Drawings.pdf

AREA OF WORK

BLDG 821

PLAN NORTH

BASE CONTRACTING

BLDG 729

BASE CIVIL ENGINEERING

BLDG 744

MAIN GATE

CONSTRUCTION HAUL ROUTE

801 802

820FREE ZONE

E N

T E

R

WORK AREA

1. THE CONTRACTOR MUST COORDINATE WITH THE ASSIGNED GOVERMENT

ESCORT BEFORE ENTERING OR LEAVING THE CONTROLLED AREA THROUGH

ACCESS GATE BY BUILDING 802. ALL CONTRACTOR RESOURCES (VEHICLES,

EQUIPMENT, ETC.) MUST USE A DIRECT ROUTE BETWEEN THE ACCESS GATE AND

THE FREE ZONE ENTRANCE AND ARE NOT ALLOWED IN OTHER ADJACENT

CONTROLLED/RESTRICTED AREAS (UNLESS SPECIAL ARRANGEMENTS ARE PRE-

COORDINATED AND APPROVED IN ADVANCE.)

2. AT THE BEGINNING OF EACH WORK DAY, THE CONTRACTOR MUST NOTIFY THE

ASSIGNED GOVERNMENT ESCORT BEFORE OPENING THE ENTRANCE TO THE FREE

ZONE AREA. LIKEWISE, AT THE END OF THE WORK DAY, THE CONTRACTOR MUST

AGAIN NOTIFY THE GOVERNMENT ESCORT BEFORE CLOSING THE ENTRANCE TO THE

FREE ZONE AREA.

3. CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR

PROVIDING THE FREE ZONE BARRICADES:

• BARRICADES SHALL BE ELEVATED ROPES AND CONES.

• IF THE BARRICADES ARE MOVED, TURNED OVER, ETC. BY HIGH WINDS; THE

CONTRACTOR SHALL RESPOND IMMEDIATELY TO RESTORE THE FREE ZONE

BARRICADES IN THEIR ORIGINAL POSITION

FREE ZONE GENERAL NOTES:

OR

AC

A N

C E

IT

CHAFIN

AR

HC

T

I L

OS

R G

IS

T

EDRE

E

UTH

KEVIN R.

F

O T

S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

934TH AIRLIFT WING

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

J A

N U

A R

Y

N

E B

B

E B

B

C J H

M

B L D

G

A R

C H

Q J K

L

-0

G-001

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

C O

V E

R S

H E

E T

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

MINNEAPOLIS-SAINT PAUL AIR RESERVE STATION

REPAIR WOMEN'S RESTROOM - BUILDING 821

JANUARY 7, 2015

760 MILITARY HIGHWAY

MINNEAPOLIS, MN 55450-2100

CONTRACT NUMBER: FA6643-10-D-0002

TASK ORDER NUMBER: 6N10

PROJECT NUMBER: QJKL 14-0019

F A

-1

-D

-0

# OF

TOTAL

Sheet Number_Pr oject2 SHEET TITLE

GENERAL

1 G-001 COVER SHEET

ARCHITECTURAL

2 A-001 GENERAL NOTES & LEGENDS

3 A-002 PARTITION TYPES & DETAILS

4 AD101 DEMOLITION DETAILS

5 A-101 NEW WORK FLOOR PLAN & REFLECTED CEILING PLAN

6 A-501 RESTROOM DETAILS

7 A-502 RESTROOM ELEVATIONS

PLUMBING

8 P-001 GENERAL NOTES, LEGENDS, DETAILS, AND SCHEDULE

9 P-401 PLUMBING ENLARGED PLANS

MECHANICAL

10 M-001 GENERAL NOTES, LEGENDS, DETAILS AND SCHEDULES

11 M-401 MECHANICAL ENLARGED PLANS

ELECTRICAL

12 E-001 ELECTRICAL GENERAL NOTES AND LEGENDS

13 ED101 SECOND FLOOR DEMOLITION PLANS

14 E-101 SECOND FLOOR NEW WORK PLANS

15 E-601 LIGHT FIXTURE DETAILS AND SCHEDULES

Grand total: 15

INDEX OF DRAWINGS

SCALE: NOT TO SCALE

BASE LOCATION MAP

SCALE: NOT TO SCALE

AREA LOCATION MAP

SCALE: 1" = 60'-0"

FREE ZONE AREA BASE MAP

CONTRACTING OFFICER: CYNTHIA MURRY

PHONE: 612-713-1427

EMAIL: cynthia.murry@us.af.mil

ADDRESS: 934 CONF/LGC

760 MILITARY HIGHWAY, BLDG 729

MINNEAPOLIS-ST PAUL ARS, MIN 55450-2100

OWNER

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

1. ALL EXISTING CONDITIONS AND DIMENSIONS SPECIFIED PER ORIGINAL DESIGN

DRAWINGS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. CONTRACTOR SHALL

VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF

DEMOLITION/CONSTRUCTION (TYP.) AND NOTIFY GOVERNMENT PROMPTLY IF ANY

DISCREPANCIES EXIST.

2. REMOVE ALL EXISTING WORK/MATERIAL, AS DESIGNATED, IN THEIR ENTIRETY

DOWN TO ORIGINAL SUBSTRATES IN INDICATED AREAS TO PERMIT COMPLETION OF

ALL REPAIRS AND REPLACEMENTS.

3. REMOVE ABANDONED PENETRATIONS.

GENERAL DEMOLITION NOTES:

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE NOT

INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL

PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE CRITERIA AND GENERAL

EXTENT OF WORK INDICATED, DESCRIBED OR REQUIRED.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT

DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR

IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK

SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S

PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS,

ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING

REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE

CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS NOT MEANT TO BE PART OF THE CONSTRUCTION

SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION, SEPARATION,

RECYCLE, REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND

EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS

BEFORE COMMENCEMENT OF WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE

ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER

SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN

WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

10.UNLESS NOTED OTHERWISE, ALL NEW GYPSUM BOARD SURFACES ARE TO RECEIVE ONE

PRIMER COAT AND TWO COATS OF PAINT.

11.DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE

OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

12.NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION

OPERATIONS SHALL BE APPLIED.

13.WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING

SHALL BE CONSTRUCTED AS DETAILED OR REFERENCED BY UL OR OTHER REFERENCE.

14.DIMENSIONS SHOWN ARE TO FINISH FACE OF WALL UNLESS SPECIFICALLY NOTED

OTHERWISE.

15.PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT

MANUFACTURER'S STANDARDS.

16.THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE

CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY

BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

17.ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL

APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

18.ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC

CORROSION.

19.NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS.

SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO

RELATED DRAWINGS AND DETAILS.

20.A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL

IS TO BE FINISHED OR FIRE-RATED AS INDICATED.

21.WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS,

THE DOOR WIDTH AND THE DOOR FRAME DETAILS DETERMINE THE LOCATION OF

ADJACENT WALLS AND FRAMES.

22.DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC

DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

23.THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND

WALL SLEEVES, CONDUIT AND ALL MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, STRUCTURAL AND ARCHITECTURAL ITEMS.

24.PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR

MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANEL LOCATIONS SHALL

BE REVIEWED WITH THE CONTRACTING OFFICER PRIOR TO PROCEEDING.

25.ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS

SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS,

FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

26.CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR

PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO

AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

27.CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR

ABOUT EXISTING FACILITIES WITH CONTRACTING OFFICER, PRIOR TO START OF SUCH

WORK.

28.INTERIOR PARTITION AND CEILING MOVEMENT CONTROL:

A. VERTICAL CONTROL JOINTS FOR ANY GWB WALL LENGTH ARE TO OCCUR AT NOT MORE

THAN 30'-0" O.C. (900 SQ. FT. MAX) IN THE HORIZONTAL DIRECTION, UNLESS NOTED

OTHERWISE.

B. HORIZONTAL CONTROL JOINTS FOR ANY GWB CEILINGS ARE TO OCCUR AT NOT MORE

THAN 30'-0" O.C. (900 SQ. FT. MAX) IN THE VERTICAL DIRECTION, UNLESS NOTED

OTHERWISE.

C. THE TYPICAL MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION AT THE HEAD OF THE

WALL CONSTRUCTION RUNNING TO THE UNDERSIDE OF THE STRUCTURE SHALL BE PLUS

OR MINUS 1/2".

