Attach_06_Drawings- Repair Corrosion Control Facility 3336.pdf

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

COVER SHEET

AND DRAWING INDEX

GI001

DRTH

APPLICABLE CODES (NJ)

1. NJ UNIFORM CONSTRUCTION CODE NJAC 5:23

2. INTERNATIONAL BUILDING CODE, 2015, NEW JERSEY EDITION

3. NATIONAL STANDARD PLUMBING CODE, 2015

4. NATIONAL ELECTRICAL CODE (NFPA 70), 2014

5. ENERGY SUBCODE, ASHRAE 90.1-2013

6. INTERNATIONAL MECHANICAL CODE, 2015

7. INTERNATIONAL FUEL GAS CODE, 2015

8. REHABILITATION SUBCODE, NJAC 5:23-6

9. BARRIER FREE SUBCODE, CHAPTER 11 OF IBC/2015 &

NJAC 5:23-7 & ICC/ANSI A117.1-2009.

FIRE EXTINGUISHER CABINETS

LEGEND

W

S

B

FIRE BARRIER

(U.L. #U905 OR #U906)

FIRE WALL (U.L. #U905)

SMOKE PARTITION

(NO RATING)

2 HOUR FIRE RATING

FEC

MAXIMUM PATH OF EGRESS

TEMPORARY EGRESS

ACUTAL EGRESS LOAD

EGRESS CAPACITY

MAXIMUM OCCUPANT LOAD AS SHOWN IS USED FOR EGRESS CALCULATIONS

ONLY.

EGRESS CAPACITY IS BASED ON CLEAR WIDTH OF DOORS MINUS 3" FOR

SINGLE DOOR, 6" FOR DOUBLE DOOR.

NEW JERSEY INTERNATIONAL BUILDING CODE (2015)

MIXED USE GROUP CLASSIFICATION H2 / B

CONSTRUCTION TYPE FOR REVIEW IIB, (FULLY SPRINKLERED)

ACTUAL BUILDING HEIGHT 55'-8"

BUILDING/AREA DESIGNATION

ACTUAL NUMBER OF STORIES 1

BUILDING AREA FOR REVIEW ±3,240 SF

ACTUAL BUILDING AREA 29,340 SF

MAXIMUM TRAVEL DISTANCE (SP) 300 FT

VOLUME OF WORK FOR REVIEW 150,000 FT3

OCC:

249 SF

WOMEN'S

LOCKER

ROOM

OCC:

450 SF

MEN'S

LOCKER

ROOM

102 SF

CORRIDOR

194 SF

CORRIDOR

OCC:

33 SF

CHANGING

ROOM

OCC:

88 SF

TOILET /

SHOWER

EXISTING

PAINT ROOM

EXISTING AIRPLANE HANGAR

USE GROUP H2

EXISTING OFFICE AREA

USE GROUP B

EXISTING 2 HR FIRE BARRIER SEPARATING USES

EXISTING 2 HR FIRE BARRIER SEPARATING USES

MAXIMUM

175'-0" TRAVEL DISTANCE

EXISTING EXIT

NOT AN EXIT

ACCESS PLATFORM ABOVE

(MAINTENANCE USE ONLY)

2 HR FIRE BARRIER SEPARATING USES

FE

FLOOR

REFER TO FLOOR

PLANS AND

PARTITION TYPES

FOR ADDITIONAL

INFORMATION

FRAMED

HEADER

FIRE EXTINGUISHER

CABINET

(SEMI-RECESSED

SHOWN)

(2) LAYERS OF

TYPE 'X' GYPSUM

BOARD WHERE

REQUIRED FOR

RATED WALL

CONSTRUCTION

FRAMED WALLS

A Se rv ic e D i s a b le d Ve t e r an Owned

S m a l l B u s iness

SDVOSB

CVE

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0700-0008

B

A

C

D

E

F

NO. DESCRIPTION DATE

PLAN

NORTH

ACTUAL

NORTH

Phone 609.695.7400

HAMILTON, N.J. 08691

1395 YARDVILLE HAMILTON SQUARE ROAD

Architecture Planning Design

SPIEZLE ARCHITECTURAL GROUP, INC.

Architecture Planning Design

Fax 609.394.2274

SPIEZLE ARCHITECTURAL GROUP, INC.

NOT FOR CONSTRUCTION - FULLY SPRINKLERED

B3 SUBMISSION

REPAIR CORROSION

CONTROL FACILITY BLDG.

JOINT BASE

McGUIRE-DIX-LAKEHURST AFB, NJ

PTFL132039

12-05-2019

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL

ENGINEER. CODE PLAN

CP-1

1/8" = 1'-0"1

CODE PLAN

1" = 1'-0"

FIRE EXSTINGUISHER DETAIL

GENERAL DEMOLITION NOTES

1. DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO THE WORK INDICATED

HEREWITH, AS COORDINATED WITH WORK OF ALL OTHER TRADES. AS

INDICATED ELSEWHERE, AND AS REQUIRED TO ACCOMODATE CONSTRUCTION.

ALL DEMOLITION REQUIRED SHALL BE INCLUDED IN EACH CONTRACTOR'S

BASE BID TO PERFORM AND COMPLETE CONSTRUCTION, UNLESS OTHERWISE

INDICATED. REFER TO ASBESTOS ABATEMENT REPORT AS WELL AS

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

2. ITEMS TO BE RELOCATED OR REINSTALLED SHALL BE AS INDICATED. SPECIAL

CARE SHALL BE TAKEN SO AS NOT TO DAMAGE THESE ITEMS. THE

CONTRACTOR SHALL COORDINATE THE STORAGE OF ALL SALVAGED ITEMS TO

BE EITHER RELOCATED OR REINSTALLED WITH THE OWNER.

3. LOCATIONS AND/OR ELEVATIONS OF EXISTING ITEMS AS SHOWN ON THE

DRAWINGS ARE APPROXIMATE. RESPECTIVE TRADES SHALL FIELD VERIFY ALL

LOCATIONS.

4. WHEN A NEW WALL, CEILING, ROOF OR FLOOR ASSEMBLY IS INDICATED

WHERE AN EXISTING WALL, CEILING, ROOF OR FLOOR ASSEMBLY EXISTS, THE

EXISTING SHALL BE COMPLETELY REMOVED, WITH ASSOCIATED UTILITIES

REMOVED AND CAPPED BEHIND THE SURFACES TO REMAIN. ALL

DEPRESSIONS, INDENTATIONS, OR PROTRUSIONS LEFT AFTER THE REMOVAL

OF ITEMS WHICH MAY INTERFERE WITH THE CONSTRUCTION SHALL BE

REPAIRED, REPLACED OR REMOVED TO PROVIDE A SMOOTH TRANSITION

BETWEEN NEW AND EXISTING SURFACES.

5. CONTRACTORS SHALL VERIFY ALL CONDITIONS PRIOR TO COMMENCING

DEMOLITION. SHOULD QUESTIONS OR DISCREPENCIES ARISE, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, PRIOR TO

PROCEEDING WITH DEMOLITION.

6. WHERE OPENINGS ARE INDICATED TO BE MADE IN EXISTING MASONRY WALLS,

OR EXISTING OPENINGS ARE TO BE INFILLED, THE CONTRACTOR SHALL TOOTH

IN NEW MASONRY CONSTRUCTION TO MATCH ADJACENT COURSING.

7. CONTRACTOR(S) ARE RESPONSIBLE FOR SHORING, BRACING AND

UNDERPINNING RELATED TO THE DEMOLITION, REMOVAL OR CUTTING OF ANY

WALL, PARTITION, OR ANY OTHER LOAD-BEARING OR STRUCTURAL ELEMENT.

D7

V

IF

'-0

EXISTING

PAINT ROOM

D7

CLEAN EXISTING EPOXY FLOOR AND PREP TO RECEIVE NEW EPOXY FLOORING.

SEE FINISH PLAN FOR AREA OF PREP WORK.

EXISTING

EQUIPMENT

REMOVE AND REPLACE EXISTING FLOORING

AS NEEDED TO ACCOMMODATE TRENCHING

FOR UNDERSLAB PIPING

A Se rv ic e D i s a b le d Ve t e r an Owned

S m a l l B u s iness

SDVOSB

CVE

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0700-0008

B

A

C

D

E

F

NO. DESCRIPTION DATE

PLAN

NORTH

ACTUAL

NORTH

Phone 609.695.7400

HAMILTON, N.J. 08691

1395 YARDVILLE HAMILTON SQUARE ROAD

Architecture Planning Design

SPIEZLE ARCHITECTURAL GROUP, INC.

