B D

M

N

F

L

MATERIALPRODUCTTRADENAMEMODELNUMBER

CAB

I

D

O

F

L

P

MIRROR - 48" H x 24" W 40" A.F.F. MAX TO VIEWING SURFACE- FULL HEIGHT ABOVE COUNTER SPLASH- SEE ELEV.40" A.F.F. MAX

STANDARD TOILET PARTITION SEE FINISH SCHEDULE AND SPECIFICATIONS

P

HANDICAP DRINKING FOUNTAIN SEE PLUMBING DOCUMENTS36" A.F.F. MAX TO SPOUT

ROLL TOWEL DISPENSER

A-402

NOTE: FOR FINISH SELECTIONS SEE FINISH SCHEDULE SHEET I-601.

A

B

I

CWT3

CWT1

A-402

INTERIOR ELEVATION

SCALE: 1/2"=1'-0" UNISEX 127

F

E

L

A

B

I

C

G

B

C

A-402

INTERIOR ELEVATION

SCALE: 1/2"=1'-0" UNISEX 127

A-402

INTERIOR ELEVATION

SCALE: 1/2"=1'-0" WOMEN'S 108

A-402

INTERIOR ELEVATION

SCALE: 1/2"=1'-0" MEN'S 110

N

E

J

A

B

C

I

K

OO

CWT2

CWT3

CWT1

CWT2

CWT3

CWT1

CWT2

CWT1

CWT1 CWT1

J

LEGEND

CWT = CERAMIC WALL TILE

SCALE: 1"=1'-0"

A-402

CASEWORK SECTION

A-402

ENLARGED PLAN

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

A-402

E

B

CA

G

I

A-402

ENLARGED PLAN

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

A-402

A-402

G

N

E

B

I

C

A

H

O

K

M

B

C

A

I

D

H

O

G

B

E

G

NJ C D

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

A-403

CASEWORK ELEVATION

A-403

BREAKROOM 112SCALE: 1"=1'-0"

A-403

CASEWORK SECTION

A-403

REF

ENLARGED PLAN

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

A-403

BREAKROOM 112

DOOR AND FRAME TYPES

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

A

DOOR DETAILS

HOLLOW METAL (HM) DOOR WITH

HOLLOW METAL FRAME W/ 2" FACE

DOOR

NUMBER

TYPE WIDTH HEIGHT THICKNESS MATERIAL

DOOR TYPE FIRE

RATING

STC

RATING

7'-0" HM

FRAME

MATERIAL HEAD

DETAILS

JAMB SILL COMMENTS

DOOR SCHEDULE

HM1 3/4"B

B

HOLLOW METAL (HM) DOOR WITH

HOLLOW METAL FRAME W/ 4" FACE

-101 6'-8" HM HM1 3/4"A

- 50102A 6'-8" HM3'-0" HM1 3/4"A 8/A-6017/A-601 9/A-601

- 50102B 7'-0" HM4'-0" HM1 3/4"A 2/A-6011/A-601 4/A-601

- 50102 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

-103 7'-0" HM3'-0" HM1 3/4"B

- 50

104 7'-0" HM3'-0" HM1 3/4"B

-105 7'-0" HM3'-0" HM1 3/4"A 2/A-6011A-601 3/A-601

- 50106 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

- -108 7'-0" HM3'-0" HM1 3/4"A 6/A-6015/A-601 ----

- -109 7'-0" HM3'-0" HM1 3/4"A 6/A-6015/A-601

- -110 7'-0" HM3'-0" HM1 3/4"A 6/A-6015/A-601

- 50111 7'-0" HM3'-0" HM1 3/4"B 8/A-6017/A-601 9/A-601

- 50111A 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

- -112 6'-8" HM HM1 3/4"C

- 50112A 7'-0" HM HM1 3/4"B

- 50114 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

-115 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

- 50117 7'-0" HM4'-0" HM1 3/4"A 2/A-6011/A-601 4/A-601 (SIM)