GENERAL NEW WORK NOTES:

EARTH

STRUCTURAL FILL

GRAVEL/STONE

CONCRETE/GROUT

CONCRETE

MASONRY UNITS

(CMU)

CMU IN SECTION

FACE BRICK

IN SECTION

CMU RUNNING

BOND ELEVATION

MODULAR BRICK

ELEVATION

EXPOSED FINISHED

WOOD TRIM IN SECTION

RIGID INSULATION

IN SECTION

BATT INSULATION

- THERMAL

SAND/E.I.F.S./

PLASTER/STUCCO

MATERIAL INDICATIONS:

STEEL IN SECTION

PLYWOOD IN SECTION

ELEVATIONS OF GLAZING

A1 View Name

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

DRAWING VIEW TITLE

DRAWING VIEW SCALE

DRAWING VIEW NUMBER

DRAWING TITLE INDICATOR

REVISION NUMBER

LIMIT OF REVISION AREA

REVISION CLOUD AND

NUMBER INDICATOR

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

LIMIT OF ENLARGED AREA

ENLARGED DETAIL/AREA INDICATOR

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

BUILDING SECTION INDICATOR

LINE OF CUTTING PLANE

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

WALL SECTION INDICATOR

SHEET DETAIL IS LOCATED ON

LIMIT OF CUTTING PLANE

DETAIL NUMBER

DIRECTION OF ELEVATION

EXTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

DIRECTION OF ELEVATION

INTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

DETAIL CALLOUT INDICATOR

(MULTIPLE CALLOUTS)

A1

A-101

A2

A-102

A3

A-103

DRAWING SCALE INDICATOR164 8268

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

GRAPHIC SCALE

NORTH ARROW

A101

A1 Ref

A101

A1

Ref

SYMBOLS:

A101

A1

Ref

A101

A1

Ref

A1

A-101

LIMIT OF CUTTING PLANE

PLAN NORTH

OR

AC

A N

C E

IT

CHAFIN

AR

HC

T

I L

OS

R G

IS

T

EDRE

E

UTH

KEVIN R.

F

O T

S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

J A

N U

A R

Y

N

E B

B

E B

B

C J H

M

B L D

G

A R

C H

Q J K

L

-0

A-001

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

G E

N E

R A

L N

O T

E S

L

E G

E N

D S

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

F A

-1

-D

-0

ARCHITECTURAL ABBREVIATIONS

PRE-FAB PREFABRICATED

Q

Q.T. QUARRY TILE

R

RECEP. RECEPTIONIST

REF. REFERENCE

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSE

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

RB RUBBER BASE

S

SCHED. SCHEDULE

SECT. SECTION

SHT. MET. SHEET METAL

SIM. SIMILAR

SCWD SOLID CORE WOOD

STC SOUND TRANSMISSION CLASS

SPEC. SPECIFICATION

SFRM SPRAYED FIRE-RESISTIVE

MATERIAL

SQ. SQUARE

ST. STAIN

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T

TEL. TELEPHONE

TG TEMPERED GLASS

THK. THICK

T'HOLD THRESHOLD

TOIL. TOILET

TOC TOP OF CONRETE

TC TOP OF CURB

TOS TOP OF STEEL

TW TOP OF WALL

TU TOUCH UP

TYP. TYPICAL

U

UL UNDERWRITERS

LABORATORIES

UNFIN. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

V

V.T.R. VENT THRU ROOF

VERT. VERTICAL

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

W

W.C. WATER CLOSET

W.R.G.B. WATER-RESISTANT GYP.

BOARD

W.S. WEATHERSTRIPPING

W. WIDTH

WDW. WINDOW

W.R.O. WINDOW ROUGH OPENING

W.M.P. WIRE MESH PARTITION

W/ WITH

W/O WITHOUT

WD. WOOD

Y

YD. YARD

ARCHITECTURAL ABBREVIATIONS

FTG. FOOTING

FDN. FOUNDATION

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

GL. GLASS

GOVT. GOVERNMENT

G.F.G.I. GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GYP. GYPSUM

GYP. BD.

(GWB)

GYPSUM BOARD

G.B.F. GYPSUM BOARD FURRING

H

HR. HANDRAIL

HDW. HARDWARE

H.V.A.C. HEATING VENTILATION & AIR

CONDITIONING

HGT. HEIGHT OR HIGH

H.P. HIGH POINT

H.M. HOLLOW METAL

HKS HOOKS

HORIZ. HORIZONTAL

HB HOSE BIBB

I

IN. INCH

INSUL. INSULATION

INT. INTERIOR

J

JAN. JANITOR

J.C. JANITOR'S CLOSET

JT JOINT

JST. JOIST

L

LAM. LAMINATE

LDG LANDING

LAV. LAVATORY

L.H. LEFT HAND

LHR LEFT HAND REVERSE

LT. LIGHT

LTG LIGHTING

LONG. LONGITUDINAL

LVR. LOUVER

LP. LOW POINT

M

MGR. MANAGER

MANUF. MANUFACTURER

MAS. MASONRY

M.O. MASONRY OPENING

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

N

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

O.C. ON CENTER

O.W. OPEN WEB

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

P

PT PAINT

PR. PAIR

PNL PANEL

PART. PARTITION

PLAS. PLASTER

PLAN. PLASTIC LAMINATE

PL PLATE

PLYWD PLYWOOD

LBS. POUNDS

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PDU POWER DISTRIBUTION UNIT

P.M.J.F. PRE-MOLDED JOINT FILLER

ARCHITECTURAL ABBREVIATIONS

A

A.F.F. ABOVE FINISHED FLOOR

ACC. DR. ACCESS DOOR/PANEL

ACCESS. ACCESSORIES

ACOUST. ACOUSTICAL

ACT. ACTIVE

ADJ. ADJUST/ADJUSTABLE

A.C. AIR CONDITIONING

ALUM. ALUMINUM

ADAAG AMERICAN WITH DISABILTITES

ACCESSIBILITY GUIDELINES

A.B. ANCHOR BOLT

& AND

ANG. ANGLE

APP. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

A.W.I. ARCHITECTURAL WOODWORK

INSTITUTE

@ AT

AVG. AVERAGE

B

BM. BEAM

BLKG. BLOCKING

BD. BOARD

BTM. BOTTOM

B.H.M.I. BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION, INC.

BLDG. BUILDING

C

CPT. CARPET

CLG. CEILING

CLG. HT. CEILING HEIGHT

CTR. CENTER

C. TO C. CENTER TO CENTER

CL. CENTERLINE

C.T. CERAMIC TILE

CH. CHANNEL

C.O. CLEANOUT

CLR. CLEAR

CLOS. CLOSET

COL. COLUMN

CO. COMPANY

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.J. CONTROL JOINT

CORR. CORRIDOR

C.Y. CUBIC YARD

D

DESC. DESCRIPTION

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DWG. DRAWING

E

EA. EACH

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

ENGR. ENGINEER

E.P. EPOXY PAINT

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXP. TO

STRUCT.

EXPOSED TO STRUCTURE

EXT. EXTERIOR

F

FT. FEET

FV. FIELD VERIFY

FIN. FINISH

F.F. FINISHED FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FLR. FLOOR

F.D. FLOOR DRAIN

FLOUR. FLUORESCENT

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

1. STUD DESIGN CRITERIA: ALL INTERIOR, NON-LOAD BEARING METAL STUDS

SHALL BE 25 GAUGE (MIN.) UNLESS OTHERWISE NOTED. STUDS SHALL BE

DESIGNED FOR A 5 PSF MIN. APPLIED LATERAL LOAD, L/240 MAX. DEFLECTION

STUD THICKNESS (GA.) AND DEPTHS INDICATED ARE MINIMUMS, WHILE STUD

SPACING IS A MAXIMUM ON CENTER SPACING. WHERE REQUIRED PARTITION

HEIGHTS EXCEED ALLOWABLE CRITERIA, STUD THICKNESS SHALL BE

INCREASED AND/OR STUD SPACING REDUCED AS REQUIRED TO MEET

STATED CRITERIA. WHERE WALL HUNG CABINETS, EQUIPMENT, OR FIXTURES

ARE INDICATED, PROVIDE 20 GA. MIN. STUDS.

2. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO FACE OF STUD

OR TO COLUMN CENTERLINE.

3. INSTALLATION OF GYPSUM BOARD, BACKER BOARD, AND BASE BOARD

SHALL CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL

RATINGS.

4. PROVIDE WATER RESISTANT TYPE GYPSUM BOARD AT AREAS THAT ARE

NOTED IN ROOM FINISH SCHEDULE TO RECEIVE CERAMIC OR PORCELAIN TILE

FINISH.

5. PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.

6. PROVIDE 5/8" TYPE X GYPSUM BOARD AT FIRE RATED PARTITIONS.

7. GA (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON THE

MANUFACTURER OF COMPONENTS ACTUALLY USED.

8. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/MOUNTING OF

WALL HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS.

9. WHEN INSTALLING GYPSUM BOARD, CONTRACTOR SHALL COMPLY WITH

REQUIREMENTS OF THE MOST CURRENT EDITION OF THE GYPSUM

ASSOCIATION GA-600 FIRE RESISTANCE DESIGN MANUAL AND THE MOST

CURRENT EDITION OF THE UL FIRE RESISTANCE DIRECTORY.

10.PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL

HAVE THE GWB CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE

OF THE DECK ABOVE. GWB SHALL BE CONTINUOUSLY SEALED FOR THE FULL

DEPTH OF THE GWB WITH FLEXIBLE SEALANT.

11.GWB SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELEC.

OUTLET BOXES AND THE GWB DOES NOT EXCEED 1/8".

12.THE BOTTOM OF THE GWB AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM

AND 1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE

SEALED FOR THE FULL DEPTH OF THE GWB WITH FLEXIBLE SEALANT.

13.REFER TO THE FLOOR PLAN FOR EXTENT OF FIRE WALL RATINGS.

14.ALL PARTITIONS SHALL BE ACOUSTICALLY RATED UNLESS OTHERWISE

NOTED. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO

ROOF OR FLOOR DECK ABOVE.