Architecture Planning Design

Fax 609.394.2274

SPIEZLE ARCHITECTURAL GROUP, INC.

NOT FOR CONSTRUCTION - FULLY SPRINKLERED

B3 SUBMISSION

REPAIR CORROSION

CONTROL FACILITY BLDG.

JOINT BASE

McGUIRE-DIX-LAKEHURST AFB, NJ

PTFL132039

12-05-2019

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL

ENGINEER. DEMOLITION PLAN

AD101

D - DEMO KEYNOTE LEGEND

Key Value Keynote Text

D7 REMOVE EXISTING DOOR, FRAME AND HARDWARE IN ITS

ENTIRETY. PATCH AND REPAIR ADJACENT WALLS, FLOORS AND

CEILINGS AS REQUIRED. PREPARE SURFACES FOR PROPOSED

INSTALLATION.

1/8" = 1'-0"1

DEMOLITION FLOOR PLAN

GENERAL NOTES

1. ELEVATION AT TOP OF FINISHED FLOOR SLAB SHALL BE REFERENCED AS

DATUM ELEVATION 0'-0".

2. DO NOT SCALE THE DRAWINGS. IF A DIMENSION IS UNCLEAR OR A

DISCREPENCY IS FOUND IT SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT.

3. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO THE COMMENCEMENT

OF WORK. WHERE FABRICATION IS REQUIRED, DIMENSIONS SHALL BE

VERIFIED PRIOR TO THE PRODUCTION OF SHOP DRAWINGS.

4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STATUTES, AND

REGULATIONS IN PERFORMANCE OF THE WORK.

5. REFER TO THE FIRE RESISTANCE DIRECTORY (LATEST EDITION) BY

UNDERWRITER'S LABORATORIES FOR THE REQUIREMENTS OF ALL SPECIFIED

FIRE RATED ASSEMBLIES.

6. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC

LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS

THROUGHOUT. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE

CONSTRUCTED IN A SIMILAR MANNER OR BROUGHT TO THE ATTENTION OF

THE ARCHITECT FOR CLARIFICATION. MODIFICATIONS MAY BE REQUIRED BY

THE CONTRACTOR TO ACCOMODATE FOR MINOR VARIATIONS IN THE WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND

INSTALLATION OF OWNER SUPPLIED EQUIPMENT AS IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, INCLUDING THE RELOCATION OF EXISTING

EQUIPMENT.

8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING

UNDERGROUND UTILITIES AND COORDINATING WITH NEW WORK. ADVISE

ARCHITECT/ENGINEER OF CONFLICTS PRIOR TO COMMENCEMENT OF WORK.

9. ALL GRADING SHALL SLOPE AWAY FROM THE BUILDING.

10. PRIOR TO POURING OF CONCRETE FOOTINGS, THE CONCRETE

REINFORCEMENT STEEL SHALL BE GROUNDED AND BONDED BY THE

ELECTRICAL CONTRACTOR IN ACCORDANCE WITH THE NATIONAL ELECTRIC

CODE (NEC) SECTION 250-50. A CONDUCTIVE REINFORCING BAR

MEASURING AT LEAST 1/2" IN DIAMETER AND A MINIMUM OF 20 FEET IN

LENGTH THAT IS ENCASED IN A MINIMUM OF 2" CONCRETE COVER SHALL

SUFFICE FOR USE AS AN ELECTRODE.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF THE PROJECT AND SCHEDULING OF THE WORK

CONDUCTED BY OTHER TRADES.

12. THE CONTRACTOR SHALL CONSTRUCT CHASES AND/OR RECESSES AS

SHOWN, AND AS REQUIRED TO CONCEAL THE WORK OF OTHER TRADES AS

DIRECTED BY THE ARCHITECT TO MATCH ADJACENT CONSTRUCTION,

REGARDLESS IF SHOWN ON THE DRAWINGS.

13. THE CONTRACTOR SHALL INSTALL LOOSE LINTELS FOR ALL WALL

PENETRATIONS WIDER THAN 6" AS A RESULT OF DUCT, PIPE OR OTHER

EQUIPMENT INSTALLATIONS.

14. ALL WALL AND FLOOR PENETRATIONS SHALL BE PATCHED AND SEALED BY

THEIR RESPECTIVE TRADES.

15. ALL FLOORS SHALL BE SLEEVED AND SEALED IN PLUMBING CHASES.

16. PARTITIONS SHALL BE LAYED OUT STARTING FROM CONDITIONS WHERE

ALIGNMENT WITH EXISTING CONSTRUCTION IS SHOWN. UNLESS OTHERWISE

NOTED, DIMENSIONS ARE TAKEN TO THE FACE OF WALLS/PARTITIONS.

17. DIMENSIONS TO MASONRY CONSTRUCTION ARE GIVEN TO THE NOMINAL

FACE OF THE WALL. EXTERIOR MASONRY DIMENSIONS ARE TAKEN TO THE

NOMINAL FACE OF THE WALL, UNLESS OTHERWISE NOTED. CLEAR

DIMENSIONS SHALL BE TAKEN FROM THE FINISHED FACE OF WALLS.

18. WALLS OVERLAPPING COLUMN LINES SHALL BE ASSUMED CENTERED ON

THE COLUMN UNLESS OTHERWISE INDICATED.

19. THE CONTRACTOR SHALL FURNISH AND INSTALL BLOCKING IN FRAMED WALL

ASSEMBLIES WHERE WALL MOUNTED ACCESSORIES, CABINETS OR OTHER

ACCESSORIES ARE INDICATED.

20. TERMINATE ALL INTERIOR WALLS TO THE UNDERSIDE OF DECKING, UNLESS

OTHERWISE NOTED OR INDICATED BY SPECIFIC PARTITION TYPES.

21. ALL OUTSIDE CMU CORNERS OF INTERIOR WALLS SHALL BE BULLNOSED,

UNLESS OTHERWISE NOTED.

22. PROVIDE ANGLED BLOCKS AND BRICKS FOR OUTSIDE CORNERS OF

MASONRY WALLS OR OTHER SPECIAL SHAPES AVAILABLE FROM

MANUFACTURER.

23. REFER TO ROOM FINISH LEGEND AND PROJECT SPECIFICATIONS FOR FINISH

REQUIREMENTS.

PULL SIDE

PUSH SIDE

1'-4"

METAL STUDS AT 16" OC (UON)

(1) LAYER 5/8" GWB BOTH SIDES

PROVIDE FIRE RATED

SEALANT BOTH SIDES FOR

ALL FIRE RATED

ASSEMBLYIES (TYP)

PROVIDE SOUND

ATTENUATION BLANKETS AT

ALL SOUND PARTITIONS

SCHEDULED CEILING

SCHEDULED BASE

NOTES:

1. PROVIDE TILE BACKER BOARD AT ALL

LOCATIONS TO RECIEVE TILE

2. SEE COMMENTS IN SCHEDULE FOR

ADDTIONAL INFORMATION

3. CONSTRUCT TOP OF WALL TO UNDERSIDE

OF HORIZONTAL FRAMING ABOVE UNLESS

OTHERWISE NOTED ON DRAWINGS.

SEE SCHED.

WIDTH

DRAWING SYMBOLS

DETAIL

IDENTIFICATI

ON

BUILDING SECTION

INDENTIFICATION

WALL SECTION

INDENTIFICATION

ELEVATION

MARKS

COLUMN

NUMBER

DOOR

NUMBER

WINDOW TYPE

REVISION NUMBER

PARTITION TYPE

DATUM or

ELEVATION MARK

CENTERLINE

1t

A101

SIM

A101

SIM

A101

SIM

A101

A101

SIM

ROOM TAG

NAME

ELEVATION

REVISION NUMBER

REFERENCE CODE

8A.1

XXXX

CURTAIN WALL or

STOREFRONT TAGCW-1

OCC:

ROOM NAME

150 SF

DETAIL NO.

DRAWING NO.

SECTION NO.

DRAWING NO.

SECTION NO.

DRAWING NO.

OPEN HEAD

DETAIL NO.

DRAWING NO.