- 50117A 7'-0" HM4'-0" HM1 3/4"A 2/A-6011/A-601 4/A-601

- -118 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 4/A-601

- 50119 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

- 50120 7'-0" HM3'-0" HM1 3/4"B 8/A-6017/A-601 9/A-601

- 50122 7'-0" HM3'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

- 50123 7'-0" HM4'-0" HM1 3/4"A 2/A-6011/A-601 3/A-601

- 50124 7'-0" HM4'-0" HM1 3/4"A 2/A-6011/A-601 4/A-601 (SIM)

-125 7'-0" HM3'-0" HM1 3/4"A 8/A-6017/A-601 9/A-601

- -127 7'-0" HM3'-0" HM1 3/4"A 6/A-6015/A-601

- -129 6'-8" HM3'-0" HM1 3/4"A 11/A-60110/A-601 9/A-601 (SIM)(PR) 3'-0"

(PR) 3'-0"

(PR) 3'-0"

104A 7'-0" HM3'-0" HM1 3/4"B 8/A-6017/A-601 9/A-601 EMERGENCY EXIT ONLY

- 50

KEYNOTES:

EMERGENCY EXIT ONLY

- 50130 7'-0" HM3'-0" HM1 3/4"B 8/A-601(SIM)7/A-601(SIM)(PR) 3'-0"

107 NOT USED

(PR) 3'-0"

(PR) 3'-0"

113 NOT USED

116 NOT USED

EMERGENCY EXIT ONLY

121 NOT USED

126 NOT USED

128 B - -7'-0" HM HM1 3/4"(PR) 3'-0"

- 50123A 7'-0" HM HM1 3/4"B 8/A-6017/A-601 9/A-6013'-0"

COORDINATE ALL DOORS AND HARDWARE WITH ELECTRONIC ACCESS CONTROL SYSTEM

REQUIREMENTS.

NOTES:

C

HOLLOW METAL (HM) DOOR WITH

HOLLOW METAL FRAME W/ 2" FACE

8/A-6017/A-601 9/A-601

(PR) 3'-0"

(PR) 3'-0"

A-602

FFE

A-602

WINDOW TYPES

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

EMERGENCY EXIT ONLY

EMERGENCY EXIT ONLY

- -131 6'-8" HM3'-0" HM1 3/4"A 11/A-60110/A-601 9/A-601 (SIM)

CDX-10 LOCKSET REQUIRED

CDX-10 LOCKSET REQUIRED

CDX-10 LOCKSET REQUIRED

CDX-10 LOCKSET REQUIRED

CDX-10 LOCKSET REQUIRED

CDX-10 LOCKSET REQUIRED

CDX-10 LOCKSET REQUIRED

CDX-10 LOCKSET REQUIRED

8/A-6017/A-601 9/A-601

HARDWARE SET

16A

16C 16B

A-601

3"=1'-0"

DOOR HEAD

A-601

3"=1'-0"

DOOR JAMB

A-601

3"=1'-0"

DOOR HEAD

A-601

3"=1'-0"

DOOR JAMB

A-601

3"=1'-0"

DOOR HEAD

A-601

3"=1'-0"

DOOR JAMB

A-601

3"=1'-0"

DOOR SILL

A-601

3"=1'-0"

DOOR THRESHOLD

A-601

3"=1'-0"

DOOR HEAD

A-601

3"=1'-0"

DOOR JAMB

STC 50 (MIN)

STC 50 (MIN)

STC 50 (MIN)

A-601

3"=1'-0"

DOOR SILL DETAIL

PER ICS 705 WALL TYPE "A" -SOUND GROUP 4, STC 50

-1'-4" NEW

FINISHED

FLOOR

A-602

3"=1'-0"

WINDOW JAMB

A-602

3"=1'-0"

WINDOW HEAD

FURNITURE PLAN

EQUIPMENT LEGEND:

TRUE

NORTH

PROJECT

NORTH

TVM

TVM

MW

REF

TVM TVM

VP

UCC

SAFE

SPNPCC

SH

VP

UCC

SAFE

SP

NP

CC

SH

UCC

SAFE

SPNPCC

SH

VP

SP

NP

FAX

SAFE

UCC

SH

TB

LRU

NP SPSH

TVM

SB

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LAB CONTROL

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IT / SEC

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LAB

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ELECTRICAL

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EPAWSS ITS PAO CHILLER

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EPAWSS MSTS

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ANGRY KITTEN GLM 13 TEST STATION & ALQ-188 STS

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ALR-56C TEST BENCH 1&2

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BAE AUTO TEST

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TEWS

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NIP/SIP WORK STATION

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EPAWSS INST

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EPAWSS ITS

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AIR INPUT

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FRONT

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CEESIM (4 BAYS)

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NANO CEESIM (3 BAYS)

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CRAC

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CRAC

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CRAC

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CRAC

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CRAC

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TEWS INST

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CC

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MW

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NP

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REF

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SH

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SP

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TVM

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UCC

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VP

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CLASS COPIER

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MICROWAVE

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NIPR PRINTER

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REFRIGERATOR

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SAFE, CLASS TBD

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SHREDDER

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SIPR PRINTER

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TV MONITOR

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UNCLASS COPIER

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VICTORY PRINTER

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1. FF&E WILL BE PROCURED AND INSTALLED BY THE GOVERNMENT THROUGH THE AIR FF&E WILL BE PROCURED AND INSTALLED BY THE GOVERNMENT THROUGH THE AIR FORCE BPA OR GSA PROCESS. 2. THE SUCCESSFUL FF&E VENDOR WILL BE RESPONSIBLE FOR COORDINATION WITH THE THE SUCCESSFUL FF&E VENDOR WILL BE RESPONSIBLE FOR COORDINATION WITH THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO ANY ELECTRICAL OR COMMUNICATION DEVICES AND SUPPORT NECESSARY TO HANG ANY WALL MOUNTED ITEMS. 3. THE EXPOSED "L" & "T" INTERSECTIONS OF THE PANEL/WALL RUNS SHOULD HAVE A THE EXPOSED "L" & "T" INTERSECTIONS OF THE PANEL/WALL RUNS SHOULD HAVE A /WALL RUNS SHOULD HAVE A RUNS SHOULD HAVE A PREFORMED METAL FILLER COVER AND TOP CAPS ON THE SYSTEMS PANELS, UNLESS S ON THE SYSTEMS PANELS, UNLESS UNLESS INDICATED OTHERWISE. 4. OPEN ACCESS AREAS WITH NO MODESTY INTERFERENCE SHALL BE PROVIDED BELOW OPEN ACCESS AREAS WITH NO MODESTY INTERFERENCE SHALL BE PROVIDED BELOW THE WORKSURFACE OF ANY FREESTANDING DESKS FOR ACCESS TO WALL OUTLETS.

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FAX

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FAX MACHINE

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LRU

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SHIELDED BOX (SEE T-110 FOR EXACT LOCATION)

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FURNITURE PLAN

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96 CEG, OFFICE FORM 002, FY2013

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16BA

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27 SEPT 2017

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SHEET OF

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BASE CIVIL ENGINEER

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EGLIN AIR FORCE BASE, FLORIDA

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RENOVATE BLDG. #18-C FOR 53RD WG

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16BA

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JNF

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SYSTEMS FURNITURE VOICE, POWER AND DATA PLAN

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VOICE / DATA / POWER CODE KEY:

BF

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JAN.