15.NOTE: SOME PARTITION TYPES MAY NOT BE USED ON THIS PROJECT.

16.REFER TO "PARTITION TYPE SUBSCRIPT KEY" BELOW FOR SYMBOLS USED

TO IDENTIFY ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO BASIC

PARTITION TYPES.

17.PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS.

REFER TO THE MANUFACTURERS' SPECIFICATIONS AND REQUIREMENTS OF

APPLICABLE TESTING AGENCIES FOR SPECIFICS OF PARTITION

CONSTRUCTION.

18.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED,

MEASURE DIMENSION TO FACE OF PARTITION FINISH.

19.REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES.

GENERAL NOTES FOR INTERIOR PARTITIONS

PARTITION

TYPE

STUD

WIDTH

3 5/8"

PARTITION

WIDTH

5 3/8"

STC

NA

NOTES

NONEA

SCALE:

NON-RATED STUD WALL

1 1/2" = 1'-0"

A

ACOUSTIC INSULATION

5/8" GYPSUM WALLBOARD

3 5/8"METAL STUDS @ 16" O.C.

WALL TILE WAINSCOT TO 4'-10"

5/8" MOISTURE RESISTANT GWB

PARTITION

TYPE

STUD

WIDTH

3 5/8"

PARTITION

WIDTH

5 7/8"

STC

NA

NOTES

NONEB

SCALE:

NON-RATED STUD WALL

1 1/2" = 1'-0"

B

WALL TILE WAINSCOT TO 4'-10"

5/8" MOISTURE RESISTANT GWB

3 5/8"METAL STUDS @ 16" O.C.

WALL TILE WAINSCOT TO 4'-10"

5/8" MOISTURE RESISTANT GWB

RESTROOM SIDE

HALL SIDE

PARTITION

TYPE

STUD

WIDTH

3 5/8"

PARTITION

WIDTH

5 7/8"

STC

NA

NOTES

NONEC

SCALE:

NON-RATED STUD WALL

1 1/2" = 1'-0"

C

FULL HEIGHT WALL TILE

5/8" CEMENTITIOUS TILE BACKER BOARD

3 5/8"METAL STUDS @ 16" O.C.

WALL TILE WAINSCOT TO 4'-10"

5/8" MOISTURE RESISTANT GWB

CONT. WATERPROOF SHOWER MEMBRANE

RESTROOM SIDE

SHOWER SIDE

PARTITION

TYPE

STUD

WIDTH

3 5/8"

PARTITION

WIDTH

5 7/8"

STC

NA

NOTES

NONED

SCALE:

NON-RATED STUD WALL

1 1/2" = 1'-0"

D

FULL HEIGHT WALL TILE

5/8" CEMENTITIOUS TILE BACKER BOARD

3 5/8"METAL STUDS @ 16" O.C.

CONT. WATERPROOF SHOWER MEMBRANE

SHOWER SIDE

SHOWER SIDE

FULL HEIGHT WALL TILE

5/8" CEMENTITIOUS TILE BACKER BOARD

CONT. WATERPROOF SHOWER MEMBRANE

PARTITION

TYPE

STUD

WIDTH

NA

PARTITION

WIDTH

1 1/8"

STC

NA

NOTES

NONEE

SCALE:

NON-RATED WALL

1 1/2" = 1'-0"

E

EXISTING METAL STUD WALL

CONT. WATERPROOF SHOWER MEMBRANE

5/8" CEMENTITIOUS TILE BACKER BOARDSHOWER SIDE

OFFICE SIDE

FULL HEIGHT WALL TILE

PARTITION

TYPE

STUD

WIDTH

NA

PARTITION

WIDTH

1/2"

STC

NA

NOTES

NONEF

SCALE:

NON-RATED WALL

1 1/2" = 1'-0"

F

EXISTING METAL STUD WALL

NEW MOISTURE RESISTANT GWB WHERE

EXISTING GWB WAS REMOVED

RESTROOM SIDE

HALL SIDE

WALL TILE WAINSCOT TO 4'-10"

PARTITION

TYPE

STUD

WIDTH

3 5/8"

PARTITION

WIDTH

4 3/4"

STC

NA

NOTES

NONEG

SCALE:

NON-RATED STUD WALL

1 1/2" = 1'-0"

G

EXISTING EXTERIOR CMU AND BRICK WALL

3 5/8"METAL STUDS @ 16" O.C.

SHOWER SIDE

EXTERIOR

FULL HEIGHT WALL TILE

5/8" CEMENTITIOUS TILE BACKER BOARD

CONT. WATERPROOF SHOWER MEMBRANE

BATT INSULATION

RESTROOM SIDE

RESTROOM SIDE

PARTITION

TYPE

STUD

WIDTH

NA

PARTITION

WIDTH

5/8"

STC

NA

NOTES

NONEH

SCALE:

NON-RATED WALL

1 1/2" = 1'-0"

H

EXISTING WALL TYPE VARIES, SEE PLAN SHEET

RESTROOM SIDE

HALL SIDE

NEW 5/8" MOISTURE RESISTANT GWB

NEW WORK

EXISTING TO REMAIN

EXISTING / NEW WORK LEGEND

NEW CONCRETE

OR

AC

A N

C E

IT

CHAFIN

AR

HC

T

I L

OS

R G

IS

T

EDRE

E

UTH

KEVIN R.

F

O T

S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

J A

N U

A R

Y

N

E B

B

E B

B

C J H

M

B L D

G

A R

C H

Q J K

L

-0

A-002

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

P A

R T

IT

IO

N T

Y P

E S

D

E T

A

IL

S

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

F A

-1

-D

-0

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

WALL TYPES

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

GRAPHIC SCALE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

C

DA7 DA7

DA7

DA1

DA1

DA1

DA8

DA5DA2

DA5

DA9

DA10

DA9

DA9

DA11

DA9

DA5

DA5

DA6 DA3

DA12

DA10

DA4

DA4 DA4

DA4

DA6

DA6

DA6

DA6

DA6

DA14

DA14

DA15

+/- 19'-6"

+/- 5'-5"

DA13

DA13

DA13

DA13

DA13

DA13

EXISTING TO BE REMOVED.

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

EXISTING 2X4 LIGHT TO BE

REMOVED

EXISTING MECHANICAL

GRILL TO BE REMOVED

EXISTING EXHAUST FAN TO

BE REMOVED

1. RELOCATE FIRE PROTECTION SPRINKLER HEADS PER

NFPA 13.

GENERAL NOTES:

OR

AC

A N

C E

IT

CHAFIN

AR

HC

T

I L

OS

R G

IS

T

EDRE

E

UTH

KEVIN R.

F

O T

S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

J A

N U

A R

Y

N

E B

B

E B

B

C J H

M

B L D

G

A R

C H

Q J K

L

-0

AD101

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

D E

M O

L

IT

IO

N

D E

T A

IL

S

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 1/2" = 1'-0"B1

DEMOLITION ENLARGED BATHROOM PLAN

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DA9 REMOVE & DISPOSE OF EXISTING FLOOR TILE

COMPLETE TO EXISTING CONCRETE FLOOR.

PREPARE FLOOR FOR NEW CERAMIC TILE

FLOOR.

DA10 REMOVE & DISPOSE OF EXISTING VCT

FLOORING COMPLETE. MASTIC PRESUMED TO

CONTAIN ASBESTOS. PREPARE FLOOR FOR

NEW CERAMIC TILE FLOOR.

DA11 REMOVE & DISPOSE OF EXISTING LOCKERS

DA12 REMOVE & DISPOSE OF EXISTING WINDOW.

PREPARE OPENING TO BE INFILLED.

DA13 REMOVE & DISPOSE OF EXISTING ACOUSTICAL

CEILING TILES AND GRID.

DA14 DEMOLISH EXISTING FLOOR DRAIN AND PATCH

EXISTING FLOOR PENETRATION.

DA15 PATCH ANY EXISTING FLOOR PENETRATIONS

WITHIN CHASE.

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DA1 DEMOLISH EXISTING METAL STUD AND GWB

WALL.

DA2 REMOVE & DISPOSE OF EXISTING VINYL WALL

COVERING AND GWB, WALL TO REMAIN.

DA3 REMOVE & DISPOSE OF EXISTING WALL TILE

AND GWB, WALL TO REMAIN.

DA4 REMOVE & DISPOSE OF EXISTING LAYER OF

GWB, WALL TO REMAIN.

DA5 REMOVE & DISPOSE OF EXISTING TOILET

PARTITION COMPLETE

DA6 REMOVE & DISPOSE OF EXISTING PLUMBING

FIXTURE

DA7 REMOVE & DISPOSE OF EXISTING DOOR AND

FRAME

DA8 DEMOLISH PORTION OF EXISTING METAL STUD

WALL FOR NEW DOOR AND FRAME

SCALE: 1/2" = 1'-0"B4

ENLARGED DEMOLITION RESTROOM RCP

AREA OF WORK

OPEN TO

HANGAR

BELOW

SECOND FLOOR

PLAN NORTH

1 2 42

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

GRAPHIC SCALE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

A5A5

A6

A6

A6

A6

EXISTING LIGHT

TO REMAIN

A.F.F.8'-0"

C

C L E

A R

M

IN

/8

MIN.

