N4008518B0042 Drawings_Part3.pdf

DA21

DA21

DA3

DA11

DA43

DA43

DA1

DA20

DA31

DA16

DA1

DA16

DA6

DA5

DA4

DA14

DA4

REPAIR SPALLING CONCRETE -

SEE DETAILS 1/AD501 & 2/AD501

REPAIR SPALLING CONCRETE-

SEE DETAIL 1/AD501

ALLOW 15 EACH THIS TYPE

REPAIR SPALLING CONCRETE -

SEE DETAIL 2/AD501

ALLOW 60 EACH THIS TYPE

REPAIR CONCRETE ANCHOR

ALLOW 15 EACH THIS TYPE

DA1

DA2

SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

DEMOLITION PHOTOS

AD901

38 14315 MAY 2020

60023996

15153V

N40085-18-B-0042

05-18-0042

DA1 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPARE OPENING FOR NEW DOOR AND FRAME.

DA2 DEMOLISH EXISTING WINDOW AND FRAME. PREPARE OPENING FOR NEW WINDOW AND FRAME.

DA3 DEMOLISH EXISTING FLOOR FINISH COMPLETE. CLEAN AND PREPARE EXISTING CONCRETE SLAB FOR NEW FINISHES.

DA4 DEMOLISH EXISTING CERAMIC WALL TILE COMPLETE. PREPARE CONCRETE MASONRY FOR NEW FINISHES.

DA5 DEMOLISH EXISTING THINSET CERAMIC TILE FLOOR TILE, CERAMIC WALL BASE AND THRESHOLDS. CLEAN AND PREPARE EXISTING CONCRETE SLAB FOR NEW PORCELAIN TILE

INSTALLATION.

DA6 DEMOLISH EXISTING FLOOR DRAIN, SHOWER PAN, AND WATERPROOFING MEMBRANE COMPLETE. PREPARE FLOOR FOR NEW SHOWER PAN AND FLOOR DRAIN COVER.

DA11 DEMOLISH ALL EXISTING CEILING FINISHES. REMOVE TEXTURED CEILING FINISH DOWN TO CONCRETE SUBSTRATE. PATCH ALL DEFECTIVE AREAS PRIOR TO APPLICATION. SEE FINISH

SCHEDULE.

DA14 DEMOLISH ALL EXISTING TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TO: TOILET TISSUE DISPENSER, SOAP DISPENSER, TOWEL BARS, SHOWER ROD, SHOWER CURTAIN, GRAB

BAR AND INTEGRAL TRASH/TOWEL RECEPTACLE.

DA16 DEMOLISH EXISTING VANITY CABINET, INCLUDING, BUT NOT LIMITED TO: PORCELAIN SINK, PLUMBING TRIM, PLASTIC LAMINATE COUNTERTOP, AND WALL MOUNTED MIRROR ABOVE.

DA20 DEMOLISH AND REMOVE EXISTING ROOF HATCH, PREPARE OPENING FOR NEW ROOF HATCH.

DA21 DEMOLISH EXISTING CONCRETE GUARDRAILS AT BALCONY COMPLETE. PREPARE FOR NEW METAL GUARDRAIL.

DA31 DEMOLISH EXISTING GYPSUM WALLBOARD AND FRAMING.

DA43 REMOVE WAINSCOT. PATCH AND PREPARE WALL FOR NEW PAINT

SCALE: NOT TO SCALE1

CONCRETE BALCONY GUARD DEMO

SCALE: NOT TO SCALE2

LOUNGE DEMO

SCALE: NOT TO SCALE3

ROOF HATCH DEMO

SCALE: NOT TO SCALE5

SLEEPING ROOM INT SOFFIT DEMO

SCALE: NOT TO SCALE6

VANITY DEMO

SCALE: NOT TO SCALE7

SHOWER DEMO

SCALE: NOT TO SCALE8

EDGE SPALL

SCALE: NOT TO SCALE9

OUTRIGGER SPALL

SCALE: NOT TO SCALE11

REBAR END SPALLSCALE: NOT TO SCALE10

TOP ANCHOR SPALL

SCALE: NOT TO SCALE4

SLEEPING ROOM EXTERIOR DEMO

REVISIONS

SYM. DESCRIPTION DATE APPROVED

W

W W

W W

W W

D D D

D D

D D

D D

D D W

W

W W

W

D D

D

W W

W W

D D

D

W W

W W

D D

D

W

A-201

A-201

A-201

A-201

A-301A-401

A-403

100B

140A

140B135

A

B

100A173B173A

A-301

A-3011 C

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

M E

C H

A N

IC

A

L

LAUNDRY

T O

IL

E

T R

O O

M

ELECTRICAL

DUTY

C O

R R

ID

O

R

L A

U N

D R

Y R

O O

M

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

D

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

101B

101C

103B

103C

104B

104C106C

106B

113B

113C

116B

116C

118B

118C

115B

115C

121B

121C

124C

124B

123B

123C

126B

126C

127B

127C

130B

130C

132B

132C

129B

129C

141B

141C

143B

143C

144B

144C

146B

146C

147B

147C

149B

149C

150B

150C

152B

152C

155B

155C

157B

157C

158B

158C

160B

160C

161B

161C

163B

163C

164B

164C

166B

166C

167B

167C

169B

169C

170B

170C

172B

172C

140E

TYP. ALL

BEDROOM

SUITES

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A-302

A1

A1A1

A1A1

A1

C

A

A A

A

B B

BB

B B

BB

B B

BB

B B

BB

B B

BB

A A

BB

A A

BB

A A

BB

A A

BB B

F E

C

F E

C F

E C

F E

C

F E

C

A3

A3

A3

305'-8"