CLOSED HEAD

SIM/OPP TAG

SIM/OPP TAG

SIM/OPP TAG

EXTERIOR INTERIOR

ROOM NAME

ROOM NUMBER

GROSS SF

OCCUPANTS

22A TOILET ACCESSORY

TAG

MATERIAL SYMBOLS

EARTH

POROUS FILL or SUB-SLAB AGGREGATE

CONCRETE

CONCRETE MASONRY UNIT (CMU)

BRICK

GYPSUM WALL AND/OR CEILING BOARD

BATT INSULATION / SOUND ATTENUATION

RIGID INSULATION

STEEL

CONTINUOUS WOOD BLOCKING

WOOD SHIM OR BLOCKING

PLYWOOD

FIRE SAFING

MORTAR NET

SPRAY FOAM INSULATION

STONE

MORTAR / GROUT

ABBREVIATIONS

CJ CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CFMF COLD FORMED METAL FRAMING

DN DOWN

DWG DRAWING

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EL ELEVATION

EQ EQUAL

EJ EXPANSION JOINT

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER (BRACKET MOUNTED)

FEC FIRE EXTINGUISHER CABINET

FT FOOT or FEET

FRTW FIRE RETARDANT TREATED WOOD

GALV GALVANIZED

GSF GROSS SQUARE FEET

GWB GYPSUM WALL BOARD

HM HOLLOW METAL

HP HIGH POINT

LP LOW POINT

MAX MAXIMUM

MIN MINIMUM

MO MASONRY OPENING

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NSF NET SQUARE FEET

OC ON CENTER

OD OVERFLOW DRAIN OR OUTSIDE DIAMETER

PTD PAINT or PAINTED

PTW PRESSURE TREATED WOOD

PVC POLYVINYL CHLORIDE

RD ROOF DRAIN

REINF REINFORED OR REINFORCING

RWC RAIN WATER CONDUCTOR

SF SQUARE FEET

TOS TOP OF STEEL

TYP TYPICAL

VIF VERIFY IN FIELD

AREA OF WORK

EXISTING

PAINT

ROOM

(NOT IN

SCOPE)

D E G

EXISTING

PAINT ROOM

(NOT IN SCOPE)

102 SF

CORRIDOR

194 SF

CORRIDOR

77 SF

CORRIDOR

88 SF

TOILET /

SHOWER

AE300

33 SF

CHANGING

ROOM

'-1

C

LE

A R

'-0

'-4

CONTROL WALL

5'-2"

'-0

1'-6"

9'-10 3/8" 4'-1" 6'-8 1/8"

VIF

19'-10"

B6B6

D4

D3

A3

D6

D4

4'-2"

CLEAR

3'-0"

30" ACCESS DOOR

B6

5'-6" 3'-9"

D3

D3D3

D3

7'-0 1/2" 19'-5 1/4"

5'-4"

'-1

'-8

C

LE

A R

'-0

R .O

'-4

'-4

FF A3

F

D3

D3

'-2

'-3

'-6

/8

'-8

'-5

/2

'-5

/2

'-3

'-5

/2

'-0

/2

'-4

2 HOUR FIRE RATED

WALL ASSEMBLY

D3

B6

D3

B6

A3

D3

A3

A3A3

D3

D3

F

A3

D3

A3A3

249 SF

WOMEN'S

LOCKER

ROOM

450 SF

MEN'S

LOCKER

ROOM

BINS PROVIDED BY OWNER

CONTRACTOR TO INSTALL

A3 A3

A3

A3

A3

D3

A3

A3A3

D3

A3

D3

D3

B6

D3

A3

D6

D3

D3

AE111

'-1

'-5

'-1

4'-1"

'-7

'-1

/4

'-0

'-6

'-0

/8

5'-0 3/8"

4'-4"

13'-6"

'-9

'-1

'-4

/2

'-1

'-2

'-1

" 3'-6"

'-0

'-0

'-2

1'-0"

15'-5 3/8"

9'-4"

1'-2 3/8"

CONSTRUCT WALL TO UNDERSIDE OF

EXISTING DECK. TYP. OF ALL WALLS AS

INDICATED WITH HATCH.

METAL STUDS AT 16" OC (UON)

(1) LAYER 5/8" GWB BOTH SIDES

SEE NOTE 3

SEE NOTE 3

UNFACED BATT INSULATION

FULL DEPTH OF STUD

SCHEDULED CEILING

SCHEDULED BASE

NOTES:

1. PROVIDE TILE BACKER BOARD AT ALL

LOCATIONS TO RECEIVE TILE

2. SEE COMMENTS IN SCHEDULE FOR

ADDITIONAL INFORMATION

3. CONSTRUCT ALL PARTITIONS WITH SOUND

ISOLATION CONSTRUCTION DETAILS PER

REQUIREMENTS OF THE GYPSUM MANUAL

2012, FIGURE 9, INCLUDING ACOUSTIC

SEALANT AT PERIMETER OF ALL

PARTITIONS.

4. CONSTRUCT TOP OF WALL TO UNDERSIDE

OF HORIZONTAL FRAMING ABOVE UNLESS

OTHERWISE NOTED ON DRAWINGS.

FINISHED FLOOR

4 1/4"

SCHEDULED CEILING

SCHEDULED BASE

NOTES:

1. SEE COMMENTS IN SCHEDULE

FOR ADDITIONAL INFORMATION

FINISHED FLOOR

CONTINUOUS FIRE SAFING

INSULATION TO FILL BETWEEN

CMU & STRUCTURE ABOVE AT

METAL DECK LOCATIONS, TYP FOR

ALL FIRE RATED ASSEMBLIES

3/4" COMPRESSIBLE FILLER &

SEALANT - SAME RATING AS

PARTITION

GROUT SOLID FIRST COURSE

SEE STRUCTURAL DRAWINGS

FOR DOWELS AND REINFORCING

SEE SCHED.

WIDTH

BRACE PARTITION TO

STRUCTURE ABOVE @ 32"

O.C. UNO.

SOUND ATTENUATION

BLANKETS. EXTEND 4'-0" MIN

PAST PARTITION.

METAL STUDS AT 16" OC (UON)

(1) LAYER 5/8" GWB BOTH SIDES

SEE NOTE 3

UNFACED BATT INSULATION

FULL DEPTH OF STUD

SCHEDULED CEILING

SCHEDULED BASE

NOTES:

1. PROVIDE TILE BACKER BOARD AT ALL

LOCATIONS TO RECEIVE TILE

2. SEE COMMENTS IN SCHEDULE FOR

ADDITIONAL INFORMATION

3. CONSTRUCT ALL PARTITIONS WITH

SOUND ISOLATION CONSTRUCTION

DETAILS PER REQUIREMENTS OF THE

GYPSUM MANUAL 2012, FIGURE 9,

INCLUDING ACOUSTIC SEALANT AT

PERIMETER OF ALL PARTITIONS.

4. CONSTRUCT TOP OF WALL TO

UNDERSIDE OF HORIZONTAL FRAMING

ABOVE UNLESS OTHERWISE NOTED

ON DRAWINGS.

SEE SCHED.

WIDTH

FINISHED FLOOR

EXTEND GWB TIGHT TO

STRUCTURE ON ONE SIDE

FOR ALL SMOKE RATED

PARTITIONS

PROVIDE SEALANT FOR ALL

SMOKE RATED PARTITIONS

PROVIDE SEALANT FOR ALL

SMOKE RATED PARTITIONS

7/8" METAL FURRING

CHANNEL AT 2'-0" O.C.

SCHEDULED CEILING

SCHEDULED BASE

NOTES:

1. PROVIDE TILE BACKER BOARD AT ALL

LOCATIONS TO RECEIVE TILE

2. SEE COMMENTS IN SCHEDULE FOR

ADDITIONAL INFORMATION

3. CONSTRUCT ALL PARTITIONS WITH

SOUND ISOLATION CONSTRUCTION

DETAILS PER REQUIREMENTS OF THE

GYPSUM MANUAL 2012, FIGURE 9,

INCLUDING ACOUSTIC SEALANT AT

PERIMETER OF ALL PARTITIONS.

4. CONSTRUCT TOP OF WALL TO

UNDERSIDE OF HORIZONTAL FRAMING

ABOVE UNLESS OTHERWISE NOTED

ON DRAWINGS.