3'-0" CLEAR

A-502

C1

C4

D1

D4

M

IN

C L E

A R

3' - 0"

3' - 0"

A-502B4 B1

3' - 6"

CLEAR

3' - 4 5/8" 1"

CLEAR

5' - 0"

4" 2' - 6" 4" 3' - 0"

/4

/8

C L E

A R

C L E

A R

8' - 7 1/4" 3' - 6" 7' - 0"

R 2'-6"

8' - 11"

A-501 B4

FA

B

B

C

C

C

D

E

G

E

F

A

F

2' - 8"

MATCH EXISTING

WALL CONSTRUCTION.

MATCH BRICK AND

MORTAR COLOR AS

CLOSE AS POSSIBLE

TO EXISTING.

A1 A2

A2

A4

H

H

G

EXISTING CMU AND

BRICK EXTERIOR WALL

EXISTING METAL STUD

WALL

EXISTING METAL STUD

WALL

EXISTING

METAL STUD

WALL

A7

A7

A8A8

CORNER TRIM AND

CORNER TOP

SUPPLIED BY LOCKER

MANUFACTURER

A9

A9

A9

A9

A3

A10

A10

A7

A7

3'-0"

1. SEE SHEET A-502 FOR FINISH SCHEDULE AND FIXTURE

MOUNTING HEIGHTS.

2. RELOCATE FIRE PROTECTION SPRINKLER HEADS PER

NFPA 13.

GENERAL NOTES:

NEW WORK

EXISTING TO REMAIN

EXISTING / NEW WORK LEGEND

NEW 2X4 LIGHT FIXTURE

NEW RECESSED LIGHT FIXTURE

NEW EXHAUST FAN

OR

AC

A N

C E

IT

CHAFIN

AR

HC

T

I L

OS

R G

IS

T

EDRE

E

UTH

KEVIN R.

F

O T

S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

J A

N U

A R

Y

N

E B

B

E B

B

C J H

M

B L D

G

A R

C H

Q J K

L

-0

A-101

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

N E

W W

O R

K F

L O

O R

P L A

N

R E

F L E

C T

E D

C E

IL

I N

G P

L A

N

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 1/2" = 1'-0"B4

ENLARGED RESTROOM RCP

SCALE: 1/2" = 1'-0"B1

ENLARGED RESTROOM PLAN

PLAN NORTH

1 2 42

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

GRAPHIC SCALE

NEW WORK KEYNOTES:

NO. DESCRIPTION

A1 NEW LAYER OF 5/8" MOISTURE RESISTANT GWB ON

EXISTING WALL.

A2 NEW LOCKERS WITH CORNER TRIM PIECE AND TOP.

SEE FINISH SCHEDULE FOR INFORMATION.

A3 NEW ADA COMPLIANT SINK AND VANITY.

A4 NEW LOCKER BENCH ATTACHED TO FLOOR.

A5 NEW 2X2 ACOUSTICAL CEILING TILES AND GRID.

A6 NEW MOISTURE RESISTANT GWB CEILING.

A7 NEW 2"x2" MOSAIC SHOWER TILE.

A8 NEW 12"x12" FLOOR TILE.

A9 NEW FLOOR DRAIN, SEE PLUMBING FOR MORE INFO.

A10 NEW ADA SHOWER SEAT, FOLD UP TYPE.

AREA OF WORK

OPEN TO

HANGAR

BELOW

SECOND FLOOR

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

B1 A-501

WAINSCOT TILE TO 4'-10"

FULL HEIGHT WALL TILE

FULL HEIGHT WALL TILE

TO WRAP CORNER

A1 A-501

4" WIDE ADA SLOPED THRESHOLD

4" WIDE MARBLE THRESHOLD

4" WIDE MARBLE

THRESHOLD

4" WIDE ADA SLOPED THRESHOLD

THIN SET MOSAIC FLOOR TILE OVER

WATERPROOF SHOWER MEMBRANE

SLOPED TO DRAIN, 1/4" PER FOOT

THIN SET MOSAIC FLOOR TILE OVER

WATERPROOF SHOWER MEMBRANE

SLOPED TO DRAIN, 1/4" PER FOOT

THIN SET MOSAIC FLOOR TILE OVER

WATERPROOF SHOWER MEMBRANE

THIN SET MOSAIC FLOOR TILE OVER

WATERPROOF SHOWER MEMBRANE

12"X12" THIN SET FLOOR TILE

OVER EXISTING CONCRETE FLOOR

CONTINUOUS WATERPROOF

SHOWER MEMBRANE

CONTINUOUS WATERPROOF

SHOWER MEMBRANE

SECOND FLOOR

12'-0"

A1 A-501

4" WIDE X 3/4" TALL MARBLE THRESHOLD

FULL HEIGHT WALL TILE ON

OPENING JAMB

WALL TILE WAINSCOT BEYOND

THIN SET MOSAIC FLOOR TILE OVER

WATERPROOF SHOWER MEMBRANE

THIN SET 12"X12" FLOOR TILE OVER

EXISTING CONCRETE FLOOR

EXISTING WALL

5/8" CEMENTITIOUS TILE

BACKER BOARD

CONTINUOUS WATERPROOF

SHOWER MEMBRANE

ADA SLOPED

THRESHOLD BEYOND

THIN SET WALL TILE

FULL HEIGHT THIN SET

WALL TILE

MOISTURE RESISTANT GWB

CEILING ON METAL STUDS

WALL TILE AT HEAD OF OPENING

FULL HEIGHT THIN SET WALL TILE

5/8" CEMENTITIOUS TILE BACKER BOARD

5/8" MOISTURE RESISTANT GWB

ACOUSTICAL CEILING TILE AND GRID

ADA FOLD UP SHOWER SEAT

/2

M

A X

SLOPED ADA BARRIER FREE THRESHOLD

WATERPROOF SHOWER MEMBRANE

THIN SET FLOOR TILE

EXISTING CONCRETE SLAB

THIN SET FLOOR TILE SLOPED TO DRAIN

COLLAPSIBLE VINYL WATER DAM, ADA

FLOOR DRAIN,

SEE PLUMBING

MIN. 1/4" PER FT. SLOPED TO DRAIN

SLOPED FILL

CEMENTITIOUS TILE

BACKER BOARD

CONTINUOUS WATERPROOF

SHOWER MEMEBRANE

THIN SET WALL TILE

3 5/8" MTL. STUD WALL

EXISTING WALL

THIN SET FLOOR TILE

WATERPROOF SHOWER MEMBRANE

SLOPED FILL NEW WORK

EXISTING TO REMAIN

EXISTING / NEW WORK LEGEND

NEW CONCRETE

OR

AC

A N

C E

IT

CHAFIN

AR

HC

T

I L

OS

R G

IS

T

EDRE

E

UTH

KEVIN R.

F

O T

S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

J A

N U

A R

Y

N

E B

B

E B

B

C J H

M

B L D

G

A R

C H

Q J K

L

-0

A-501

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

R E

S T

R O

O M

D E

T A

IL

S

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

F A

-1

-D

-0

PLAN NORTH

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

GRAPHIC SCALES

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

A-101

B4

SHOWER ENTRY DETAIL

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

A-501

B1

SHOWER SECTION

SCALE: 3" = 1'-0"

A-501

A1

SHOWER DRAIN DETAIL

6"6"

SCALE: 3"=1'-0"

04 2

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

PT-B1

PT-W1

PT-W2

TA-1

PNT-1

TA-2 TA-3

TA-1

TA-5

PT-W1

FULL HEIGHT

IN SHOWER

TA-4

TA-4

TA-8

B-1

L-1

TA-10

TA-11

PT-B1

PT-W1

PT-W2

TA-1

PNT-1

TA-3TA-2 PL-1

TA-4

TA-10

PT-B1

PT-W1

PT-W2

PNT-1

TA-7TA-6

TA-5

L-1PNT-1

B-1

ST-1

PNT-2

9"

PT-B1

PT-W1

PT-W2

PNT-1

TA-1

PNT-1 PL-1

TA-4

PT-B1

PT-W1

FULL HEIGHT

IN SHOWER

L-1

PNT-1

TA-9 B-1

TA-11

3'-0" MIN

TA-12

PT-B1

PT-W1

PT-W2

PNT-1

PT-B1

PT-W1

PT-W2

PNT-1

PT-B1

PT-W1

FULL

HEIGHT

IN

SHOWER

L-1

TA-8TA-8

B-1

TA-10

TA-11

WALL MOUNTED

MECHANICAL UNIT

TA-3

TA-2

TA-1

TA-3

TA-6

TA-5

1'-0" 3'-6"

M A

X

MAX.

3'-0"

M

IN

6" 3'-0"

M

IN

M A

X

/2

T O

R E

F L E

C T

IV

E

S U

R F

A C

E

M A

X

TA-2

M A

X

M

IN

MIN.