FIRE EXTINGUISHER

CABINET - TYP FIVE

(5) PER FLOOR

107B

107C

A-302

A-302

A-302

A-302

106D

101D

CENTRAL STAIR

A

B109B

109C

112C

112B 110B

110C

B

A

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A42 A42

A42A42

A-301

A-401

A

A-301

A-301

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

CENTRAL STAIR

LAUNDRY

T O

IL

E

T R

O O

M

ELECTRICAL

C O

R R

ID

O

R

COMM ROOM

LOUNGE

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

273A 273B 200B 200A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

240B

240A

B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

201B

201C

203B

203C

204B

204C206C

206B

207B

207C

209B

209C

210B

210C

212B

212C

213B

213C

215B

215C

216B

216C

218B

218C

221B

221C

223B

223C

224B

224C

226B

226C

227B

227C

229B

229C

230B

230C

232B

232C

241B

241C

243B

243C

244B

244C

246B

246C

247B

247C

249B

249C

250B

250C252C

252B

255B

255C

257B

257C

258B

258C

260B

260C

261B

261C

263B

263C

264B

264C

266B

266C

267B

267C

269B

269C

270B

270C

272B

272C

A1

A1

A1

A1

A1

A1

A4A4A4A4

A4A4A4A4

C

A A

AA

B B

BB

B B

BB

B B

BB

B B

BB

B B

BB

A A

BB

A A

BB

A A

BB

A A

BB

F E

C F

E C

F E

C

F E

C F

E C

A3

A3

A3

315'-0"

FIRE EXTINGUISHER

CABINET - TYP FIVE

(5) PER FLOOR

206D

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

A43

A43

A43

A43

A43 A43A43

A43

A43

A43

A43

A43

A-301A-401

A

A-301

A-301

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

LAUNDRY

T O

IL

E

T R

O O

M

ELECTRICAL

C O

R R

ID

O

R

STORAGE

LOUNGE

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

SLEEPING ROOM

BATHROOM

SLEEPING ROOM

300B373B

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

B

A

340B

340A

B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

300A373A

301B

301C

303B

303C

304B

304C

306B

306C

307B

307C

309B

309C

310B

310C

312B

312C

313B

313C

315B

315C

316B

316C

318B

318C

321B

321C

323B

323C

324B

324C

326B

326C

327B

327C

329B

329C

330B

330C

332B

332C

341B

341C

343B

343C

344B

344C

346B

346C

347B

347C

349B

349C

350B

350C

352B

352C

355B

355C

357B

357C

358B

358C

360B

360C

361B

361C

363B

363C

364B

364C

366B

366C

367B

367C

369B

369C

370B

370C

372B

372C

A1

A1

A1

A1

A1

A1

A4A4A4A4

A4A4A4A4

C

A A

AA

B B

BB

B B

BB

B B

BB

B B

BB

B B

BB

A A

BB

A A

BB

A A

BB

A A

BB

F E

C F

E C

F E

C

F E

C

F E

CA3

A3

A3

FIRE EXTINGUISHER

CABINET - TYP FIVE

(5) PER FLOOR

306D

CENTRAL STAIR

B

A

B

A

B

A

B

A

B

A

B

A

B

A

A

B

B

A

B

A

A43A43 A43

A43 A43 A43

A43

A43

A43

A43

A43

A43

1. COORDINATE WITH DEMOLITION AND CONSTRUCTION PLANS AND

NOTATION ON SHEETS AD101, AD102, AD401, AD402, AND A-101.

2. SEE REFLECTED CEILING PLAN A-102 FOR AREAS TO RECEIVE NEW

CEILING FINISHES, MATERIALS, HEIGHTS, ETC. SEE FINISH SCHEDULE

SHEET A-601 FOR ALL MATERIAL AND COLOR SELECTIONS, AS PER

FINISH DESIGNATIONS FOR EACH IDENTIFIED ROOM ON THE

CONSTRUCTION PLAN. WHERE DOORS ARE INDICATED AS NUMBERED

IN THE CONSTRUCTION PLAN, REFER TO THE DOOR SCHEDULE ON

SHEET A-602 FOR NEW DOOR DESCRIPTIONS, INCLUDING NEW DOOR

FRAME.

3. SEE ENLARGED CONSTRUCTION PLANS AS DENOTED FOR SPECIFIC

CONSTRUCTION SCOPE OF WORK AT INDICATED AREAS.

4. SEE LS101 LIFE SAFETY CODE COMPLIANCE SUMMARY AND LS102

LIFE SAFETY PLAN FOR LOCATIONS AND RATINGS OF FIRE RATED

WALLS.

5. FOR ALL RESTROOMS, SEE ENLARGED PLANS AND ELEVATIONS

SHEET FOR ALL ACCESSORIES AND DELINEATION OF FINISHES. GRAPHIC SCALE

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

816 16

GENERAL NOTES SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

PLAN NORTH

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

FLOOR PLANS

A-101

39 14315 MAY 2020

60023997

15153V

N40085-18-B-0042

05-18-0042

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

FIRST FLOOR PLAN

SCALE: 3/32" = 1'-0"2

SECOND FLOOR PLAN

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

THIRD FLOOR PLAN

A1 DOOR AND FRAME. SEE DOOR SCHEDULE FOR DETAILS.

A3 RETROFIT STAIR TREAD INSTALLATION AT EACH STAIR

NOSING/TREAD, SEE DETAIL 7/A-501.

A4 METAL GUARDRAIL AT BALCONY PROJECTION IN PLACE

OF CONCRETE GUARDRAIL. EXISTING METAL

GUARDRAIL AT WALKWAY TO REMAIN. SEE SHEET A-503

FOR DETAILS.