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CORRIDOR

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LAB

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DUPLEX RECEPTACLE

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1. FF&E WILL BE PROCURED AND INSTALLED BY THE GOVERNMENT THROUGH THE AIR FF&E WILL BE PROCURED AND INSTALLED BY THE GOVERNMENT THROUGH THE AIR FORCE BPA OR GSA PROCESS. 2. THE SUCCESSFUL FF&E VENDOR WILL BE RESPONSIBLE FOR COORDINATION WITH THE THE SUCCESSFUL FF&E VENDOR WILL BE RESPONSIBLE FOR COORDINATION WITH THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO ANY ELECTRICAL OR COMMUNICATION DEVICES AND SUPPORT NECESSARY TO HANG ANY WALL MOUNTED ITEMS. 3. THE PRE-WIRED, POWER OUTLETS IN THE SYSTEMS FURNITURE SHALL BE IN THE THE PRE-WIRED, POWER OUTLETS IN THE SYSTEMS FURNITURE SHALL BE IN THE IN THE SYSTEMS FURNITURE SHALL BE IN THE SHALL BE IN THE BOTTOM, METAL RACEWAY. A THREE CIRCUIT POWER SYSTEM SHALL BE USED WITH TWO THREE CIRCUIT POWER SYSTEM SHALL BE USED WITH TWO CIRCUIT POWER SYSTEM SHALL BE USED WITH TWO CIRCUITS SHARING A GROUND BUT WITH SEPARATE NEUTRALS AND ONE CIRCUIT WITH A ING A GROUND BUT WITH SEPARATE NEUTRALS AND ONE CIRCUIT WITH A NEUTRALS AND ONE CIRCUIT WITH A S AND ONE CIRCUIT WITH A AND ONE CIRCUIT WITH A SEPARATE NEUTRAL AND GROUND. REFER TO THE ELECTRICAL DRAWINGS FOR CIRCUIT REQUIREMENTS IN EACH WORKSTATION. EACH WORKSTATION. EACH WORKSTATION. 4. THE SYSTEMS PANELS SHALL HAVE A FACTORY PROVIDED POWER FEED WHICH SHALL BE THE SYSTEMS PANELS SHALL HAVE A FACTORY PROVIDED POWER FEED WHICH SHALL BE CONNECTED TO THE BASE RACEWAY AND THE JUNCTION BOX IN THE WALL BY THE AND THE JUNCTION BOX IN THE WALL BY THE THE JUNCTION BOX IN THE WALL BY THE WALL BY THE FURNITURE VENDOR. 5. THE MINIMUM NUMBER OF POWER RECEPTACLES PER WORKSTATION IS EIGHT. THE THE MINIMUM NUMBER OF POWER RECEPTACLES PER WORKSTATION IS EIGHT. THE MAXIMUM NUMBER OF WORKSTATIONS PER BASE FEED IS SIX. 6. DATA CABLES SHALL BE RUN, BY THE GOVERNMENT, FROM THE PATCH PANELS IN THE DATA CABLES SHALL BE RUN, BY THE GOVERNMENT, FROM THE PATCH PANELS IN THE WALLS TO EACH WORKSTATION REMOTE FROM THE WALLS. 7. OPEN ACCESS AREAS WITH NO MODESTY INTERFERENCE SHALL BE PROVIDED BELOW OPEN ACCESS AREAS WITH NO MODESTY INTERFERENCE SHALL BE PROVIDED BELOW THE WORKSURFACE OF ANY FREESTANDING DESKS FOR ACCESS TO WALL OUTLETS. 8. SEGEMENTED TILES SHALL BE PROVIDED TO ALLOW UNDER WORKSURFACE TILES TO BE SEGEMENTED TILES SHALL BE PROVIDED TO ALLOW UNDER WORKSURFACE TILES TO BE REMOVED INORDER TO ROUTE BASE FEEDS FROM THE WALL TO INSIDE THE WORKSTATION, WHERE APPLICABLE, AND FOR ACCESS TO ANY WALL DEVICES. TILES SHOULD BE NON-SEQUENTIAL.

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COMMUNICATION OUTLET

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BASE FEED TO WALL CONNECTION

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POWER POLE

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96 CEG, OFFICE FORM 002, FY2013

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AS-BUILT

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JNF

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REVISION

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DATE

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DESCRIPTION

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BY

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CONTENTS

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FTFA

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PROJ. NO.

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APPROVED

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96 CEG/CEN

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APPROVED

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BASE CIVIL ENGINEER

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DRAWING NO.