1'-3"

T O

S L O

T

TA-7

TA-8

TA-4

TA-9

1'-4"

5 1/2"

COMMENTS:

1. OR APPROVED EQUAL PRODUCT

2. SUBMIT MANUFACTURER'S STANDARD COLORS FOR SELECTION.

3. FURNISH AND INSTALL LAMINATE LOCKERS, END PANELS AND RELATED ITEMS. INCLUDE 4" BASE & PADLOCK HASP.

4. MOSAIC FLOOR TILE LOCATED IN SHOWER AREAS.

5. FURNISH AND INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/MOUNTING OF WALL HUNG ITEM OR

EQUIPMENT.

6. FURNISH AND INSTALL 2 PER SHOWER.

NEW WORK

EXISTING TO REMAIN

EXISTING / NEW WORK LEGEND

NEW CONCRETE

OR

AC

A N

C E

IT

CHAFIN

AR

HC

T

I L

OS

R G

IS

T

EDRE

E

UTH

KEVIN R.

F

O T

S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

J A

N U

A R

Y

N

E B

B

E B

B

C J H

M

B L D

G

A R

C H

Q J K

L

-0

A-502

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

R E

S T

R O

O M

E L E

V A

T

IO

N S

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

F A

-1

-D

-0

1 2 42

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

GRAPHIC SCALE

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

A-101

D1

ELEVATION A

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

A-101

D4

ELEVATION B

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

A-101

C1

ELEVATION C

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

A-101

C4

ELEVATION D

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

A-101

B1

ELEVATION E

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

A-101

B4

ELEVATION F

SCALE: NOT TO SCALEA1

STANDARD MOUNTING HEIGHTS

LEGEND OF COLORS AND FINISHES

MARK MATERIAL MANUFACTURER

PATTERN /

MODEL COLOR SIZE COMMENTS

BASE

PT-B1 PORCELAIN TILE BASE CROSSVILLE VISTA AMERICANA,

AV183

PLATEAU 6" X 12" 1

CEILING

ACG-1 ACOUSTICAL CEILING

TILE GRID

ARMSTRONG INTERLUDE XL

DIMENSIONAL TEE

WHITE 9/16" 1

ACT-1 ACOUSTICAL CEILING

TILE

ARMSTRONG ULTIMA

1902,TEGULAR

WHITE 2'-0" X 2'-0" 1

GWB-1 GYPSUM WALLBOARD --- --- PNT-1 --- ---

FLOORING

GR-1 FLOOR TILE GROUT LATICRETE SPECTRALOCK #35 MOCHA --- 1

PT-F1 PORCELAIN FLOOR TILE CROSSVILLE VISTA AMERICANA,

AV184

PALISADES 12" X 12" 1

PT-F2 PORCELAIN FLOOR TILE CROSSVILLE VISTA AMERICANA,

AV184

PALISADES 2"X2"

MOSAIC

1,4

MISC.

B-1 BENCH LENOX LENOXPEDESTAL CHARCOAL GRAY 36" LONG 1 (QTY:1)

L-1 LOCKERS LEGACY LOCKERS MODEL "A" WILSONART -

BURNISHED CHESTNUT

72"X12"X20" 1,3 (QTY:15)

PL-1 PLASTIC LAMINATE

(TOILET PARITIONS)

BOBRICK DURALINE SERIES

WILSONART -

BURNISHED CHESTNUT

--- 1

SS-2 SOLID SURFACE

(VANITIES TOPS)

CORIAN --- MATTERHORN 3'-0" X 2'-0" 1,5

ST-1 STAIN (WOOD DOORS) SHERWIN WILLIAMS --- BANISTER BEIGE

SW3128K

--- 1

TOILET ACCESSORIES

TA-1 TOILET TISSUE

DISPENSER

BOBRICK DOUBLE ROLL

B-27460

HEAVY DUTY CAST

ALUMINUM W/ SATIN

FINISH

--- 1,5 (QTY:2)

TA-2 36" GRAB BAR BOBRICK B-5806 STAINLESS STEEL W/

SNAP FLANGE

1 1/4" 1,5 (QTY:1)

TA-3 42" GRAB BAR BOBRICK B-5806 STAINLESS STEEL W/

SNAP FLANGE

1 1/4" 1,5 (QTY:1)

TA-4 SANITARY NAPKIN

DISPOSAL

BOBRICK SURFACE

MOUNTED, B-254

STAINLESS STEEL WITH

SATIN FINISH

1,5 (QTY:2)

TA-5 MIRROR BOBRICK B-1658 1830 TEMPERED GLASS,

CHANNEL FRAME

24"Wx36"H 1,5 (QTY:2)

TA-6 SOAP DISPENSER BOBRICK B-2111 STAINLESS STEEL WITH

SATIN FINISH

--- 1,5 (QTY:1)

TA-7 PAPER TOWEL

DISPENSER & WASTE

RECEPTACLE

BOBRICK CLASSIC B-3942 STAINLESS STEEL WITH

SATIN FINISH

1,5 (QTY:1)

TA-8 ROBE HOOK BOBRICK DOUBLE ROBE

HOOK B-6727

STAINLESS STEEL WITH

SATIN FINISH

1,5,6 (QTY:4)

TA-9 FOLDING SHOWER SEAT BOBRICK B-5191 STAINLESS STEEL WITH

SATIN FINISH

1,5 (QTY:2)

TA-10 SHOWER ROD, CURTAIN

& HOOKS

--- DECORATIVE

FABRIC

WHITE 7'-0" TALL

CURTAIN

(QTY:1)

TA-11 SHOWER ROD, CURTAIN

& HOOKS

--- DECORATIVE

FABRIC

WHITE 6'-0" TALL

CURTAIN

(QTY:2)

TA-12 SHOWER ROD, CURTAIN

& HOOKS

--- STANDARD VINYL

(SHOWER)

WHITE 6'-0" TALL

CURTAIN

(QTY:2)

WALLS

GR-2 WALL TILE GROUT LATICRETE SPECTRALOCK #56 DESERT KHAKI --- 1

PNT-1 WALL PAINT BENJAMIN MOORE --- LATEX SATIN --- 1,2

PNT-2 TRIM PAINT (DOOR

FRAMES)

BENJAMIN MOORE --- LATEX SATIN --- 1,2

PT-W1 PORCELAIN WALL TILE CROSSVILLE VISTA AMERICANA,

AV183

PLATEAU 6X18 1

PT-W2 PORCELAIN BULLNOSE

TILE

CROSSVILLE VISTA AMERICANA,

AV183

PLATEAU 4X12 1

MANUFACTURED WOOD

ADA VANITY WITH

PLASTIC LAMINATE TOP

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

LABOR, EQUIPMENT AND MATERIALS ARE TO BE PROVIDED TO COMPLETE THE

PLUMBING WORK INDICATED ON THESE DRAWINGS AS REQUIRED BY LOCAL CODE AND

ORDINANCES.

THE WORK SHALL INCLUDE WASTE, VENT, DOMESTIC COLD & HOT WATER PIPING, AS

INDICATED ON THESE DRAWINGS. ALSO, THE HOOKUP OF FIXTURES SCHEDULED AND

INSULATION OF PIPING SHALL BE INCLUDED.

ITEMS, SUCH AS FITTINGS, ETC. NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY

TO COMPLETE THE PLUMBING SYSTEM SHALL BE INCLUDED.

SOIL, WASTE, VENT AND WATER PIPING MATERIALS MUST MEET OR EXCEED LOCAL

CODES.

CLEAN OUTS FOR SOIL AND WASTE LINES AS SHOWN ON THE DRAWING MUST BE

PROVIDED AND MEET OR EXCEED LOCAL CODES.

STUBS FOR THE DRAINAGE SYSTEM MUST BE CAPPED UNTIL FINISHED WORK IS

INSTALLED.

WATER HAMMER ARRESTERS MUST BE PROVIDED IN ACCORDANCE WITH

INTERNATIONAL PLUMBING CODES AND LOCAL ORDINANCES.

TRAP PRIMER VALVES SHALL BE LOCATED BELOW THE FIXTURE INDICATED. PRIMER

LINES TO FLOOR DRAINS SHALL BE ROUTED DOWN INSIDE WALL AND BELOW SLAB.

SEE FLOOR PLANS AND RISER DIAGRAMS.

LOCATE PLUMBING FIXTURES PER ARCHITECTURAL DRAWINGS. PIPING IS SHOWN IN

GENERAL LOCATION. EXACT LOCATION WILL BE DETERMINED BY JOB CONDITIONS.

INSTALLATION SHALL BE PER PLANS AND SPECIFICATIONS AND STATE PLUMBING

CODE. SEE SPECIFICATIONS FOR PRODUCT AND INSTALLATION REQUIREMENTS.

COORDINATE LOCATION OF PLUMBING WORK WITH OTHER TRADES TO AVOID

CONFLICTS AND INTERFERENCES.

ALL EQUIPMENT, AND PIPE ABOVE CEILING SHALL BE SUPPORTED FROM BUILDING

STRUCTURE ABOVE, UNLESS OTHERWISE NOTED.

FLOOR DRAINS SHALL BE DEEP SEAL TRAP TYPE WITH 3/8" TRAP PRIMER CONNECTION

TO NEAREST CW SOURCE.

REMOVAL AND DISPOSAL OF FIXTURES, PIPING, ETC. IS TO INCLUDE ALL

ASSOCIATED HANGERS, SUPPORTS, BRACKETS, AND APPURTENANCES

PHYSICALLY ATTACHED AT THE COMMENCEMENT OF DEMOLITION, UNLESS

NOTED OTHERWISE.