A42 NEW SIDEWALK. SEE 9/C-502

A43 EXTERIOR PEDESTRIAN TRAFFIC COATING AT ALL

ELEVATED WALKWAYS AND STAIR LANDINGS. SEE

SPECIFICATION 09 67 23.13

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

A-301

A-301

A-301

A-402

TYP. ALL

BEDROOM

SUITES

A28A28A28A28

A28A28A28A28

A-403

A-301

A-301

A-301

A-402

A-301

A-301

A-301

A-402

2 X 2 ACT

CEILING

TYPE X IMPACT

RESISTANT AND

MOISTURE RESISTANT

GWB CEILING

2X2 LIGHT

FIXTURE

SUPPLY

DIFFUSER

RETURN

DIFFUSER

RECESSED

LIGHT FIXTURE

RECESSED SQUARE

LIGHT FIXTURE

CEILING MOUNTED

LIGHT FIXTURE

RECTANGULAR

EXHAUST FAN

ACCESS PANEL

EXIT SIGN

2X4 LIGHT

FIXTURE

1X4 LIGHT

FIXTURE

VANITY LIGHT

FIXTURE

METAL PANEL

CEILING

WALL MOUNT LIGHT

FIXTURE

CIRCULAR EXHAUST

FAN

E

GRAPHIC SCALE

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

816 16

REFLECTED CEILING PLAN LEGEND SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

PLAN NORTH

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

REFLECTED CEILING PLANS

A-102

40 14315 MAY 2020

60023998

15153V

N40085-18-B-0042

05-18-0042

A28 REPAIR SPALLING CONCRETE.

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

FIRST FLOOR REFLECTED CEILING PLAN

SCALE: 3/32" = 1'-0"2

SECOND FLOOR REFLECTED CEILING PLAN

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

THIRD FLOOR REFLECTED CEILING PLAN

A-301

A-301

A-301

A22

A22

A22

A22

A22

A22

A22A22 A22 A22

A21

A19

5" / 12"

A-103

E X

P A

N S

IO

N

J O

IN

T

E X

P A

N S

IO

N

J O

IN

T

43'-6 1/4"14'-7 1/2"57'-4 1/2"14'-7 1/2"

A22

A22 A23

A23

A23A23

A23A23

A23A23

A23A23

A23A23

A23A23

A23A23

A23A23

A23

A23 LIGHTNING PROTECTION. SEE ELECTRICAL

DRAWINGS

OSHA COMPLIANT FALL PROTECTION SYSTEM.

POST LOCATIONS ABOVE PRE-ENGINEERED METAL

TRUSSES BELOW.

A37A37 A37A37 A37

A37

A37A37 A37A37 A37

A37

A22A22A22A22A22

A22

5" / 12"

A-301

A-301

A-301

A-103

D R

A F

T S

T O

P

D R

A F

T S

T O

P

D R

A F

T S

T O

P

D R

A F

T S

T O

P

D R

A F

T S

T O

P

D R

A F

T S

T O

P

CAT WALK - SEE STRUCTURAL CAT WALK - SEE STRUCTURAL

D R

A F

T S

T O

P

400A400B400C400D400E400F400G

A25A25A25A25

A25 A25 A25 A25

A24

38'-0" 46'-8" 40'-2" 43'-10" 46'-8" 38'-0" 31'-9 5/8"

A-502

A-502

5'-8"

ROOF HATCH ABOVE

ROOF ACCESS LADDER

LINE OF PLATFORM

EDGE

CLEAR

3'-4"2HR RATED

ACCESS

HATCH

A-502

CRICKET

3'-0" x 3'-0" ACCESS HATCH

AND ONE PIECE WELDED

AND WATERTIGHT CURB

RIDGE

FALL PROTECTION CABLE

3'-0"

02 4 8134

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

GRAPHIC SCALES

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

816 16

GENERAL NOTES SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

PLAN NORTH

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

ROOF PLAN

A-103

41 14315 MAY 2020

60023999

15153V

N40085-18-B-0042

05-18-0042

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

ROOF PLAN

A19 RIDGE VENT

A21 ROOF EXPANSION JOINT - FIELD VERIFY EXISTING BUILDING

EXPANSION JOINT LOCATION. ALIGN NEW ROOFING EXPANSION

JOINT WITH EXISTING BUILDING JOINT.

A22 GUTTER

A23 DOWNSPOUT WITH 6X6 GALVANIZED STEEL COVER. SEE CIVIL FOR

UNDERGROUND DRAIN CONNECTION DETAILS.

A24 ROOF ACCESS HATCH. SEE SHEET A-502 FOR DETAILS.

A25 ALUMINUM GABLE VENT LOUVER. SEE 5/A-502 FOR DETAILS.

A37 THROUGH ROOF PLUMBING VENT PENETRATION. SEE DRAWING

8/A-502 FOR DETAIL.

SCALE: 3/32" = 1'-0"2

ATTIC PLAN

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

A-103

ENLARGED PLAN - CATWALK

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

A-103

ENLARGED PLAN - ROOF HATCH

1. CONTRACTOR SHALL REPLACE DAMAGED

SHEATHING IF ENCOUNTERED. BID SHALL

INCLUDE 500 SF ROOF SHEATHING

REPLACEMENT MATERIAL AND LABOR.

V

V

V

V

A-203

A-203

A-203

A-203

1'-4" 6'-0" 1'-4" 6'-4" 1'-4" 6'-0" 1'-4"

2"

1'-4" 21'-0" 1'-4"

2" TYP.