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16BA

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FILE NO.

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DATE

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27 SEPT 2017

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SCALE

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AS SHOWN

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SHEET OF

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BASE CIVIL ENGINEER

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EGLIN AIR FORCE BASE, FLORIDA

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RENOVATE BLDG. #18-C FOR 53RD WG

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16BA

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JNF

AutoCAD SHX Text 9/27/2017

AutoCAD SHX Text 1/8"=1'-0"

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SCALE:

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SYSTEMS FURNITURE VOICE, DATA AND POWER PLAN

FLOOR FINISH PLAN

FLOOR FINISH & PATTERN LEGEND:

TRUE

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NORTH

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LOADING DOCK

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OFFICE

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LAB CONTROL

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VTC CONF.1

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IT / SEC

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COMM.

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VTC

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IT / SEC

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COMM.

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VTC

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CONF.2

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CEESIM LAB

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EQUIPMENT

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CORRIDOR

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ADMIN.

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JAN.

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CORRIDOR

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CORRIDOR

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PROGRAM #2

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LAB

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ELECTRICAL

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ESD-1

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1. REFER TO I-601 FINISH SCHEDULE AND LEGEND AND UFGS 09 06 90 SCHEDULE OF REFER TO I-601 FINISH SCHEDULE AND LEGEND AND UFGS 09 06 90 SCHEDULE OF 1 FINISH SCHEDULE AND LEGEND AND UFGS 09 06 90 SCHEDULE OF FINISH SCHEDULE AND LEGEND AND UFGS 09 06 90 SCHEDULE OF OF FINISHES. 2. REDUCER TRANSITION STRIPS SHOULD BE USED BETWEEN CARPET AND RESILIENT FLOORS. REDUCER TRANSITION STRIPS SHOULD BE USED BETWEEN CARPET AND RESILIENT FLOORS. AND RESILIENT FLOORS. RESILIENT FLOORS. FLOORS. FLOORS. 3. INSTALLATION METHODS: INSTALLATION METHODS: CPT-1 HORIZONTAL BRICK ASHLAR HORIZONTAL BRICK ASHLAR HORIZONTAL BRICK ASHLAR SDT-1 STRAIGHT GRAIN T-1 STRAIGHT GRAIN 1 STRAIGHT GRAIN STRAIGHT GRAIN STRAIGHT GRAIN LVT-1 QUARTER TURN T-1 QUARTER TURN 1 QUARTER TURN QUARTER TURN QUARTER TURN WOT-1 QUARTER TURN T-1 QUARTER TURN 1 QUARTER TURN PT-1 ONE THIRD OFFSET T-1 ONE THIRD OFFSET 1 ONE THIRD OFFSET 4. THE RAISED ACCESS FLOOR DOES NOT EXTEND TO THE NORTH WALL OR UP TO THE THE RAISED ACCESS FLOOR DOES NOT EXTEND TO THE NORTH WALL OR UP TO THE COLUMNS - REFER TO A-101 & A-311 FOR DETAILS. THE ACCESS FLOOR VENDOR SHALL PROVIDE FACTORY APPLIED ESD TILE TO THE PANELS AND THE GENERAL CONTRACTORS FLOORING VENDOR SHALL PROVIDE THE SAME ESD TILE ON THE SLAB PORTION. FLOORING SHALL BE FLUSH.

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LVT-1

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CPT-1

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PT-1

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SDT-1

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WOT-1

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EXISTING

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SC-1

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NOTE 4.

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96 CEG, OFFICE FORM 002, FY2013

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AS-BUILT

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JNF

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REVISION

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CONTENTS

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FTFA

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APPROVED

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96 CEG/CEN

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APPROVED

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BASE CIVIL ENGINEER

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DRAWING NO.

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16BA

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FILE NO.