LOCATIONS OF FIXTURES, PIPING, ETC. IS DIAGRAMMATIC ONLY AND IS NOT

INTENDED TO SHOW EXACT LOCATION.

WHERE FIXTURES OR PIPING IS REMOVED AND NOT REPLACED, PATCH AND

FINISH AREAS TO MATCH ADJACENT SURFACES.

GENERAL NEW WORK NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

GENERAL DEMOLITION NOTES:

1.

2.

3.

DETAILS ON THIS SHEET APPLY TO THE NEW WORK SHOWN ON SHEET P-401.

GENERAL DETAILS NOTE:

1.

VENT THROUGH ROOF

BRANCH ISOLATION VALVE

WALL CLEANOUT

SYMBOL

VENT PIPING

POINT OF CONNECTION BETWEEN NEW AND EXISTING

DOMESTIC HOT WATER, HW

DOMESTIC COLD WATER, CW

WASTE PIPING

EXISTING PIPING

TO BE REMOVED

WCO

FD FLOOR DRAIN

VTR

POINT OF DISCONNECTION BETWEEN EXISTING TO REMAIN AND EXISTING TO BE REMOVED

PIPE TURNING DOWN

PIPE TURNING UP

WCO WALL CLEAN OUT

P_ PLUMBING FIXTURE DESIGNATION

TYP. TYPICAL

(E) EXISTING

DWV DRAIN WASTE VENT

DN DOWN

W WASTE

V VENT

ADA AMERICANS WITH DISABILITIES ACT

CONNECTION

TRAP PRIMER

CLAMP COLLAR

FINISHED FLOOR

DEEP SEAL

"P" TRAP

STRAINER

TO DRAIN

SYSTEM

FLOOR DRAIN

FLOOR SLAB

5 LINES

1/2" TRAP PRIMER SUPPLY

1/2" TRAP PRIMER LINE

DOMESTIC WATER LINE

TRAP PRIMER VALVE

DISTRIBUTION UNIT, FOR

SLEEVE THRU SLAB

METAL CLEANOUT

3/8" THREADED ROD

SUPPORT FROM STRUCTURECLEVIS HANGER

(SIZE AS REQ'D)

INSULATION

SADDLE

INSULATED DUCT/PIPE

INSULATION

FIRE STOPPING SEALANT

DUCT/PIPING SLEEVE

FIRE STOPPING SEALANT

CONC. BLOCK WALL

NOTE: FIRESTOPPING

ASSEMBLY SHALL COMPLY

WITH UL WL-1041

INSULATED PIPE

18 GAUGE ROUND

GALVANIZED STEEL

CLEANOUT PIPE

WALL CLEANOUT

FINISHED WALL

ACCESS COVER

No. 23532

S

OU

TH

CAROL IN

A

R E G I S T E R E D

PR

OFESS I ONA

L E N G

I N E E R

P A

U

L

C . M A H A F

F

E Y

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

N

J R

C

J R

C

P C

M

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

J R

C

G E

N E

R A

L N

O T

E S

L E

G E

N D

S

D E

T A

IL

S

A

N D

S C

H E

D U

L E

F A

-1

-D

-0

P-001

J A

N U

A R

Y

Q J K

L

-0

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

PLUMBING FIXTURE SCHEDULE

SYM. FIXTURE

PIPE SIZES

REMARKSC.W. H.W. DRAIN VENT

P-1 WATER CLOSET -

ADA

1" 3" 2" SEE SPECIFICATIONS

P-2 COUNTERTOP

LAVATORY - ADA

1/2" 1/2" 1 1/4" 1 1/4" SEE SPECIFICATIONS

P-3 SHOWER - ADA 1/2" 1/2" 2" 2" SEE SPECIFICATIONS

P-4 FLOOR DRAIN 2" 2" SEE SPECIFICATIONS

SCALE: NOT TO SCALEA1

TYPICAL FLOOR DRAIN DETAIL

SCALE: NOT TO SCALEA2

TRAP SEAL PRIMER DETAIL

SCALE: NOT TO SCALEA3

TYPICAL PIPE SUPPORT DETAIL

SCALE: NOT TO SCALEA5

FIRE STOPPING PIPE PENETRATIONS

SCALE: NOT TO SCALEB1

WALL CLEANOUT DETAIL

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

BUILDING CW

SERVICE

P2

P2

P2P2

1 1/2" HW

1 1/2" CW

2" CW

1" HW

1" HW UP

1 1/2" CW UP

1 1/2" CW

P3

P3

P-1

P-1

P-3 P-3

P-2

WCO

WCO3" SS

2" SS2" SS

3" SS

3" DN

1 1/4" SS

1 1/4"

VENT UP

2" VENT UP2" VENT UP2" VENT UP

P3 P3 P3

P1

1/2" HW

1/2" CW

1/2" HW

1 1/4" CW

1 1/4" CW

1/2" CW

1 1/4" CW

1" CW

1" HW

1/2" CW

1/2" HW

P4

P4

2" SS

P-4

P-4

2" SS

2" SS

P5

VTR

CO

DP2

DP2

DP1

DP1

DP1

BUILDING CW

SERVICE

DP1

HW

CW

No. 23532

S

OU

TH

CAROL IN

A

R E G I S T E R E D

PR

OFESS I ONA

L E N G

I N E E R

P A

U

L

C . M A H A F

F

E Y

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

/4

N

J R

C

J R

C

P C

M

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

J R

C

P L U

M B

IN

G

E N

L A

R G

E D

P L A

N S

F A

-1

-D

-0

P-401

J A

N U

A R

Y

Q J K

L

-0

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

NEW WORK KEYNOTES:

NO. DESCRIPTION

P1 FURNISH AND INSTALL NEW PLUMBING

FIXTURES AS SHOWN.

P2 FURNISH AND INSTALL NEW PIPING AS SHOWN,

REATTACHING TO EXISTING PIPING AND WATER

HEATER.

P3 RECONNECT DWV PIPING TO EXISTING DWV

STACKS AND VENT THROUGH ROOF.

P4 PRIOR TO PIPING INSTALLATION, THE

CONTRACTOR SHALL INSPECT AREAS TO RUN

PIPING BENEATH THE SLAB AS THERE IS

EXISTING ELECTRICAL CONDUIT AND

EQUIPMENT THAT MUST REMAIN.

P5 3"SS LOCATED IN FIRST FLOOR CEILING.

04 8268 02 4 8134

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

GRAPHIC SCALE

PLAN NORTH

SCALE: 1/4" = 1'-0"B3

FIRST FLOOR PLUMBING NEW WORK PLAN

SCALE: 1/4" = 1'-0"A3

SECOND FLOOR PLUMBING NEW WORK PLAN

SCALE: 1/4" = 1'-0"A1

SECOND FLOOR PLUMBING DEMOLITION PLAN

SCALE: 1/4" = 1'-0"B1

FIRST FLOOR PLUMBING DEMOLITION PLAN

AREA OF WORK

OPEN TO

HANGAR

BELOW

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DP1 REMOVE AND DISPOSE OF EXISTING CW & HW

PIPING AS SHOWN AND PREPARE

DISCONNECTIONS FOR CONNECTION TO NEW.

DP2 REMOVE AND DISPOSE OF EXISTING PLUMBING

FIXTURES AS SHOWN, ALONG WITH ALL

ASSOCATED DWV AND SUPPLY PIPING.

PREPARE EXISTING WASTE DOWN AND VENT

THROUGH ROOF FOR REATTACHMENT TO NEW

DWV PIPING.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

LEGEND:

TO BE REMOVED/DEMOLISHED

SPIN-IN W/DAMPER (45° OR 90° TAP)

DIRECTION OF FLOW

DIRECTION OF AIRFLOW

FLEXIBLE DUCT-MAX. 8' LONG

SEE SCHEDULE FOR SIZES

MANUAL VOLUME DAMPER

POINT OF CONNECTION

BETWEEN NEW AND EXISTING

POINT OF DISCONNETION BETWEEN EXISTING

TO REMAIN AND EXISTING TO BE REMOVED

EXHAUST AIRE/A

MOTOR OPERATED DAMPERMOD

X ### AIR DISTRIBUTION MARK, SEE SCHEDULE M-001

EXHAUST FANEF

HEATERH

EXHAUST GRILLE

DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT TO

BE SCALED FOR DIMENSIONS, UNLESS DIMENSIONED.

COORDINATE LOCATION OF MECHANICAL WORK WITH OTHER

TRADES TO AVOID CONFLICTS AND INTERFERENCES.

ALL EQUIPMENT, PIPE AND DUCTWORK SHALL BE INSTALLED

ABOVE CEILING STRUCTURE, UNLESS OTHERWISE NOTED.

DUCTWORK SHALL BE GALVANIZED STEEL FABRICATED AND

INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS.

DUCT SIZES INDICATED ARE NET FREE INSIDE DIMENSIONS.

GENERAL NEW WORK NOTES:

1.

2.

3.

4.

5.