EXISTING WALL ASSEMBLY

5/8" GWB

FINISHED FLOOR

SEE NOTE 3

SEE SCHED

WIDTH

A Se rv ic e D i s a b le d Ve t e r an Owned

S m a l l B u s iness

SDVOSB

CVE

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0700-0008

B

A

C

D

E

F

NO. DESCRIPTION DATE

PLAN

NORTH

ACTUAL

NORTH

Phone 609.695.7400

HAMILTON, N.J. 08691

1395 YARDVILLE HAMILTON SQUARE ROAD

Architecture Planning Design

SPIEZLE ARCHITECTURAL GROUP, INC.

Architecture Planning Design

Fax 609.394.2274

SPIEZLE ARCHITECTURAL GROUP, INC.

NOT FOR CONSTRUCTION - FULLY SPRINKLERED

B3 SUBMISSION

REPAIR CORROSION

CONTROL FACILITY BLDG.

JOINT BASE

McGUIRE-DIX-LAKEHURST AFB, NJ

PTFL132039

12-05-2019

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL

ENGINEER. FLOOR PLAN AND GENERAL PLAN

INFORMATION

AE100

1/2" = 1'-0".

A1 - DOOR SWING DIAGRAM

PARTITION TYPE 'B' SCHEDULE

TYPE

MARK

STUD

SIZE

FIRE

RATING

TEST

NUMBER

STC

RATING WIDTH COMMENTS

B3 3 5/8" - - 4 7/8"

B6 6" - - 7 1/4"

1/32" = 1'-0"2

AREA OF WORK FLOOR PLAN

1/4" = 1'-0"1

FLOOR PLAN

PARTITION TYPE 'A' SCHEDULE

Type Mark

STUD

SIZE

Fire Rating

TEST

NUMBER

STC

RATING Width Description

A3 3 5/8" - - 4 1/4" 1 LAYER GWB

PARTITION TYPE CMU SCHEDULE

Type Mark Comments Fire Rating TEST NUMBER STC RATING WIDTH

4 - - 3 5/8"

8 TOOTH IN WITH

EXISTING WALL

SEE CODE PLAN - - 7 5/8"

PARTITION TYPE 'D' SCHEDULE

TYPE

MARK

STUD

SIZE

FIRE

RATING

TEST

NUMBER

STC

RATING WIDTH COMMENTS

D3 3 5/8" - - 4 7/8"

D4 4" - - 5 1/4"

D6 6" - - 7 1/4"

PARTITION TYPE 'F' SCHEDULE

TYPE

MARK

STUD

SIZE

FIRE

RATING

TEST

NUMBER

STC

RATING WIDTH COMMENTS

F 7/8" - - 1 1/2"

MEN'S

LOCKER

ROOM

WOMEN'S

LOCKER

ROOM

TOILET /

SHOWER

CORRIDOR

CORRIDOR

CHANGING

ROOM

CORRIDOR

ACT-1 8' - 0"

GYP 8' - 0"

GYP 8' - 0"

ACT-1 8' - 0"

ACT-1 8' - 0"

ACT-1 8' - 0"

ACT-1 8' - 0"

GYP 8' - 0"

ACT-1 8' - 0"

EXISTING

PAINT ROOM

ACT-1 8' - 0"

CEILING NOTES

NOTES:

1. INCLUSION OF SYMBOL IN LEGEND DOES NOT IMPLY

SCOPE OF WORK. REFER TO PLANS.

2. CONTRACTORS SHALL COORDINATE WITH ALL OTHER

TRADES PRIOR TO INSTALLATION OF FIXTURES AND

OTHER CEILING DEVICES.

3. REFER TO M/E/P DRAWINGS FOR SIZES, TYPES,

QUANTITIES AND INSTALLATION REQUIREMENTS OF

FIXTURES AND CEILING DEVICES.

4. WHERE CEILING HEIGHTS ARE BELOW WINDOW HEADS

THE CONTRACTOR SHALL PROVIDE FASCIA MOLDING OR

TRIM TO MATCH SIZE AND COLOR OF CEILING TRIM.

5. COORDINATE ALL AUDIO & VISUAL DEVICES WITH A/V

DRAWINGS. A/V EQUIPMENT SHOWN HERE, INCLUDING

PROJECTORS AND PROJECTION SCREENS ARE

DIAGRAMMATIC AND ARE SHOWN HERE TO DEPICT

ADJACENCIES WITH OTHER LIGHTING AND CEILING

DEVICES.

XXX-# 88'-88"

HEIGHT ABOVE FINISHED FLOOR

CEILING TYPE

OFFICE SPACE

MEN'S LOCKER

ROOM

PT-1

RB-1

ERF-2

WOMEN'S

LOCKER ROOM

PT-1

RB-1

ERF-2

TOILET /

SHOWER

PT-1

RB-1

ERF-2

CORRIDOR

PT-1

RB-1

ERF-2

CHANGING

ROOM

PT-1

RB-1

ERF-2

CORRIDOR

PT-1

RB-1

ERF-2

CORRIDOR

PT-1

RB-1

ERF-2

EXISTING

PAINT ROOM

PATCH EXISTING FLOORING WITH LVT-1 AS

NEEDED TO ACCOMMODATE TRENCHING

FOR UNDERSLAB PIPING.

PT-2

PT-2

PT-1 FINISH

WHERE INDICATED

ERF-1

N/A

N/A

N/A

N/A

CLEAN EXISTING EPOXY FLOOR

RB-1

ROPPE

4" x 1/8" GAUGE - TOED BASE

STONE COLD

BASE FOR ALL VCT

INTERIOR FINISH LEGEND

FINISH TYPE IDENTITY CODE MANUFACTURER / STYLE COLOR NAME / COLOR # REMARKS

LIST FINISH TYPE

HERE

ERF-2

KEY RESIN COMPANY

KEY QUARTZ B-125

BROWN

214-D

CLEAN EXISTING EPOXY FLOOR

BEFORE APPLYING NEW COATS

LVT-1

ARMSTRONG FLOORING

12"x24", LOW GLOSS

REDONDO BEACH

J6219

MATCH EXISTING FLOORING

PT-1

SHERWIN WILLIAMS

EGGSHELL FINISH

PEARLY WHITE

SW7009

FINAL COLOR APPROVAL BY OWNER

PT-2

SHERWIN WILLIAMS

PRO MAR 200, INTERIOR LATEX

WHITE

SEMI GLOSS

PROVIDE AT ALL WET WALLS

FINAL COLOR APPROVAL BY OWNER

FINISH ABBREVIATIONS

AFP ACOUSTICAL FABRIC PANELS

CPT CARPET

CT CERAMIC TILE

EX. EXISTING FINISH TO REMAIN

EXP EXPOSED

GWB GYPSUM WALLBOARD (PAINTED)

P PAINTED

PE SOLID PVC EDGING

PL PLASTIC LAMINATE

PT PAINT

RF RUBBER FLOORING

RB RUBBER BASE

SCF SEALED CONCRETE FLOOR

SS SOLID SURFACING MATERIAL

TB TACKBOARD

VRB VENTILATED RUBBER BASE

VCT VINYL COMPOSITION TILE

ERF EPOXY RESIN FLOORING

ERPT EPOXY RESIN PAINT

GENERAL FINISH NOTES:

INDICATES EXTENT OF INDICATED FINISH

ROOM NAME

A1000

WF

BF

FF

ROOM FINISH TAG

TYPICAL WALL FINISH

BASE FINISH

FLOOR FINISH

ROOM NAME

ROOM NUMBER

INDICATES CORNER GUARD

E

AE401

AE111

B6

D6

PROVIDE GWB UNDER ENTIRE ACCESS

PLATFORM. FASTEN TO HORIZONTAL

WALL BRACING. EXTEND GWB 2'-0"

MIN. IN BOTH DIRECTIONS ALONG

THE CORRIDOR.

M

IN

'-0

ACCESS

PLATFORM.