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DATE

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27 SEPT 2017

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SCALE

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AS SHOWN

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SHEET OF

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BASE CIVIL ENGINEER

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EGLIN AIR FORCE BASE, FLORIDA

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RENOVATE BLDG. #18-C FOR 53RD WG

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16BA

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JNF

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SCALE:

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FLOOR FINISH PLAN

SIGNAGE PLAN

SYMBOL LEGEND:

TRUE

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LOADING DOCK

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OFFICE

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ADMIN.

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JAN.

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1. CORNER GUARDS (CG-1) SHOULD BE 6' HIGH AND INSTALLED ABOVE THE WALL BASE. CORNER GUARDS (CG-1) SHOULD BE 6' HIGH AND INSTALLED ABOVE THE WALL BASE. 2. REFER TO I-602 SIGNAGE SCHEDULE & TYPES. REFER TO I-602 SIGNAGE SCHEDULE & TYPES. 3. REFER TO I-601 FINISH SCHEDULE & LEGEND AND UFGS 09 06 90 SCHEDULE OF REFER TO I-601 FINISH SCHEDULE & LEGEND AND UFGS 09 06 90 SCHEDULE OF FINISHES. 4. COORDINATE WALL DEVICES SUCH AS KEY PADS & SWITCHES WITH SIGNAGE PLACEMENT.COORDINATE WALL DEVICES SUCH AS KEY PADS & SWITCHES WITH SIGNAGE PLACEMENT.

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ROOM SIGN SYMBOL - SEE SHEET I-602 FOR SIGNAGE SCHEDULE AND SIGN TYPES

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SIGNAGE PLAN

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96 CEG, OFFICE FORM 002, FY2013

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AS-BUILT

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JNF

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96 CEG/CEN

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BASE CIVIL ENGINEER

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16BA

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FILE NO.

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DATE

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27 SEPT 2017

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AS SHOWN

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SHEET OF

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BASE CIVIL ENGINEER

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EGLIN AIR FORCE BASE, FLORIDA

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RENOVATE BLDG. #18-C FOR 53RD WG

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16BA

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JNF

9/27/2017

FINISH KEY:

REMARKS:

FINISH SCHEDULE

FINISH LEGEND

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CWT 1

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CWT 2

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LEGEND:

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TYPICAL WALL TILE PATTERN FOR RESTROOMS

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FINISH SCHEDULE AND LEGEND

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ROOM NUMBER

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ROOM NAME

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BASE FINISH

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COMMUNICATIONS

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FLOOR

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FINISH

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MATERIAL

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SOUTH WALL

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1. WOOD DOORS (WD-1) SHALL BE STAINED. WOOD DOORS (WD-1) SHALL BE STAINED. 2. DOOR FRAMES SHALL BE PAINTED P-3. DOOR FRAMES SHALL BE PAINTED P-3. 3. ESD FLOOR SHALL BE FACTORY APPLIED TO THE ACCESS FLOOR SYSTEM. ESD FLOOR SHALL BE FACTORY APPLIED TO THE ACCESS FLOOR SYSTEM. 4. INSTALL ALL LARGE FORMAT TILE, 12"X24", WITH A ONE THIRD OFFSET. INSTALL ALL LARGE FORMAT TILE, 12"X24", WITH A ONE THIRD OFFSET. 5. REFER TO I-102 FLOOR FINISH PLAN FOR FLOORING LIMITATIONS. REFER TO I-102 FLOOR FINISH PLAN FOR FLOORING LIMITATIONS. 6. REFER TO I-104 SIGNAGE PLAN AND I-602 SIGNAGE TYPES AND SCHEDULE FOR REFER TO I-104 SIGNAGE PLAN AND I-602 SIGNAGE TYPES AND SCHEDULE FOR LOCATIONS AND DETAILS AND 09 06 90 SCHEDULE OF FINISHES FOR THE FINISHES. 7. REFER TO UFGS 09 06 90 SCHEDULE OF FINISHES FOR FURTHER DOCUMENTATION OF REFER TO UFGS 09 06 90 SCHEDULE OF FINISHES FOR FURTHER DOCUMENTATION OF THE FINISHES. 8. PRODUCT DESCRIPTION AND DISCLAIMER: MANUFACTURER, STOCK NUMBER & SALIENT PRODUCT DESCRIPTION AND DISCLAIMER: MANUFACTURER, STOCK NUMBER & SALIENT PRODUCT CHARACTERISTICS ARE LISTED FOR REFERENCE AND COLOR IDENTIFICATION PURPOSES ONLY. THE LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT THE SELECTION OF MATCHING COLORS PROVIDED BY OTHER MANUFACTURERS.