REMOVAL OF EQUIPMENT, DUCTWORK, PIPING ETC. IS TO

INCLUDE ALL ASSOCIATED HANGERS, SUPPORTS, BRACKETS,

CONTROLS, AIR DEVICES, EQUIPMENT

FOUNDATION/MOUNTING PADS AND APPURTENANCES

PHYSICALLY ATTACHED AT THE COMMENCEMENT OF

DEMOLITION, UNLESS NOTED OTHERWISE.

ALL EQUIPMENT REMOVED, NOT INDICATED TO BE REUSED

SHALL BECOME THE PROPERTY OF THE CONTRACTOR,

UNLESS NOTED OTHERWISE, AND SHALL BE TRANSPORTED

BY THE CONTRACTOR OFF SITE.

EXISTING EQUIPMENT INDICATED TO BE REUSED SHALL BE

CLEANED AND SERVICED PRIOR TO REUSE.

WHERE EQUIPMENT, DUCTWORK OR PIPING IS REMOVED

AND NOT REPLACED, PATCH AND FINISH AREAS TO MATCH

ADJACENT SURFACES.

SEE ENLARGED PLANS FOR EQUIPMENT REMOVAL.

GENERAL DEMOLITION NOTES:

1.

2.

3.

4.

5.

DETAILS ON THIS SHEET APPLY TO THE NEW WORK SHOWN

ON SHEET M-401.

GENERAL DETAIL NOTES:

1.

NOTES:

1. PROVIDE SINGLE POINT CONNECTION

NOTES:

1. PROVIDE SINGLE POINT CONNECTION.

2. SHALL BE CAPABLE OF INTERFACING WITH WALL

MOUNTED THERMOSTAT.

NOTES:

A LIMITED AMOUNT OF AVAILABLE CEILING AREA MAY REQUIRE THE CEILING BE CUT TO ACCOMMODATE A SMALL GRILLE FACE IN LAY-IN AS WELL AS SURFACE MOUNT. CONTRACTOR IS RESPONSIBLE FOR VERIFYING

CEILING TYPE AND AVAILABLE SPACE WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS.

AIR DISTRIBUTION DESIGN WAS BASED ON PRICE FOR REFERENCE ONLY. AIR DISTRIBUTION BY NAILOR, TITUS, KRUEGER, METAL AIRE OR CARNES ACCEPTABLE UPON APPROVAL.

AIR DISTRIBUTION CALL-OUT X ###

MARK CFM

1.

2.

3.

NOTES:

A LIMITED AMOUNT OF AVAILABLE CEILING AREA MAY REQUIRE THE CEILING BE CUT TO ACCOMMODATE A SMALL GRILLE FACE IN LAY-IN AS WELL AS SURFACE MOUNT. CONTRACTOR IS RESPONSIBLE FOR VERIFYING

CEILING TYPE AND AVAILABLE SPACE WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS.

AIR DISTRIBUTION DESIGN WAS BASED ON PRICE FOR REFERENCE ONLY. AIR DISTRIBUTION BY NAILOR, TITUS, KRUEGER, METAL AIRE OR CARNES ACCEPTABLE UPON APPROVAL.

AIR DISTRIBUTION CALL-OUT X ###

MARK CFM

1.

2.

3.

NOTES:

1. PROVIDE WITH SINGLE POINT POWER CONNECTION.

2. FAN SECTIONS SHALL BE FACTORY PROVIDED WITH INTERNAL VIBRATION ISOLATION.

3. CAPACITIES SHOWN ARE NOMINAL VALUES.

4. PROVIDE AHU WITH INTERNAL FLOAT SWITCH CONTROLLING UNIT SHUT DOWN UPON

HIGH CONDENSATE LEVELS IN INTERNAL DRIP PAN.

SUPPORT FROM

STRUCTURE ABOVE

FLEXIBLE

CONNECTION

VIBRATION ISOLATORS,

SEE SPECIFICATIONS

AIR

FLOW

WALL MOUNT SLEEVE

LOUVER

BIRDSCREEN

FAN

HOUSING

BOLT ON 4" CENTERS

1" FLANGE AND HEM

1" x 1/8" BAND IRON

RUBBER

IMPREGNATED

FABRIC

20 US GUAGE STEEL

ALTERNATE

POSITION OF BOLT

DUCT

1-1/2" POCKET SLIP

FLASH RAIL INTO

EXISTING ROOF

EXISTING

MEMBRANE ROOF

NOTE:

CONTRACTOR SHALL

ENSURE THE EXISTING

ROOF BOND/WARRANTY

WITH CARLISLE BUILDING

PRODUCTS IS MAINTAINED

EQUIPMENT MOUNTING

RAIL (INSULATED)

NEOPRENE PAD AT

CORNERS OF UNIT,

BOLT UNIT TO RAILS

(TYP. OF 4 PLACES)

HEAT PUMP

SUPPORT FROM STRUCTURE

TO MINIMIZE SAGGING

SUSPENDED CEILING

No. 23532

S

OU

TH

CAROL IN

A

R E G I S T E R E D

PR

OFESS I ONA

L E N G

I N E E R

P A

U

L

C . M A H A F

F

E Y

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

A s i n d ic a te d

N

J R

C

J R

C

P C

M

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

J R

C

G E

N E

R A

L N

O T

E S

L E

G E

N D

S

D E

T A

IL

S

A N

D S

C H

E D

U L E

S

F A

-1

-D

-0

M-001

J A

N U

A R

Y

Q J K

L

-0

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

EXHAUST FAN SCHEDULE

MARK TYPE

AREA

SERVED

TOTAL

CFM

SP. IN.

WATER FAN RPM MOTOR V/Ø/HZ MANUFACTURER MODEL

EF-1 INLINE DIRECT DRIVE RESTROOM 200 .30" 1550 1/30 HP 115/1/60 GREENHECK SQ-70-D

WALL HEATER SCHEDULE

MARK HEATING KW V/Ø/HZ

WH-1 1.0 120/1/60

WH-2 1.0 120/1/60

LEAKAGE CLASS

RECTANGULAR

METAL

24 12 6

ROUND METAL 12 6 3

DALT (DUCT AIR LEAKAGE TEST)

APPLICABLE LEAKAGE CLASSES

DUCT CLASS 1/2", 1", 2" W.G. 3" W.G. 4", 6", 10" W.G.

SEAL CLASS A A A

SEALING

APPLICABLE

TRANSVERSE

JOINTS ONLY

TRANSVERSE

JOINTS AND

SEAMS

JOINTS, SEAMS

AND ALL WALL

PENETRATIONS

AIR DISTRIBUTION SCHEDULE

TAG DESCRIPTION MATERIAL FINISH

FACE AND

NECK SIZE

MAX

NC FACE STYLE

FACE BLADE ARRANGEMENT

(GRILLES & REGISTERS ONLY) MOUNTING

PATTERN

(DIFFUSERS ONLY) DAMPERS

A EXHAUST GRILLE ALUM. WHITE 12 x 12 FACE

- 6 x 6 NECK

30 SQUARE FIXED 30° BLADE LAY-IN N/A N/A

AIR HANDLING UNIT SCHEDULE

INDOOR SECTION

COOLING CAPACITIES @95F

AMBIENT AIR (BTUH) HEATING

CAPACITY

(BTUH) V/Ø/HZ

REFRIGERANT

TYPETAG MFTR MODEL

TOTAL

CFM O.A. CFM AIR ENTR. RATED SEER

AHU-1 DAIKIN AC

(AMERICAS), INC.

FTXG09HVJU 230 0 80/67 9,000 26.1 12,000 208/1/60 R-410A

HP-1 DAIKIN AC

(AMERICAS), INC.

RXG09HV JU - - - - - - 9,000 26.1 12,000 208/1/60 R-410A

SCALE: NOT TO SCALEA1

INLINE EXHAUST FAN (LOUVER)

SCALE: NOT TO SCALEA4

TYP. FLEXIBLE CONNECTION

SCALE: NOT TO SCALEB1

ROOF MOUNTED HEAT PUMP DETAIL

SCALE: NOT TO SCALEA3

TYP. DIFUSER DETAIL

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

DM2

DM2

DM1

DM1

A 100

8x8 EA

M1

EF-1 MOD

M4

M1

A 1006 x E

A x E

A

T

WH-2

A H

U -1

WH-2

WH-1

M5

M5

M3

M2

T

WH-1

SEQUENCE OF OPERATION:

EXHAUST FAN:

EXHAUST FAN SHALL BE CONTROLLED BY BUILDING OCCUPANCY SCHEDULE.

DURING OCCUPIED HOURS THE EXHAUST FAN SHALL BE ENERGIZED, DURING UNOCCUPIED HOURS THE EXHAUST FAN SHALL BE DE-ENERGIZED.

THE ASSOCIATED MOTOR OPERATED DAMPER SHALL OPEN PRIOR TO THE EXHAUST FAN ENERGIZING, AND SHALL CLOSE WHEN EXHAUST FAN IS DE-ENERGIZED.

AIR HANDLING UNIT AND HEAT PUMP:

A PROGRAMMABLE CONTROLLER CAPABLE OF STANDALONE OPERATION WILL CONTROL THE AIR HANDLER AND HEAT PUMP, SUBJECT TO OCCUPANCY SCHEDULES THROUGH THE EXISTING SUPERVISORY BUILDING CONTROLLER (SBC).