23'-8" 2" 23'-8"

1'-4" 6'-0"

1'-4"

6'-4"

1'-4"

6'-0"

1'-4" 2" 1'-4"

6'-4"

1'-4"

6'-0"

1'-4"

6'-0" 1'-4"

23'-8" 2" 23'-8"

2"

1'-3 1/2"

20'-9" 1'-3 1/2"

2"

A-203

"4

" 1

"4

A-203

A-203

MECHANICAL

BUILDING

A501

MECHANICAL

YARD

A502

A-203

47'-6"

LEVEL CHILLER PAD

SLOPE

S L O

P E

S L O

P E

FABRICATED GATE

TO MATCH FENCING

2'-0"8'-0"

A

501B

DOWNSPOUT AND

SPLASHBLOCK (TYP.)

A-203

4" / 12"4" / 12"

2'-0" 23'-4" 2'-0"

27'-4"

A-203

OPEN TO

STRUCTURE

GRAPHIC SCALE

02 4 8134

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

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

PLAN NORTH

CEMS ENGINEERING

R. LEONARD

M. SMITH

M. SMITH

REPAIRS BEQ HP510

MECHANICAL YARD FLOOR, REFLECTED

CEILING, AND ROOF PLAN

A-104

42 14315 MAY 2020

60024000

15153V

N40085-18-B-0042

05-18-0042

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

MECHANICAL YARD FLOOR PLAN

SCALE: 1/4" = 1'-0"2

MECHANICAL YARD ROOF PLAN

SCALE: 1/4" = 1'-0"3

MECHANICAL YARD REFLECTED CEILING PLAN

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

A-301

A-301A-202

5"

12"

A19A20

A22A26A26A22 A26A22

A19

A22

EXISTING BUILDING EXPANSION JOINT.

NEW BACKER ROD AND SEALANT.

A20A26

TYP. ALL

BALCONY

LOCATIONS

A AB BB BB BB BB BA AA AA AA A

A AB BB BB BB BB BA AA AA AA A

A AB BB BB BB BB BA AA AA AA A

A16A16A16

A25 A25 A25 A25 A22A26

A20

A22A26A20A22 A26

5"

12"

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

A-301

A19 A37A37

5"

12"

5"

12"

A20

A22 A26A22A26

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

A-301

EXISTING BUILDING EXPANSION JOINT.

NEW BACKER ROD AND SEALANT.

A-301

A26A22A26A22 A26A22A26A22A26 A22 A20

A20 A19 A21 A19

5"

12"

OSHA COMPLIANT FALL PROTECTION SYSTEM.

POST LOCATIONS ABOVE PRE-ENGINEERED

METAL TRUSSES BELOW.

A A B B B B B B B B B B B B B B B B B B

A A B B B B B B B B B B B B B B B B B B

A A B B B B B B B B B B B B B B B B B B

B

A25 A25 A25 A25A22 A26

A24 A20

A22 A26 A20

5"

12"

A-202

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

A-301A19A20

A22A22A26 A26

A37

5"

12"

5"

12"

GRAPHIC SCALE

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

816 16

SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

BUILDING ELEVATIONS

A-201

43 14315 MAY 2020

60024001

15153V

N40085-18-B-0042

05-18-0042

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

A-101

SOUTH ELEVATION

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

A-101

WEST ELEVATION

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

A-101

NORTH ELEVATION

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

A-101

EAST ELEVATION

A16 INFILL EXISTING OPENING WITH CONCRETE AND BRICK MASONRY.

A19 RIDGE VENT

A20 STANDING SEAM METAL ROOF

A21 ROOF EXPANSION JOINT - FIELD VERIFY EXISTING BUILDING EXPANSION

JOINT LOCATION. ALIGN NEW ROOFING EXPANSION JOINT WITH EXISTING

BUILDING JOINT.

A22 GUTTER

A24 ROOF ACCESS HATCH. SEE SHEET A-502 FOR DETAILS.

A25 ALUMINUM GABLE VENT LOUVER. SEE 5/A-502 FOR DETAILS.

A26 ALUMINUM FASCIA.

A37 THROUGH ROOF PLUMBING VENT PENETRATION. SEE DRAWING 8/A-502

FOR DETAIL.

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

A25

A1 A2

A1 A2

A1 A2

A-302

A23A23

A4

A4

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

GRAPHIC SCALE

1 2 42

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

SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

ENLARGED BUILDING ELEVATIONS

A-202

44 14315 MAY 2020

60024002

15153V

N40085-18-B-0042

05-18-0042

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

A-201

ENLARGED ELEVATION - BALCONY

A1 DOOR AND FRAME. SEE DOOR SCHEDULE FOR DETAILS.

A2 WINDOW AND FRAME. SEE WINDOW SCHEDULE FOR DETAILS.

A4 METAL GUARDRAIL AT BALCONY PROJECTION IN PLACE OF

CONCRETE GUARDRAIL. EXISTING METAL GUARDRAIL AT WALKWAY

TO REMAIN. SEE SHEET A-503 FOR DETAILS.

A23 DOWNSPOUT WITH 6X6 GALVANIZED STEEL COVER. SEE CIVIL FOR

UNDERGROUND DRAIN CONNECTION DETAILS.

A25 ALUMINUM GABLE VENT LOUVER. SEE 5/A-502 FOR DETAILS.

REVISIONS

SYM. DESCRIPTION DATE APPROVED

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

A-201

ENLARGED ELEVATION - COMMON AREA

T.O. STRUCTURE

10'-8"

PRECAST

CONCRETE

PIER CAP

FACE BRICK

8' H. ORNAMENTAL

BLACK ALUM.