M

IN

'-9

/4

SEE STRUCTURAL DRAWINGS

FOR DETAILS AND LOCATION

PT-1 FINISH

WHERE INDICATED

ACCESS PLATFORM (SEE

STRUCTURAL FOR

DETAILS)

BUILD WALL TO UNDERSIDE

OF STRUCTURE

194 SF

CORRIDOR

RUBBER BASE

CONCRETE LEDGE

SEE FLOOR PLAN FOR WALL TYPE

LOCKER

CONTINUOUS 2X4 TREATED

WOOD BLOCKING

3"

BENT BARS

A Se rv ic e D i s a b le d Ve t e r an Owned

S m a l l B u s iness

SDVOSB

CVE

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0700-0008

B

A

C

D

E

F

NO. DESCRIPTION DATE

PLAN

NORTH

ACTUAL

NORTH

Phone 609.695.7400

HAMILTON, N.J. 08691

1395 YARDVILLE HAMILTON SQUARE ROAD

Architecture Planning Design

SPIEZLE ARCHITECTURAL GROUP, INC.

Architecture Planning Design

Fax 609.394.2274

SPIEZLE ARCHITECTURAL GROUP, INC.

NOT FOR CONSTRUCTION - FULLY SPRINKLERED

B3 SUBMISSION

REPAIR CORROSION

CONTROL FACILITY BLDG.

JOINT BASE

McGUIRE-DIX-LAKEHURST AFB, NJ

PTFL132039

12-05-2019

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL

ENGINEER. REFLECTED CEILING PLAN

AND FINISH PLAN

AE111

1/8" = 1'-0"1

REFLECTED CEILING PLAN

CEILING TYPE SCHEDULE

TYPE MARK DESCRIPTION

ACT-1 2x2 ACT PANEL

GYP GYPSUM BOARD CEILING

1/8" = 1'-0"2

FINISH PLAN

1/4" = 1'-0"3

ACCESS PLATFORM PLAN

1/4" = 1'-0"4

ACCESSPLATFORM SECTION

1 1/2" = 1'-0"5

TYPICAL LOCKER BASE DETAIL

Level 1 0"

Bottom of Steel 22' - 9"

AE300

AE300

'-0

18 GA. 8" METAL STUDS @ 16" O.C. HORIZONTAL

WALL BRACING. BRACE TO THE TOP OF

PARTITIONS. HANG CEILING GRID FROM

HORIZONTAL BRACING. FASTEN 1/2" GYPSUM WALL

BOARD ON TOP. DESIGN INTENT IS FOR BRACING

ONLY; DO NOT USE FOR STORAGE.

18 GA. 8" METAL STUD AT 16" O.C.

1/2" MASONRY ANCHOR AT 48" O.C.

F

1/2" GWB

18 GA. 8" METAL STUD AT 16" O.C.

1/2" GWB

OF EXISTING

STEEL SUPPORT

OF EXISTING

STEEL SUPPORT

CUT VERTICAL LEG OF ANGLE TO

ALLOW TOP HORIZONTAL LEG TO

BEAR ON LOWER SUPPORT ANGLE

OPENING

OR CURB

TYP.

TO UNDERSIDE OF

TOP FLANGE (TYP.)

" S1 "

S

NOTES:

1. FOR SIZE AND LOCATION OF OPENINGS SEE MECHANICAL DRAWINGS.

2. STEEL CONTRACTOR SHALL VERIFY ALL OPENINGS AND EXACT

LOCATIONS WITH THE TRADE CONTRACTOR REQUIRING SAID

OPENINGS PRIOR TO FABRICATION AND ERECTION OF STEEL FRAMES.

3. PROVIDE STEEL FRAMES AS SHOWN AROUND ALL REQUIRED

OPENINGS LARGER THAN 8" AT ROOF.

4. PROVIDE STEEL ANGLES ON ALL SIDES OF OPENINGS UNLESS

BEAM IS SHOWN ON PLAN. ANGLE SIZES TO BE:

FOR "S1" OR "S2" < 6'-6" L-4"x4"x5/16" FOR "S1" OR "S2" > 6'-6" L-6"x6"x3/8"

5. PROVIDE STEEL ANGLES ON ALL SIDES OF MECHANICAL CURBS UNLESS

BEAM IS SHOWN ON PLAN. ANGLE SIZES TO BE L-6"x6"x3/8".

6. FOR SIZE AND LOCATION OF MECH'L UNITS, SEE MECHANICAL DWGS.

EXISTING ROOFING

ASSEMBLY TO REMAIN

METAL COUNTERFLASHING

EXHAUST FAN

PRE-MANUFACTURERD CURB

FLASHING MEMBRANE

M

IN

EXISTING ROOF DECK TO

REMAIN

PRE-MANUFACTURED CANT

2X P.T. WOOD BLOCKING

LAP MEMBRANE FLASHING

UP AND OVER T.O. CURB

PROVIDE TIE-IN TO EXISTING ROOFING ASSEMBLY

AS TO NOT VOID EXISTING ROOF WARRANTY

STEEL ANGLE. REFER TO

TYPICAL CURB SUPPORT

DETAIL (5/A3.1)

REMOVE PORTION OF EXISTING ROOF

DECK AND ROOFING ASSEMBLY TO

ACCOMODATE INSTALLATION OF

EXHAUST FAN CURB AND DUCTWORK

GENERAL NOTE:

EXISTING ROOF IS A SBS MODIFIED ROOFING ASSEMBLY

UNDER EXISTING WARRANTY. PERFORM ALL WORK AS TO

NOT VOID EXISTING WARRANTY.

GENERAL ROOFING NOTES

1. SEE ROOF PLAN FOR DESIGNATION OF SPECIFIC 'ROOF ASSEMBLY TYPES'.

2. THE QUANTITY AND LOCATION OF ALL EXISTING AND NEW ROOFTOP EQUIPMENT INCLUDING BUT NOT

LIMITED TO MECHANICAL UNITS, ROOF AND OVERFLOW DRAINS, VENTS AND ELECTRICAL CONDUIT AND DEVICES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND COORDINATE WITH NEW CONDITIONS

INDICATED UNDER BASE BIDS, ALTERNATE BIDS AND SEPARATE CONTRACT(S) WHERE APPLICABLE.

3. ROOF CRICKETS SHALL SLOPE AT A MINIMUM RATE OF 1/2" PER FOOT AND BE LOCATED IN LOW VALLEYS, BETWEEN ROOF DRAINS AND BEHIND EQUIPMENT TO DIVERT WATER AROUND CURBS, RAILS

AND OTHER EQUIPMENT SUPPORTS, WHETHER INDICATED OR NOT.

4. ALL WOOD BLOCKING AND PLYWOOD SHEATHING SHALL BE PRESERVATIVE TREATED. UNLESS

OTHERWISE NOTED, ALL PLYWOOD SHEATHING SHALL BE A MINIMUM OF 5/8" THICK.

5. WHETHER INDICATED OR NOT ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

FLASHING ALL ROOFTOP EQUIPMENT AND PENETRATIONS PER THE DETAILS AND/OR ROOFING

MANUFACTURER'S REQUIREMENTS, WHICHEVER IS STRICTER.

6. PROVIDE ROOF PROTECTION PADS COMPATIBLE WITH THE SPECIFIED ROOFING SYSTEM BELOW ALL POINTS OF CONTACT OF EQUIPMENT SUPPORT RAILS, DUCT SUPPORTS, PIPE CARRIERS AND OTHER

SUPPORT DEVICES WHICH DO NOT PENETRATE THE ROOF.

7. THE BUILDING MAY BE OCCUPIED DURING ROOFING REMOVAL AND REPLACEMENT. THE CONTRACTORS

WORK AND SEQUENCING SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT PRIOR TO

COMMENCEMENT OF WORK.

8. FOR ALL CONNECTIONS TO EXISTING ROOFS TO REMAIN, COORDINATE WITH THE MANUFACTURER OF THE EXISTING ROOFING SYSTEM PRIOR TO THE START OF WORK TO VERIFY THE COMPATIBILITY OF ALL FLASHING METHODS, ROOFING MATERIALS AND INSTALLATION METHODS SO AS NOT TO VOID EXISTING

ROOF WARRANTIES.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISCONNECT, EXTENSION, TEMPORARY RELOCATION AND RECONNECTION OF UTILITIES THAT MAY BE NECESSARY TO FACILITATE THE WORK. COORDINATE ALL UTILITY INTERRUPTIONS AND SHUTDOWNS WITH THE OWNER AND ARCHITECT PER THE SPECIFICATIONS.

10. THE CONTRACTOR SHALL PURGE, DISCONNECT, RAISE AND RECONNECT EXISTING GAS PIPING AS

NECESSARY TO COMPLETE THE WORK.