IN THE OCCUPIED MODE THE UNIT SHALL MAINTAIN 78°F IN COOLING MODE AND 68°F IN HEATING MODE. SPACE TEMPERATURE SHALL BE CONTROLLED BY THE SBC, THERMOSTATS IN RESPECTIVE CONDITIONED SPACES TO PROVIDE 1 HOUR TEMPORARY OVERRIDE CAPABILITIES. UPON A CALL FOR HEATING OR COOLING, THE FAN SPEED SHALL BE CONTROLLED BY THE UNIT, AND THE UNIT SHALL BE FULLY OPERATIONAL PER THE UNIT’S INTERNAL CONTROLS.

IN UNOCCUPIED MODE THE UNIT SHALL MAINTAIN 83°F IN COOLING MODE AND 55°F IN HEATING MODE.

WHEN OPERATING STATUS OF UNIT IS NOT PROVEN THE CONTROLLER SHALL DE-ENERGIZE THE UNIT AND AN ALARM SHALL BE DISPLAYED AT THE OPERATOR'S WORKSTATION.

AHU-1/HP-1 SHALL BE PROGRAMMED TO OPERATE IN CONJUNCTION WITH WALL HEATERS WH-1/2, SUCH THAT THE HEATING FROM AHU-1/HP-1 IS THE PRIMARY SOURCE OF HEAT FOR THE SPACE, AND THE WALL HEATERS ACT AS A BACK UP EMERGENCY

HEAT IN THE EVENT THAT AHU-1/HP-1 CANNOT HANDLE THE FULL HEATING LOAD.

WALL HEATERS:

THE WALL HEATERS WILL BE CONTROLLED THROUGH A STANDALONE PROGRAMMABLE TERMINAL CONTROLLER TIED TO THE EXISTING SUPERVISORY BUILDING CONTROLLER.

THE WALL HEATER CONTROLLER SHALL BE PROGRAMMED FOR A HEATING SPACE SETPOINT OF 68°F DURING OCCUPIED HOURS, AND 55°F DURING UNOCCUPIED HOURS. THE THERMOSTAT SHALL HAVE FULL COMMUNICATION WITH THE EXISTING SUPERVISORY BUILDING CONTROLLER. THE PROGRAM FOR THE WALL HEATER CONTROLLER WILL RESIDE IN MEMORY AND WILL NOT BE AFFECTED BY LOSS OF POWER TO THE CONTROLLER ONCE POWER IS RESTORED.

THERMOSTAT TO BE PROVIDED WITH 1 HOUR MANUAL OVERRIDE SWITCH. UPON ACTIVATION OF OVERRIDE SWITCH THE SET POINT TEMPERATURE SHOULD BE 68°F.

THE WALL HEATERS SHALL BE PROGRAMMED TO OPERATE IN CONJUNCTION WITH AHU-1/HP-1, SUCH THAT THE HEATING FROM AHU-1/HP-1 IS THE PRIMARY SOURCE OF HEAT FOR THE SPACE, AND THE WALL HEATERS ACT AS A BACK UP EMERGENCY HEAT

IN THE EVENT THAT AHU-1/HP-1 CANNOT HANDLE THE FULL HEATING LOAD.

WHEN OPERATING STATUS OF UNIT IS NOT PROVEN THE CONTROLLER SHALL DE-ENERGIZE THE UNIT AND AN ALARM SHALL BE DISPLAYED AT THE OPERATOR'S WORKSTATION.

HVAC EMERGENCY SHUTDOWN SWITCH:

THE EXISTING HVAC EMERGENCY SHUTDOWN SWITCH AND SEQUENCE AT BUILDING 821 SHALL INTERFACE WITH AND DE-ENERGIZE THE EXHAUST FAN AND SHALL CLOSE THE EXHAUST SYSTEM MOTOR OPERATED DAMPER. THE WALL HEATERS AND SPLIT

SYSTEM HEAT PUMP SHALL REMAIN IN OPERATION.

No. 23532

S

OU

TH

CAROL IN

A

R E G I S T E R E D

PR

OFESS I ONA

L E N G

I N E E R

P A

U

L

C . M A H A F

F

E Y

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O J E

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G

A R

C H

IT

E

C T

U R

E C

E M

S P ro je c t N o

M

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

1/7/15

/7

/1

/4

N

J R

C

J R

C

P C

M

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

J R

C

M E

C H

A N

IC

A

L E

N L A

R G

E D

P L A

N S

F A

-1

-D

-0

M-401

J A

N U

A R

Y

Q J K

L

-0

R E

P A

IR

W

O M

E N

'S R

E S

T R

O O

M

B U

IL

D

IN

G

04 8268 02 4 8134

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

GRAPHIC SCALE

PLAN NORTH

NEW WORK KEYNOTES:

NO. DESCRIPTION

M1 REINSTALL SAVED FLEX DUCT AND SUPPLY

DIFFUSER AS SHOWN.

M2 FURNISH AND INSTALL NEW 24x12 EXHAUST

LOUVER.

M3 FURNISH AND INSTALL AHU-1 ON WALL

BETWEEN TOP OF LOCKERS AND THE CEILING.

ASSOCIATED HP-1 TO BE FURNISHED AND

INSTALLED DIRECTLY ABOVE AHU-1 ON THE

FLAT ROOF. CONDENSATE FROM AHU-1 SHALL

BE ROUTED TO FLOOR DRAIN IN MECHANICAL

ROOM BENEATH THE STAIRS. SEE DETAIL B1 ON

SHEET M-001. CONTRACTOR SHALL ENSURE

THE EXISTING ROOF BOND/WARRANTY WITH

CARLISLE BUILDING PRODUCTS IS MAINTAINED.

M4 FURNISH AND INSTALL NEW LOW LEAKAGE

MOTOR OPERATED DAMPER.

M5 WALL HEATERS TO BE MOUNTED IN THE WALLS

PER MANUFACTURER'S RECOMMENDATIONS.

BOTTOM OF WALL HEATER SHALL BE NO

GREATER THAN 24" ABOVE FINISHED FLOOR.

SCALE: 1/4" = 1'-0"B1

MECHANICAL SECOND FLOOR DEMOLITION ENLARGED PLAN

SCALE: 1/4" = 1'-0"B3

MECHANICAL SECOND FLOOR NEW WORK ENLARGED PLAN

AREA OF WORK

OPEN TO

HANGAR

BELOW

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DM1 REMOVE AND DISPOSE OF EXISTING EXHAUST

FANS, DUCTS, LOUVER, AND ALL RELATED

APPURTENANCES COMPLETE.

DM2 REMOVE AND DISPOSE OF DUCTWORK AND

SUPPLY DIFFUSER AS SHOWN. SUPPLY

DIFFUSER AND FLEX DUCT TO BE SAVED FOR

REUSE IN NEW WORK.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

GENERAL ELECTRICAL NOTES (APPLIES TO ALL DRAWINGS):

1. ALL ELECTRICAL WORK IS TO BE DONE IN ACCORDANCE WITH THE CURRENT

EDITION OF NFPA 70: NATIONAL ELECTRICAL CODE.

MATERIALS ARE TO BE NEW AND CONFORM TO THE STANDARDS OF THE

UNDERWRITER'S LABORATORIES, INC. (U.L.) AND THE NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION (NEMA).

CONTRACTOR SHALL CONSIDER VOLTAGE DROP WHEN DETERMINING THE

EXACT ROUTING OF BRANCH CIRCUIT AND FEEDER WIRING. ADJUST WIRE AND

CONDUIT SIZE AS NECESSARY TO PREVENT A VOLTAGE DROP EXCEEDING 3%

AT THE FURTHEST DEVICE LOCATION.

ALL PENETRATIONS THROUGH FIRE RATED WALLS, AND SMOKE PARTITIONS

SHALL BE SEALED WITH AN APPROVED FIRE PROOFING SEALANT OR U.L.

LISTED PENETRATION DEVICE.

ELECTRICAL DRAWING IS GENERALLY DIAGRAMMATIC. COORDINATE WORK

WITH ALL TRADES PRIOR TO START OF CONSTUCTION. BRANCH CIRCUIT

CONDUIT ROUTING SHALL BE COORDINATED IN THE FIELD BY THE CONTRACTOR

TO MEET SPECIFICATIONS, CODE REQUIREMENTS, AND TO PROVIDE A NEAT,

WORKMAN LIKE, FULLY OPERATIONAL SYSTEM.

PROVIDE A TYPED SCHEDULE IN PANELBOARDS CLEARLY DESCRIBING THE

LOCATION AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS.

CONTRACTOR IS TO BE AWARE OF ALLL RULES, REGULATIONS, AND CODES

REQUIRED FOR SUCCESSFUL COMPLETION OF CONSTRUCTION.

COORDINATE WITH THE MECHANICAL PLANS FOR THE EXACT LOCATION OF ALL

MECHANICAL EQUIPMENT BEFORE ROUGHING IN. ALL MECHANICAL EQUIPMENT

SHALL BE ROUGHED IN AND WIRED ACCORDING TO THE SHOP DRAWINGS.

2.

3.

4.

5.

6.

7.

8.

LEGEND:

RECEPTACLE, 20A, 120VOLT ('G' -…