FENCE

DOWNSPOUT AND SPLASHBLOCK

FIRST FLOOR

0"

T.O. STRUCTURE

10'-8"

STANDING SEAM

METAL ROOF

FACE BRICK

ALUMINUM FASCIA

DOWNSPOUT AND

SPLASHBLOCK

DOWNSPOUT AND

SPLASHBLOCK

FIRST FLOOR

0"

T.O. STRUCTURE

10'-8"

ALUM.

FABRICATED

GATE

DOWNSPOUT AND SPLASHBLOCK

FIRST FLOOR

0"

T.O. STRUCTURE

10'-8"

8' H. ORNAMENTAL

BLACK ALUM.

FENCE

FIRST FLOOR

0"

T.O. STRUCTURE

10'-8"

T.O. FOOTING

-1'-4"

2'-0"

6" CONCRETE SLAB ON GRADE -

SEE STRUCTURAL

CONCRETE FOOTING -

SEE STRUCTURAL

8" CMU W/ HORIZONTAL

REINFORCING @ 16" O.C.

6" CONCRETE SLAB ON GRADE -

SEE STRUCTURAL

BACKER ROD AND SEALANT

BRICK VENEER W/ BRICK

ANCHOR TIES @ 16" O.C.

BOTH DIRECTIONS

THRU WALL FLASHING W/ OPEN

HEAD WEEP HOLES @ 16" O.C.

R-10 RIGID INSULATION

AIR SPACE

ROOF TRUSSES -

SEE STRUCTURAL

2 1/2" METAL STUD INSULATION

SUPPORTS @ 24" O.C.

PREFINISHED

FASCIA

2 LAYERS 2 1/2"

POLYISOCYANURATE

INSULATION BOARDS.

STAGGER JOINTS.

METAL DECK -

SEE

STRUCTURAL

VENTED

ALUMINUM SOFFIT

STANDING SEAM METAL

ROOFING

MORTAR NET

BITUMINOUS DAMPPROOFING PAINT PNT-1

4"

12"

SEE MECHANICAL DRAWINGS

FOR PENETRATION DETAILS

4" PREFINISHED

GUTTER

FIRST FLOOR

0"

T.O. FOOTING

-1'-4"

CONCRETE FOOTING -

SEE STRUCTURAL

GRADE

6" CONCRETE SLAB ON

GRADE

BRICK MASONRY PIER

BEYOND - SEE STRUCTURAL

8' H. ORNAMENTAL BLACK ALUM.

FENCE- MATCH BASE STANDARD

STYLE, COLOR AND FINISH

PRECAST CONCRETE PIER

CAP - SEE STRUCTURAL

EQ EQ

1%

1'-4"

7 5/8" 2"

2 1/4"

3 5/8"

1'-3 1/2"

AIR SPACE

BITUMINOUS DAMPPROOFING

BRICK TIES @ 16" O.C. EA. WAY

8" CMU MASONRY

2" RIGID INSULATION

4" BRICK MASONRY

FIRST FLOOR

0"

T.O. STRUCTURE

10'-8"

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

SCALE: 3/4"=1'-0"

12 2

GRAPHIC SCALES

02 4 8134

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

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

CEMS ENGINEERING

R. LEONARD

M. SMITH

M. SMITH

REPAIRS BEQ HP510

MECHANICAL YARD EXTERIOR ELEVATIONS,

SECTIONS, AND DETAILS

A-203

45 14315 MAY 2020

60024003

15153V

N40085-18-B-0042

05-18-0042

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

A-104

NORTH ELEVATION

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

A-104

EAST ELEVATION

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

A-104

SOUTH ELEVATION

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

A-104

WEST ELEVATION

SCALE: 3/4" = 1'-0"

A-104

SECTION THRU BUILDING

SCALE: 3/4" = 1'-0"

A-104

SECTION THRU MECH. YARD

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

A-104

CORNER PILASTER DETAIL

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

A-104

WEST ELEVATION - BUILDING

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

T.O. FOOTING

-1'-4"

A-301

A-302

R-40 LOOSE FILL INSULATION

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

T.O. FOOTING

-1'-4"

A-301

A-302

LOUNGE

MECHANICAL

MECHANICAL

MECHANICAL

LAUNDRY ROOM

LOUNGE

R-40 LOOSE FILL

INSULATION

A-202

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

T.O. FOOTING

-1'-4"

A-301

A-301

SCALE: 3/16"=1'-0"

48 8

GRAPHIC SCALES

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

816 16

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

BUILDING SECTIONS

A-301

46 14315 MAY 2020

60024004

15153V

N40085-18-B-0042

05-18-0042

SCALE: 3/16" = 1'-0"

A-101

TYP. TRANSVERSE SECTION - SLEEPING ROOM

SCALE: 3/16" = 1'-0"

A-101

TYP. TRANSVERSE SECTION - COMMON AREA

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

A-101

LONGITUDINAL SECTION

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

T.O. FOOTING

-1'-4"

A-502

R-40 LOOSE FILL INSULATION

EXTERIOR PEDESTRIAN

TRAFFIC COATING. SEE

SPECIFICATION 09 67 23.13

EXTERIOR URETHANE

WALL COATING. SEE

SPECIFICATION 09 67 23.13

EXTERIOR PEDESTRIAN

TRAFFIC COATING. SEE

SPECIFICATION 09 67 23.13

EXTERIOR URETHANE

WALL COATING. SEE

SPECIFICATION 09 67 23.13

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

SECOND FLOOR

9'-4"

THIRD FLOOR

18'-8"

T.O. FOOTING

-1'-4"

A-502

A-302

R-40 LOOSE FILL INSULATION

METAL GUARDRAIL AT BALCONY

IN PLACE OF CONCRETE

GUARDRAIL.

EXISTING METAL GUARDRAIL AT

WALKWAY TO REMAIN.