11. ALL EXISTING ROOFTOP EQUIPMENT, CURBS, RAILS AND VENTS SHALL REMAIN, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING MINIMUM CLEARANCES BETWEEN

ROOF SURFACES AND BOTTOM OF EQUIPMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING EXISTING EQUIPMENT TO REMAIN AND SHALL REPAIR/REPLACE DAMAGED EQUIPMENT

IMMEDIATELY AT NO COST TO THE OWNER.

12. LOCATIONS OF ROOF PENETRATIONS ARE DIAGRAMMATIC AND MUST BE COORDINATED WITH OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL COORDINATE FINAL PLACEMENT OF EQUIPMENT WITH STEEL FRAMING, EXISTING EQUIPMENT AND CONDITIONS BELOW THE ROOF DECK THAT MAY INHIBIT THE INSTALLATION OF SAID EQUIPMENT FROM LOCATIONS DEPICTED IN THE DRAWINGS.

13. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL HAZARDOUS MATERIALS.

REFER TO THE PROJECT MANUAL AND ABATEMENT DRAWINGS FOR ADDITIONAL INFORMATION

REGARDING REMOVAL, HANDLING AND DISPOSAL PROCEDURES.

14. REPLACE DAMAGED MATERIALS AND ASSEMBLIES IN 'LIKE KIND' LEAVING NO EVIDENCE OF PATCHING OR

REPAIRS AS DETERMINED BY THE ARCHITECT AND AT NO COST TO THE OWNER.

A Se rv ic e D i s a b le d Ve t e r an Owned

S m a l l B u s iness

SDVOSB

CVE

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0700-0008

B

A

C

D

E

F

NO. DESCRIPTION DATE

PLAN

NORTH

ACTUAL

NORTH

Phone 609.695.7400

HAMILTON, N.J. 08691

1395 YARDVILLE HAMILTON SQUARE ROAD

Architecture Planning Design

SPIEZLE ARCHITECTURAL GROUP, INC.

Architecture Planning Design

Fax 609.394.2274

SPIEZLE ARCHITECTURAL GROUP, INC.

NOT FOR CONSTRUCTION - FULLY SPRINKLERED

B3 SUBMISSION

REPAIR CORROSION

CONTROL FACILITY BLDG.

JOINT BASE

McGUIRE-DIX-LAKEHURST AFB, NJ

PTFL132039

12-05-2019

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL

ENGINEER. BUILDING SECTIONS AND DETAILS

AE300

1/4" = 1'-0"1

PARTIAL BUILDING SECTION

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

SECTION DETAIL

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

SECTION DETAIL

1/2" = 1'-0"4

TYPICAL CURB SUPPORT UNDER MECHANICAL CURB

1 1/2" = 1'-0"5

TYPICAL EXHAUST FAN DETAIL

AE401 2

AE401 7

AE401

4 6

450 SF

MEN'S

LOCKER

ROOM

249 SF

WOMEN'S

LOCKER

ROOM

102 SF

CORRIDOR

77 SF

CORRIDOR

33 SF

CHANGING

ROOM

194 SF

CORRIDOR

88 SF

TOILET /

SHOWER

'-0

'-1

/4

'-3

'-8

/2

'-8

/2

'-0

'-0

'-6

05 11

'-7

/8

'-0

1'-6 1/4"

'-6

'-0

'-0

'-0 " 1

'-0

'-6

/8

2'-0" 1'-8"

10" 3'-3" 10"

'-0

'-0

AE401

TYP

AE401

TYP

TOILET ACCESSORY LEGEND

MARK DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS

SOAP DISPENSER BOBRICK B-2111

BOBRICK

COAT HOOK BOBRICK B-6827 --

BOBRICK

B-3942

COMBINATION PAPER TOWEL

AND WASTE RECEPTACLE

BOBRICK --

MIRROR (SINGLE LAVATORY)

BOBRICK

B-290 x 2436

MIRROR (FULL LENGTH)

BOBRICK

B-290 x 2472

HOOK STRIP B-232 x 24

GRAB BAR SET (WATER CLOSET) B-6806 x 36" (H) B-6806 x 42" (H) B-6806 x 18" (V)

TOILET PAPER DISPENSER BOBRICK B-2890

SANITARY NAPKIN DISPOSAL BOBRICK B-270 --

V VERTICAL MOUNTING

H HORIZONTAL MOUNTING

ACCESSIBILITY DESIGN STANDARDS

AMERICAN NATIONAL STANDARD

ICC/ANSI A117.1-2009, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

NEW JERSEY UNIFORM CONSTRUCTION CODE

SUBCHAPTER 7: BARRIER-FREE DESIGN

NOTES:

1. FIXTURES SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE

CODES AND REGULATIONS.

2. WRAP ALL EXPOSED PIPING.

3. HEIGHT OF WATER CLOSETS ARE MEASURED FROM FINISHED FLOOR TO THE TOP OF THE SEAT.

4. DISPENSERS SHALL BE 1-1/2" MINIMUM BELOW AND 12" MINIMUM ABOVE GRAB BAR (TYP.)

5. AT FRAMED WALL ASSEMBLIES PROVIDE REINFORCING FOR SURFACE MOUNTED ACCESSORIES.

WH = WALL HYDRANT

HB = HOSE BIBB

= BARRIER-FREE ACCESSIBILITY

= INDICATES 5'-0" CLEAR

TURNING RADIUS

R= 30"

11 BENCH BRADLEY LENOX PEDESTAL VERIFY SIZE IN FIELD

CURTAIN, CURTAIN ROD, AND HOOKS BOBRICK 204-2, B-207 x 36, 204-1 --10

UTILITY SHELF BOBRICK B-239 x 34 --

13 ACCESSIBILITY SIGNAGE SEE TYPICAL DETAIL AND SPECIFICATIONS

INTERIOR SIGNAGE TYPE R

INTERIOR SIGNAGE TYPE R

DOOR AND FRAME NOTES

1. OPENING FORCE OF INTERIOR NON-RATED DOORS SHALL BE NO GREATER THAN 5 LBS.

2. OPENING FORCE OF FIRE RATED DOORS SHALL BE NO GREATER THAN 8 LBS.

3. ALL EXTERIOR GLAZING IN NON-RATED WALL AND DOOR ASSEMBLIES SHALL BE MINIMUM 1" INSULATED GLAZING. REFER TO SPECIFICATIONS FOR GLAZING TYPES.

4. PAINT ALL EXPOSED STEEL (COLOR AS SELECTED BY ARCHITECT).

5. PROVIDE COMPATIBLE FLASHING MATERIALS BETWEEN DISSIMILAR MATERIALS SUCH AS STEEL TO ALUMINUM.

6. SHIM ASSEMBLIES AS REQUIRED FOR PLUMB AND LEVEL. PROVIDE SEALANT AND BACKER RODS AT ALL JOINTS BETWEEN WINDOW SYSTEMS, DOOR FRAMES AND OTHER SURROUNDING CONSTRUCTION.

7. ALUMINUM WINDOW AND ENTRANCE FRAMES SHALL NOT BE INSTALLED I DIRECT CONTACT WITH DISSIMILAR BUILDING MATERIALS.

8. THE MINIMUM LATCH SIDE CLEARANCE BETWEEN THE EDGE OF DOOR AND ADJACENT WALL OR OBSTRUCTIONS ON PULL SIDE SHALL BE 1'-6" MINIMUM.

9. THE MINIMUM LATCH SIDE CLEARANCE BETWEEN THE EDGE OF DOOR AND ADJACENT WALL OR OBSTRUCTIONS ON PUSH SIDE SHALL BE 1'-0" MINIMUM.

10. DO NOT APPLY WALL BASE TO HOLLOW METAL OR ALUMINUM FRAMES, UNLESS OTHERWISE NOTED.

11. THE CONTRACTOR SHALL COORDINATE FOR INSTALLATION OF POWER, CONDUIT AND/OR WIRING, ETC. AT OPENINGS SCHEDULED TO RECEIVE DEVICES SUCH AS DOOR CONTACTS. CARD READERS, ELECTRIC LOCKS AND

AUTOMATIC DOOR OPENERS.

DOOR WIDTH

D O

O R H

EI

G

H T

2" 2"

HM1 F

PARTITION (PER PLANS)

HOLLOW METAL FRAME

DOOR

BOND BEAM OR OTHER

LINTEL ASSEMBLY

PARTITION

PER PLANS

HOLLOW METAL

FRAME

DOOR

SEALANT

(TYP.)