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PROGRAM 2 ADMIN

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96 CEG, OFFICE FORM 002, FY2013

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27 SEPT 2017

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EGLIN AIR FORCE BASE, FLORIDA

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RENOVATE BLDG. #18-C FOR 53RD WG

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16BA

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JNF

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CMU

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CMU

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SC

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EXT

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AF

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AF

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LVT-1

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LVT-1

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LVT-1

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LVT-1

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LVT-1

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LVT-1

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LVT-1

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LVT-1

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ESD-1

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ESD-1

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SDT-1

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SDT-1

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EXT

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EXT

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CTB-1

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CWT-1

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TBB

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CWT1,2,3

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TBB

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CWT1,2,3

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TBB

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CWT1,2,3

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TBB

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CWT1,2,3

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ACT

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ACT-1

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TBB

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CWT1,2,3

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TBB

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CWT1,2,3

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TBB

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CWT1,2,3

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TBB

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GYP

AutoCAD SHX Text P-4

AutoCAD SHX Text

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GYP

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ACT

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ACT-1

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GYP

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GYP

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GYP

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RB-1

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ACT

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ACT-1

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CWT-1

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CWT1,2,3

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TBB

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CWT1,2,3

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TBB

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CWT1,2,3

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TBB

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CWT1,2,3

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TBB

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PROGRAM 2 LAB

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GYP

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EXP

AutoCAD SHX Text P-4

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GYP

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GYP

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GYP

AutoCAD SHX Text P-1

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AutoCAD SHX Text P-1

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RB-1

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AF

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ESD-1

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GYP

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GYP

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AutoCAD SHX Text P-1

AutoCAD SHX Text

GYP

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GYP

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AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

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AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

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AutoCAD SHX Text P-2

AutoCAD SHX Text P-2

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AutoCAD SHX Text

MANU: MANNINGTON- STYLE: NASHVILLE 14325, COLOR: QUEEN VILLAGE, SIZE: 18" X 36"

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CODE

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DESCRIPTION & SIZE

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REMARKS

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ACT-1

AutoCAD SHX Text MANU: ARMSTRONG- STYLE: ULTIMA #1901, TEGULAR EDGE, SIZE: 2' X 2' X 3/4", COLOR: WHITE, GRID: 15/16" WHITE

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CPT-1

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MANU: SHERWIN WILLIAMS, COLOR: SW7029 AGREEABLE GRAY

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GENERAL WALL PAINT

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MANU: SHERWIN WILLIAMS, COLOR: SW7030 ANEW GRAY

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SECONDARY WALL PAINT

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MANU: SHERWIN WILLIAMS, COLOR: SW7005 PURE WHITE

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CEILING PAINT

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RB-1

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INSTALL HORIZONTAL BRICK ASHLAR

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MANU: ARMSTRONG- STYLE: SDT, COLOR: 51950 MARBLE BEIGE, SIZE: 12" X 12"

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INSTALL STRAIGHT GRAIN & SQUARE WITH ROOM

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SDT-1

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WOT-1

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MANU: MANNINGTON, STYLE: TRAVERSE, COLOR: BROWN THRASHER 8509, SIZE: 24" X 24"

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INSTALL QUARTER TURNED

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MANU: FLEXCO TYPE: THERMOPLASTIC RUBBER, COLOR: LIGHT GRAY 025, SIZE: 4" HIGH

AutoCAD SHX Text

CG-1

AutoCAD SHX Text MANU: CS GROUP- STYLE: ACROVYN, SURFACE…

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