SEE SHEET A-503 FOR DETAILS

METAL RAIL TO REPLACE

CONCRETE GUARDRAIL, SEE

SHEET A-503 FOR DETAILS

FIRST FLOOR

0"

T.O. STRUCTURE

28'-0"

THIRD FLOOR

18'-8"

T.O. FOOTING

-1'-4"

TERMINATE DOWNSPOUT 6"

INSIDE STEEL DOWNSPOUT

GALVANIZED STEEL BASE PLATE W/

LEVELING NUTS 3/4" DIAMETER ANCHOR

BOLTS AND NON-SHRINK GROUT

GROUT BELOW OUTLET

SECURE STEEL DOWNSPOUT

TO EXISTING PRECAST

FASCIA PANEL W/12 GAUGE X

2" WIDE GALVANIZED STEEL

STRAP W/SLOTTED HOLES

AND (2) 1/2" DIAMETER X 2 1/2"

BOLTS SET IN EPOXY

6" WIDE X 6" DEEP GUTTER

WITH 4" DOWNSPOUT LEADER

PRE-FINISHED 0.032"

ALUMINUM FASCIA COVER

WITH DRIP EDGE.

COMPLETELY COVER ALL

WOOD OTHERWISE EXPOSED

TO VIEW WITH ALUMINUM.

FULL PERFORATED VINYL

SOFFIT IN "J" TRIM

6" X 6" X 1/4" GALVANIZED

STEEL TUBE

EXISTING CONCRETE

BALCONY PLANK

EXISTING PRE-CAST

CONCRETE PLANK

4"W X 12"H CLEANOUT

ACCESS HOLE WITH 1/8"

COVER PLATE

PROVIDE HOLE AT PIPE OUTLET

LOCATION

4" GALVANIZED STEEL PIPE OUTLET

LOCATION

DRAIN PIPE - SEE CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION

SECURE TO EXISTING

CONCRETE BALCONY AT

SECOND AND THIRD FLOOR

W/12 GAUGE X 2" WIDE

GALVANIZED STEEL STRAP

W/SLOTTED HOLES AND (2)

1/2" DIAMETER X 2 1/2" BOLTS

SET IN EPOXY

NEW CONCRETE SIDEWALK

CONCRETE FOOTING

(3) #4 BARS E.W.

2'-0"

CONCRETE FOOTING

12" X 14" X 3/8" BASE

PLATE WITH 3/4"

DIAMETER ANCHOR

BOLTS

6" X 6" GALVANIZED

STEEL TUBE

4" GALVANIZED

STEEL PIPE OUTLET

5" 4" 6" 4" 5"

2'-0"

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

GRAPHIC SCALES

1 2 42

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

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

WALL SECTIONS

A-302

47 14315 MAY 2020

60024005

15153V

N40085-18-B-0042

05-18-0042

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

WALL SECTION - WALKWAY

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

WALL SECTION - BALCONY

SCALE: 1 1/2" = 1'-0"3

DOWNSPOUT SECTION

SCALE: 1 1/2" = 1'-0"4

DOWN SPOUT BASE

W

D D

D

W

W W

W

D D

D

W

W W

W W

W W

W W

D D D

D D

D D

D D

D D W

W

W W

W

D D

D

W

A1 A1

A-301

5'-4"

A-301

A-405

200B

A1

MECHANICAL

233C E

N T

R A

L S

T A

IR

LAUNDRY

TOILET ROOM

ELECTRICAL

COMM ROOM

CORRIDOR

LOUNGE

240B

B

273B

A

240A

C

A1

A1

A1

A1

A1

A1

A1

A1

A11 1'-6"

A30

FEC

A14

A13

A1

A-301

A-301

5'-4"

B

340B

373B 300B

340A

A

C

1'-6"

A1

A1

A1

A1 A1

A1

A1

A1

A1

A1

A11

A13

MECHANICAL

LOUNGE

LAUNDRY

TOILET ROOM

ELECTRICAL

CORRIDOR

STORAGE

A1

A30

FEC

A-405

Sim

A1

A14

A1

A1

A1

A1

5'-4"

A-301

A-301

A-401

A-401

A-405

6'-5"4'-6"6'-5"

6'-5"4'-6"6'-5"

MECHANICAL

A1

A1

C

B

1'-6"

A11

LAUNDRY

A1

TOILET ROOM

173B

A1

ELECTRICAL

CORRIDOR

DUTY

A1

A11 A

140A

A1

A1

140B

A11

A11

A1

A1

100B

D

C

A1

140E

A-401

A-401

A-401

A2 A16

A30

6'-0"3'-4"6'-0"

A-501

FEC

L A

U N

D R

Y R

O O

M

A32

A33

A13

1'-0" 3'-4" 1'-0"

A14

FIRST FLOOR

0"

SECOND FLOOR

9'-4"

A-401

ACOUSTICAL

CEILING TILE

3 5/8" METAL STUD W/ R-13

UNFACED FIBERGLASS

BATT INSULATION, 5/8"

IMPACT RESISTANT

GYPSUM BOARD ON

EXTERIOR FACE, 5/8"

MOISTURE RESISTANT ON

INTERIOR FACE. COVER ALL

INTERIOR WALL W/ 1/8" FRP

1/8" FRP ON 5/8" GYP.

BOARD ON 2 1/2" ZEE

FURRING @ 16" O.C. W/

2 1/2" RIGID INSULATION

FIRST FLOOR

0"

SECOND FLOOR

9'-4"

ACOUSTICAL

CEILING TILE

3 5/8" METAL STUD WALL

W/ 5/8" IMPACT

RESISTANT GYP BOARD

ON EXTERIOR FACE.