V A R

IE

S B Y

TY

PE

5/8" 2"

/1

/2

HOLLOW METAL

FRAME

MASONRY FRAME

ANCHOR

SEALANT BOTH SIDES

HOLLOW METAL

FRAME

V A R

IE

S B Y

TY

PE

/2

/2

5/8" 2"

H1

J1

H2

J2

PAVING (PITCHED

FOR DRAINAGE)

MIN.

4"

BARRIER-FREE

ALUMINUM THRESHOLD

(SET IN FULL BED OF

SEALANT)

3/8" CONTROL JOINT

WITH SEALANT

SCHEDULED FLOOR FINISH

NON-SHRINK GROUT

FLUSH

EXPANSION

JOINT COVER

SCHEDULED FLOOR

FINISH

T1 T2

SOAP

DISPENSER

PAPER

TOWEL

DISPENSER

WASTE

DISPOSAL

PAPER TOWEL

COMBO UNIT

ELECTRIC

HAND DRYER

MIRROR

(SINGLE LAV.)

MIRROR

(MULTI LAV.)

MIRROR

(FULL HEIGHT)

TOILET TISSUE

DISPENSER

SANITARY NAPKIN

DISPOSAL

GARMENT

HOOK

6"x6" ADA

STALL SIGN

S

EE

S C

H

ED

U

LE

SEE

SCHED.

SEE

SCHEDULE

SEE

SCHED.

S

EE

S C

H

ED

M A X.

H

EI

G H

T

TO

O

PE

R A B

LE

P A R

TS

'-0

FIN.

FLOOR

FIN.

FLOOR

URINAL

ACCESSIBL

E

URINAL

STANDARD

FLUSH VALVE

(TYP.)

S

TA

N D

A R D

A D

A

12" MAX. 42" MIN.

40"

M

IN

M

IN

7"-9"

TOILET

STALLS

GRAB

BARS

TOILET

PARTITION

18"

36" MIN. 6"

WALL

HUNG

LAVATORY

M

A X.

8"

11"

INSULATE

EXPOSED

PIPES

(TYP.)

ELEC. WATER

COOLER

S

TA

N D

A R D

8"

11"

M

A X.

A D

A

TRANSFER-TYPE

SHOWER COMPARTMENT

TRANSFER-TYPE

SHOWER CONTROLS

BACK WALL

36" MIN.

M

IN

S

EA

T W

A

LL

M

IN

12"

C O

N

TR

O L

W A

LL

18"

CL

M

A X.

MAX.

15"

CONTROL

WALLCONTRO

L AREA

6" 24"

GRAB

BAR

FOLD-UP

SEAT

6" 6"

6"

A RM

RW

R

RB

RG

MEN'S RESTROOM

WITH PICTOGRAM

WOMENS RESTROOM

WITH PICTOGRAM

BOYS RESTROOM

WITH PICTOGRAM

GIRLS RESTROOM

WITH PICTOGRAM

ROOM NAME / NUMBER

CONTINUOUS SEALANT (TYP.)1/2"

/4

" SOLID SURFACE BACK SPLASH

SOLID SURFACE ON 3/4" MOISTURE

RESISTANT PLYWOOD SUBSTRATE

SOLID SURFACE SIDE SPLASH

BOTH ENDS OF COUNTER

SOLID SURFACE ON 3/4" MOISTURE RESISTANT

PLYWOOD SUBSTRATE

1/4"

/2

/2

/2

/4

1"

/4

/4

SOLID SURFACE EASED EDGE PROFILE

DRIP GROOVE DETAIL AT WET LOCATIONS

BLOCKING AS REQUIRED

GRIND JOINT SMOOTH

A Se rv ic e D i s a b le d Ve t e r an Owned

S m a l l B u s iness

SDVOSB

CVE

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0700-0008

B

A

C

D

E

F

NO. DESCRIPTION DATE

PLAN

NORTH

ACTUAL

NORTH

Phone 609.695.7400

HAMILTON, N.J. 08691

1395 YARDVILLE HAMILTON SQUARE ROAD

Architecture Planning Design

SPIEZLE ARCHITECTURAL GROUP, INC.

Architecture Planning Design

Fax 609.394.2274

SPIEZLE ARCHITECTURAL GROUP, INC.

NOT FOR CONSTRUCTION - FULLY SPRINKLERED

B3 SUBMISSION

REPAIR CORROSION

CONTROL FACILITY BLDG.

JOINT BASE

McGUIRE-DIX-LAKEHURST AFB, NJ

PTFL132039

12-05-2019

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL

ENGINEER. ENLARGED PLANS AND DOOR DETAILS

AND SCHEDULES

AE401

1/4" = 1'-0"1

ACCESSORIES FLOOR PLAN

1/4" = 1'-0"2

INTERIOR ELEVATION

1/4" = 1'-0"4

INTERIOR ELEVATION

1/4" = 1'-0"5

INTERIOR ELEVATION

1/4" = 1'-0"6

INTERIOR ELEVATION

1/4" = 1'-0"7

INTERIOR ELEVATION

1/4" = 1'-0"8

INTERIOR ELEVATION

1/4" = 1'-0"9

INTERIOR ELEVATION

1/4" = 1'-0"3

INTERIOR ELEVATION

DOOR AND FRAME SCHEDULE

NO. TO

DOOR FRAME

STOP

TYPE

HARDWAR

E SET

FIRE

RATING REMARKS

SINGLE /

PAIR

DOOR

WIDTH

DOOR

HEIGHT

DOOR

THK.

DOOR

MAT.

DOOR

TYPE

FRAME

TYPE

FRAME

MAT.

HEAD

TYPE

JAMB

TYPE

THRESHOLD

TYPE

143 CORRIDOR SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 4.0

145 CORRIDOR SINGLE 2' - 6" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 6.0

147 CORRIDOR SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H2 J2 2.0

152 AIRPLANE HANGER SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H2 J2 1.0

153 CORRIDOR SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 3.0

176 CHANGING ROOM SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 4.0

181 WOMEN'S LOCKER ROOM SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 7.0

182 MEN'S LOCKER ROOM SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 7.0

185 TOILET / SHOWER SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 5.0

188 CORRIDOR SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 3.0

192 CORRIDOR SINGLE 3' - 0" 7' - 2" 1 3/4" HM F HM1 HM H1 J1 3.0

1/4" = 1'-0"13

FRAME AND DOOR TYPE

1" = 1'-0"12

HEAD AND JAMB DETAILS

1" = 1'-0"14

THRESHOLD TYPES

90 MIN

1/4" = 1'-0"11

STANDARD PLUMBING FIXTURE AND ACCESSORY MOUNTING

HEIGHTS

3" = 1'-0"

INTERIOR SIGNAGE

3" = 1'-0"15

TYPICAL DETAIL AT SINK COUNTERTOP

3" = 1'-0"16

TYPICAL DETAIL AT SINK COUNTERTOP

STRUCTURAL

ABBREVIATIONS AND NOTES

S-001

RPER

PLAN

NORTH

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

STRUCTURAL

PLATFORM FRAMING PLAN

S-101

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

STRUCTURAL

FLOOR RENOVATION PLAN

S-102

STRUCTURAL

SECTIONS AND DETAILS

S-501

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

FIRE PROTECTION

LEGEND, NOTES & DETAILS

FX001

pdMR

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

FIRE PROTECTION

FLOOR PLAN

FX101

PLUMBING

ABBREVIATIONS, GENERAL NOTES

& SYMBOLS

P-001 pdTH

PLAN

NORTH

ACTUAL

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

PLUMBING

UNDERSLAB PIPING PLANS

P-100

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

PLUMBING

FLOOR PLANS

P-101

DETAILS

P-501 pdTH

PLAN

NORTH

ACTUAL

RISER DIAGRAMS & SCHEDULES

P-601 pdTH

ABBREVIATIONS,

NOTES AND SYMBOLS

MC001

ARFPB

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

MECHANICAL

DUCTWORK PLANS

DEMOLITION & NEW WORK

M-101

MECHANICAL

DETAILS

M-501

MECHANICAL

SCHEDULES

M-601

ARFPB

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

DIAMETER

CFM IN IN BHP HP

EF-1 ROOF LOCKERS

TOILET & LOCKER

EXHAUST

905 0.25

CENTRIFUGAL DOME

STYLE

BI CURVED WHEEL 12 DIRECT 1460 0.1 0.25 1 120 1750 ELECTRONIC GREENHECK AE-12-433-A 1,2,3

NOTES:

3. ELECTRONIC SPEED CONTROL

BASIS OF DESIGN

OR APPROVED EQUAL

MOTOR ELECTRICAL

REMARKSSPEED

CONTROL

FAN

MAX

RPM

DRIVE PHASE

MARK LOCATION

TYPE

FAN

RPM

1. ROOF CURB.

NOMINAL

POWER

2. BACKDRAFT DAMPERS

4. BIRD SCREEN

ARRANGEMENT,

ROTATION, AND

DISCHARGE

FAN SCHEDULE

AREA AND/OR

BLDG SERVED

SYSTEM

AND/OR

SERVICE

AIR

FLOW

VOLT

TSP

Db Wb Db Wb

CFM CFM IN MBH MBH °F °F °F °F WATTS CONTROL VOLTS PHASE FLA MCA MCOP

AC-1

CEILING OF CORROSION

CONTROL LOCKERS

CORROSION

CONTROL LOCKERS

COOLING AND

HEATING

725 725 1 40 22.5 87.8 73.8 57.6 56.5 13.6 4" MERV 8 800 CONST VOLUME 208 3 2.8 4 15 AAON H3-ARB-8-0-161C-12F

NOTES:

1. HORIZONTAL UNIT

2. CONSTANT VOLUME, 100% OA

3. FULL DIGITAL CONTROL SYSTEM

4. UNIT THERMOSTAT WITH 7 DAY TIMECLOCK

5. MODULATING HOT GAS REHEAT AND DIGITAL HUMIDITY CONTROLS

6. TWO POSITION ELECTRIC OUTSIDE AIR DAMPER

INDOOR UNIT SPLIT SYSTEM AIR CONDITIONER ELECTRIC SCHEDULE

MARK LOCATION

AREA AND/OR

BLDG SERVED

TYPE

MIN NET

TOTAL

CAPACITY

MIN NET

SENS

CAPACITY

COOLING CAPACITY

AIR

FILTER

MARK

NO

BASIS OF DESIGN

LAT SYSTEM

EER

INDOOR FAN

TOTAL

SUPPLY

AIR

FLOW

CIRCUIT

ELECTRICAL DATA

EAT

MIN.

OUTSIDE

AIR

FLOW

EXT

STATIC

PRESSURE

FAN

POWER

CFM °F BTUH BTUH Ø" Ø" HP

GDH-1 ABOVE CEILING LOCKER ROOM

N. GAS, INDOOR, SEPERATED

COMBUSTION, POWER VENTED

725 10 75,000 60,000 4" 1" 0.02 1 115 72 MODINE DFS-75

1. PROVIDE WITH SPARK IGNITION, VERTICAL LOUVERS, THERMOSTAT, SUSPENSION KIT AND AUTOMATIC SHUTOFF VENT DAMPER.

2. INSTALL PER THE MANUFACTURES INSTALLATION INSTRUCTIONS.

3. PROVIDE ABOVE ROOF CONCENTRIC FLUE/COMBUSTION VENT, BELOW ROOF CONCENTRIC VENT ADAPTER AND B LISTED INDOOR VENT WITH DRIP LEG AND CLEANOUT AND COMBUSTION AIR PIPING.

4. 409 SS STEEL HEAT EXCHANGER AND BURNER

4. PROVIDE GAS MODULATING CONTROL PACKAGE AND SPACE AND DUCT MOUNTED TEMPERATURE SENSORS. CONTROL IS TO PROVIDE DUCT SETPOINT RESET BY SPACE TEMPERATURE.

5. PROVIDE ENABLE CONTACTS BASED ON AC UNIT OPERATING

6. CONTROL PACKAGE TO BE BACNET COMPLIANT

7. CONDENSATE CONNECTION DRAIN KIT.

NOTES:

GAS

CONNECTION

FAN MOTOR

INSTALLED

WEIGHT

LBS

BASIS OF DESIGN

PHASE VOLT

MARK LOCATION

AREA AND/OR

BLDG SERVED

TYPE

AIR

FLOW

EAT

HEATING

INPUT

THERMAL

OUTPUT

COMBUSTION AIR AND

VENT OUTLET SIZE

NATURAL GAS DUCT HEATER SCHEDULE

NOMINAL

POWER

MBH °F °F HP

ACCU-1 GRADE

CORROSION

CONTROL LOCKERS

AC-1

DIGITAL

SCROLL

41.1 410a 40 95 13.6 1 3 208 1 0.33 1 120 -----

NOTES:

AIR COOLED CONDENSING UNIT SCHEDULE (AIR CONDITIONING SERVICE)

MARK LOCATION

AREA

AND/OR

BLDG SERVED

SYSTEM

AND/OR

SERVICE

TYPE

MIN

REFRIGERATION REFRIGERANT

MAX

SUCTION

TEMP @

COMP

OA

TEMP

MIN

SYSTEM

EER

COMPRESSOR MOTOR CONDENSER FAN MOTOR

REMARKS

VOLT

1. UL-RATED STARTERS SHALL BE FURNISHED BY MANUFACTURER OF EQUIPMENT.

2. kW/TON INCLUDES CONDENSER FANS.

# COMP PHASE VOLT # FANS PHASE

IN WG IN x IN IN IN x IN

SD-1

SUPPLY

DIFFUSER

SEE

DRAWINGS

0.070 CEILING 24 x 24

SEE

DRAWINGS

SEE

DRAWINGS

20 NONE ALUMINUM WHITE TITUS TMS 9 LOUVERED FACE

NOTES:

1. SEE FLOOR PLAN FOR THROW PATTERN. 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING TYPE.

2. SEE DETAIL FOR DAMPER IN BRANCH DUCT SERVING EACH DIFFUSER. 7. THROW VALUE IN FEET FOR 100 FPM TERMINAL VELOCITY.

3. PROVIDE SQUARE TO ROUND ADAPTER. 8. PROVIDE FLEXIBLE DUCT WHERE SHOWN ON DRAWINGS AT DIFFUSER NECK SIZE,

4. INSTALL ALL AIR DEVICES IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 9. PROVIDE 0.5 INCH FIBERGLASS WITH VAPOR BARRIER ON BACKPAN,

5. MAX NC RATING BASED ON 10dB ROOM ABSORBTION.

FINISH

AIR DEVICE SCHEDULE (SUPPLY)

REMARKSDAMPERMOUNTING ACCESSORIES

PANEL/

FRAME

SIZE

NECK

SIZETYPE

MAX APD BASIS OF DESIGN

OR APPROVED EQUAL

NCMARK CONSTRUCTIONAIR FLOW

DUCT

SIZEMIN MAX

CFM CFM IN WG IN x IN IN x IN

EG-1

EXHAUST

REGISTER

0 175 0.060 CEILING

SEE

DRAWINGS

SEE

DRAWINGS

25 NONE WHITE TITUS 45F

EG-2

EXHAUST

REGISTER

0 800 0.006 CEILING

SEE

DRAWINGS

SEE

DRAWINGS

25 NONE WHITE TITUS PAR

NOTE:

PROVIDE SQUARE TO ROUND ADAPTER.

AIR DEVICE SCHEDULE (RETURN AND EXHAUST)

MARK TYPE

PANEL/FRAME

SIZE

NECK

SIZE

AIR FLOW MAX

APD NCMOUNTING DAMPER FINISH

BASIS OF DESIGN

OR APPROVED EQUAL

ELECTRICAL

SYMBOLS, LEGEND,

AND ABBREVIATIONS

EC001

MRMR

PLAN

NORTH

ACTUAL

NOTES

EC002

MRMR

PLAN

NORTH

ACTUAL

DEMOLITION PLAN

ED101

MRMR

PLAN

NORTH

ACTUAL

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

ELECTRICAL

LIGHTING PLAN

EL101

MJRMJR

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

ELECTRICAL

POWER PLAN

EP101

ACTUAL

NORTH

SPIEZLE ARCHITECTURAL GROUP, INC.SPIEZLE ARCHITECTURAL GROUP, INC.

ELECTRICAL

SIGNAL PLAN

EY101

DETAILS AND PANEL SCHEDULES

E-501

MRMR