A11A11

FIRST FLOOR

0"

SECOND FLOOR

9'-4"

LINTEL - SEE

STRUCTURAL

SHEET METAL

PLENUM

FIXED ALUMINUM

LOUVER

SEALANT - ENTIRE

PERIMETER, BOTH

SIDES

EXISTING CONCRETE

MASONRY WALL

EXISTING BRICK

A-605 L3

FIRST FLOOR

0"

A-401

3'-8"

LOUVER - COORD.

W/ MECHANICAL

DRYER

FRP PANEL

INSULATED MAGNETIC GASKET

CONTINUOUS AROUND ALL

THREE SIDES AT EACH DRYER

WALL OPENING. SIM. TO

TRICOMP, INC. MODEL SC-750-875

1X FIBER CEMENT BOARD JAMB

AND CASING OVERLAY

3 5/8" METAL

STUDS

FRP PANEL ON ALL

CHASE INTERIOR WALLS

1X FIBER CEMENT BOARD

JAMB AND CASING OVERLAY

INSULATED MAGNETIC

GASKET CONTINUOUS

AROUND ALL THREE SIDES AT

EACH DRYER WALL OPENING.

SIM. TO TRICOMP, INC. MODEL

SC-750-875

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

1 2 42

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

GRAPHIC SCALES

02 4 8134

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

SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

PLAN NORTH

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

ENLARGED CORE FLOOR PLANS

A-401

48 14315 MAY 2020

60024006

15153V

N40085-18-B-0042

05-18-0042

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

A-101

ENLARGED SECOND FLOOR CORE PLAN

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

A-101

ENLARGED THIRD FLOOR CORE PLAN

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

A-101

ENLARGED FIRST FLOOR CORE PLAN

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

A-401

DRYER CHASE

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

A-401

WASHING MACHINE CHASE

A1 DOOR AND FRAME. SEE DOOR SCHEDULE FOR DETAILS.

A2 WINDOW AND FRAME. SEE WINDOW SCHEDULE FOR DETAILS.

A11 WASHERS AND DRYERS NOT IN CONTRACT.

A13 8” CONCRETE MASONRY WALL, INFILL WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED. INFILL OF EXISTING MASONRY LINTEL AT 6’-8” A.F.F.

X THE WIDTH OF THE PREVIOUS OPENING. PROVIDE (1) #4 BAR VERTICALLY IN THE CORNER CELLS WITH MORTAR AS THE WALLS ARE BUILT. PROVIDE 18 GAUGE HOT DIPPED GALVANIZED CORRUGATED WALL TIES AT 1’-4” O.C. VERTICALLY AT EACH INTERSECTION TO EXISTING MASONRY.

A14 6” CONCRETE MASONRY WALL A.F.F. TO THE UNDERSIDE OF STRUCTURE WHERE EXISTING WALL WAS REMOVED. PROVIDE OPENINGS FOR

FIXTURES, COORDINATE WITH MECHANICAL AND PLUMBING FOR OPENING LOCATIONS.

A16 INFILL EXISTING OPENING WITH CONCRETE AND BRICK MASONRY.

A30 8” CONCRETE MASONRY WALL A.F.F. TO THE UNDERSIDE OF STRUCTURE WHERE EXISITNG WALL WAS REMOVED. PROVIDE OPENINGS FOR

FIXTURES, COORDINATE WITH MECHANICAL AND PLUMBING FOR OPENING LOCATIONS.

A32 5/8" GYPSUM WALLBOARD ON 3 5/8" METAL STUD WALL.

A33 LOUVERED OPENING. SEE DETAIL 6/A-401.

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

A-401

DRYER VENT SECTION

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

A-401

LOUVER ELEVATION

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

A-401

DRYER WALL PLAN DETAIL

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

A-401

DRYER WALL SECTION DETAIL

A-301

A-301

A-401

A-401

A-401

A-402

A-402

A9

A8

A8 A8

A6

A7

A7

A7

A7

A.F.F.7'-6"

A.F.F.6'-10"

A.F.F.6'-10"

A.F.F.7'-6"A.F.F.7'-6"

A.F.F.7'-6"

A36 A36

A36

A-301

A-301

A-402

A7

A7

A7

A7

A9

A8

A6

A7

A .F

.F

A.F.F.7'-8"

A.F.F.7'-6"

A-301

A-301

A7

A7

A7

A7

A9

A8

A6

A7

A7

A .F

.F

A.F.F.7'-8"

A.F.F.7'-6"

3 5/8" 20 GAUGE

METAL FRAMING

@ 16" O.C.

ACOUSTIC

TILE CEILING

1 5/8" 20 GAUGE

METAL FRAMING

@ 12" O.C.

4'-0"

5/8" GWB WITH

CORNER BEAD

3'-0"

3 5/8" 20 GAUGE

METAL FRAMING

@ 16" O.C.

ACOUSTIC

TILE CEILING

2 1/2" 20 GAUGE

METAL FRAMING

@ 12" O.C.

5/8" GWB WITH

CORNER BEAD

3 5/8" 20 GAUGE

METAL FRAMING

@ 16" O.C.

ACOUSTIC

TILE CEILING

2 1/2" 20 GAUGE

METAL FRAMING

@ 12" O.C.

4'-6"

5/8" GWB WITH

CORNER BEAD

PREFINISHED ANGLE TRIM

PREFINISHED METAL CEILING PANEL

ATTACHED TO METAL FRAMING

18 GAUGE HEADERS

3 5/8" 20 GAUGE FRAMING @

16" O.C. - MAXIMUM SPAN 6'-0"

2 X 2 ACT

CEILING

TYPE X IMPACT

RESISTANT &

MOISTURE

RESISTANT GWB

CEILING

2X2 LIGHT

FIXTURE

SUPPLY

DIFFUSER

RETURN

DIFFUSER

RECESSED

LIGHT FIXTURE

RECESSED SQUARE

LIGHT FIXTURE

CEILING MOUNTED

LIGHT FIXTURE

EXHAUST FAN

ACCESS PANEL

EXIT SIGN

2X4 LIGHT

FIXTURE

1X4 LIGHT

FIXTURE

VANITY LIGHT

FIXTURE

METAL PANEL

CEILING

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

1/2 1 21

SCALE: 1"=1'-0"

GRAPHIC SCALES

02 4 8134

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

REFLECTED CEILING PLAN LEGEND SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

PLAN NORTH

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

ENLARGED CORE REFLECTED CEILING

PLANS

A-402

49 14315 MAY 2020

60024007

15153V

N40085-18-B-0042

05-18-0042

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

A-102

ENLARGED FIRST FLOOR CORE REFLECTED CEILING PLAN

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

A-102

ENLARGED SECOND FLOOR CORE REFLECTED CEILING PLAN

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

A-102

ENLARGED THIRD FLOOR CORE REFLECTED CEILING PLAN

A6 5/8” TYPE X IMPACT RESISTANT GYPSUM BOARD CEILING

AND BULKHEAD (TYPICAL AT EACH LOUNGE AND

LAUNDRY ROOM). SEE CORE AREA DETAILS ON A-402

FOR CEILING HEIGHTS AND STRUCTURAL

REQUIREMENTS. ALL EXPOSED SURFACES SHALL BE

PAINTED.

A7 EXISTING CONCRETE PLANK CEILING TO BE CLEANED

AND PREPARED FOR NEW PAINT. SEE FINISH SCHEDULE.

A8 ACOUSTICAL CEILING TILE AND SUSPENSION SYSTEM.

A9 FLUSH PROFILE METAL PANEL CEILING. SEE DETAIL

7/A-402 FOR ASSEMBLY REQUIREMENTS.

A36 SEE CHASE WALL PENETRATION DETAIL 3/A-501

SCALE: 1" = 1'-0"

A-402

LOUNGE SOFFIT DETAIL

SCALE: 1" = 1'-0"

A-402

LAUNDRY SOFFIT DETAIL

SCALE: 1" = 1'-0"

A-402

LAUNDRY SOFFIT DETAIL

SCALE: 1 1/2" = 1'-0"7

METAL CEILING DETAIL

A-404

A1A1 A2A2

A1 A1

A1A1 A2A2

LINE OF MOISTURE

AND IMPACT

RESISTANT GWB

CEILING ABOVE

A29A29

A29A29

A1

A1

A1

A1

A1

A1

A1

A1

A1A1

12'-0 3/8"

25'-4"

A5

A5

A7

A5

A5

A7

A7A7

A5

A5

A39A39

12'-0 3/8" 12'-0 3/8"

9'-8 3/4"

A-501

TYP.

A-501

TYP.

A.F.F.7'-0"

A.F.F.7'-0"

A5

A5

A5

A5 A5

A5

GRAPHIC SCALE

02 4 8134

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

SHEET KEYNOTES

108 Bentons Lodge Rd., Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: R. Alvar

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY

MARINE CORPS BASE

CAMP LEJEUNE, NORTH CAROLINA

NAVAL FACILITIES ENGINEERING COMMAND

SIZE CODE IDENT NO. NAVFAC DRAWING NO.

SCALE: SPEC. SHEET OF

E1 80091

300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637 910.363.1640

CONSTR. CONTR. NO.:

ISSUE DATE:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS

CONTRACT, UNLESS-

1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS

REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR

RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO

RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

DISCLOSURE OF INFORMATION

AS NOTED

PLAN NORTH

CEMS ENGINEERING

P. HARRIS/ R. LEONARD

M. SMITH

M. SMITH

REPAIR BEQ HP510

ENLARGED SLEEPING ROOM FLOOR PLAN

AND REFLECTED CEILING PLANS

A-403

50 14315 MAY 2020

60024008

15153V

N40085-18-B-0042

05-18-0042

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

A-101

ENLARGED SLEEPING ROOM FLOOR PLAN

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

A-102

ENLARGED SLEEPING ROOM REFLECTED CEILING PLAN

A1 DOOR AND FRAME. SEE DOOR SCHEDULE FOR DETAILS.

A2 WINDOW AND FRAME. SEE WINDOW SCHEDULE FOR DETAILS.

A5 5/8” TYPE X IMPACT AND MOISTURE RESISTANT GYPSUM BOARD CEILING AND BULKHEAD (TYPICAL AT EACH SLEEPING ROOM, INCLUDING BATHROOM/SHOWER AND VANITY/CLOSET AREA). SEE SLEEPING ROOM ELEVATIONS ON A-404 FOR CEILING HEIGHTS AND STRUCTURAL REQUIREMENTS. ALL EXPOSED

SURFACES SHALL BE PAINTED.

A7 EXISTING CONCRETE PLANK CEILING TO BE CLEANED AND PREPARED FOR NEW PAINT. SEE FINISH

SCHEDULE.

A29 FLOOR DRAIN IN SAME LOCATION AS EXISTING.

A39 SHOWER WALLS SHALL BE BRACED BY CEILING FRAMING MEMBERS. LAYOUT FRAMING MEMBERS TO CONSTRUCT MINIMUM TWO (2) 3 5/8" 20 GA. CEILING JOISTS PERPENDICULAR TO SHOWER WALLS ABOVE

THE SHOWER AND THE WATER CLOSET TO CREATE A RIGID CONNECTION FULL WIDTH OF ROOM.