Drawings.pdf

AREA OF WORK

BLDG 801

PLAN NORTH

BASE CONTRACTING

BLDG 729

BASE CIVIL ENGINEERING

BLDG 744

MAIN GATE

CONSTRUCTION HAUL ROUTE

CONTRACTING OFFICE: 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

801 802 803

FREE ZONE

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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:

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934TH AIRLIFT WING

21 4 5

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MINNEAPOLIS-SAINT PAUL AIR RESERVE STATION

REPAIR OFFICE AREAS - BUILDING 801

MARCH 17, 2015

760 MILITARY HIGHWAY

MINNEAPOLIS, MN 55450-2100

CONTRACT NUMBER: FA6643-10-D-0002

TASK ORDER NUMBER: 6N09

PROJECT NUMBER: QJKL 14-0018

F A

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SCALE: NOT TO SCALE

AREA LOCATION MAP

SCALE: NOT TO SCALE

BASE LOCATION MAP

# OF

TOTAL SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

LIFE SAFETY

2 LS101 LIFE SAFETY PLAN

ARCHITECTURAL

3 A-001 GENERAL NOTES & LEGENDS

4 A-002 PARTITION TYPES & DETAILS

5 AD101 DEMOLITION FLOOR PLANS

6 AD901 DEMOLITION PHOTOS

7 A-101 FIRST FLOOR NEW WORK PLAN

8 A-102 SECOND FLOOR NEW WORK PLAN

9 A-103 FIRST FLOOR REFLECTED CEILING PLAN

10 A-104 SECOND FLOOR REFLECTED CEILING PLAN

11 A-301 BUILDING CROSS SECTION

12 A-501 WALL DETAILS

13 A-601 FINISH SCHEDULE AND DETAILS

14 A-602 DOOR & WINDOW SCHEDULES AND DETAILS

FIRE PROTECTION

15 FA101 FIRE ALARM NEW WORK PLANS, NOTES AND LEGENDS

16 FP101 FIRE PROTECTION NEW WORK PLANS AND NOTES

MECHANICAL

17 M-001 GENERAL MECHANICAL NOTES AND LEGENDS

18 MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

19 MD102 SECOND FLOOR MECHANICAL DEMOLITION PLAN

20 M-101 FIRST FLOOR MECHANICAL NEW WORK PLAN

21 M-102 SECOND FLOOR MECHANICAL NEW WORK PLAN

22 M-501 MECHANICAL DETAILS

23 M-601 MECHANICAL SCHEDULES

24 M-602 CONTROL DIAGRAMS AND SEQUENCE OF OPERATIONS

ELECTRICAL

25 E-001 ELECTRICAL GENERAL NOTES AND LEGENDS

26 ED101 FIRST FLOOR DEMOLITION PLAN

27 ED102 SECOND FLOOR DEMOLITION PLAN

28 E-101 FIRST FLOOR NEW WORK POWER AND COMMUNICATIONS PLAN

29 E-102 SECOND FLOOR NEW WORK POWER AND COMMUNICATIONS PLAN

30 E-103 FIRST FLOOR NEW WORK LIGHTING PLAN

31 E-104 SECOND FLOOR NEW WORK LIGHTING PLAN

32 E-501 LIGHTING SCHEDULES & DETAILS

33 E-601 PANEL SCHEDULES

34 E-602 ELECTRICAL RISER DIAGRAM

Grand total: 34

INDEX OF DRAWINGS

SCALE: 1" = 60'-0"

FREE ZONE AREA BASE MAP

M A

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NO YES

NO YES

NO YES

NO YES

NO YES

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION

TYPE: (IBC 602)

DOES BUILDING HAVE ACCESSORY

OCCUPANCY (IES)?:

(IBC 508.2)

WHAT PERCENT OF STORY IS

ACCESSORY OCCUPANCY?:

DOES BUILDING REQUIRE INCIDENTAL USE

AREA SEPARATION?:

(IBC 509)

MIXED OCCUPANCIES?: (IBC 508)

OCCUPANCY GROUP:

(NFPA 6.1)

NON SEPARATED?: (IBC 508.3.2)

SEPARATED?: (IBC 508.4)

IIIB UNPROTECTED, SPRINKLERED,

EXTERIOR WALLS OF NON-COMBUSTIBLE MATERIALS

STORAGE (S1) 10,188 SF

BUSINESS 16,734 SF

750 SF 7.5%

BUILDING CODE ANALYSIS

IBC 2012 / NFPA 101

BLDG 801

934TH AIRLIFT WING

BUILDING AREA

AREA LIMIT BY TABLE 503 OF IBC: (AREA LIMITATION

PER STORY)

AREA AS DESIGNED PER STORY: (AREA PER

STORY)

TOTAL DESIGNED AREA OF BUILDING:

17,500 SF

13,461 SF

26,922 SF

BUILDING HEIGHT

AS DESIGNED

WITHOUT ANY

ALLOWABLE INCREASE

(PER IBC TABLE 503)

AS ALLOWED BY IBC

ALLOWABLE

HEIGHT INCREASE

(PER IBC 504.2)

TOTAL HEIGHT

INCLUDING ANY

ALLOWABLE INCREASE

IN FEET IN STORIES IN FEET IN STORIES

25'-0" 2 55'-0" 2

N/A N/A N/A N/A

25'-0" 2 55'-0" 2

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

GENERAL FIRE PROTECTION REQUIREMENTS

SEPARATIONS

PER IBC SECTION 718.2FIREBLOCKING REQUIRED?:

PER IBC SECTION 718DRAFTSTOPPING REQUIRED?:

PER IBC SECTION 909SMOKE CONTROL SYSTEM

REQUIRED?:

PER IBC SECTION 709SMOKE BARRIERS REQUIRED?:

PER IBC SECTION 710SMOKE PARTITION REQUIRED?:

PER IBC SECTION 708FIRE PARTITION REQUIRED?:

PER IBC SECTION 707FIRE BARRIER REQUIRED?:

ALARM & DETECTION

PER UFC 3-600-01FIRE ALARM SYSTEM REQUIRED?:

PER IFC 908EMERGENCY ALARM SYSTEM

REQUIRED?:

SUPPRESSION

PER IFC SECTION 905STANDPIPES REQUIRED?:

PER UFC 3-600-01SPRINKLERS REQUIRED?:

SPRINKLERS PROVIDED?:

PER IBC 906PORTABLE EXTINGUISHERS

REQUIRED?:

PER IFC 904OTHER SUPPRESSION

SYSTEMS REQUIRED?:

PER IFC 910SMOKE & HEAT VENTS

REQUIRED?:

FIRE ALARM SYSTEM PROVIDED?:

FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS

REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS

DESIGNED

(IN HOURS)

TESTING AGENCY

& DESIGN NO.

(UL, FM, ETC)

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS & PARTITIONS

(PER IBC TABLE 601 & 602)

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

FIRE WALLS

(PER IBC TABLE 706.4)

FIRE BARRIERS

(PER IBC TABLE 707)

SHAFT ENCLOSURES

(PER IBC TABLE 713)

FIRE PARTITIONS

(PER IBC SECTION 708)

OPENING & PROTECTIVE LISTING BY

CATEGORY (FIRE SHUTTERS, DOORS,

ETC. (PER IBC SECTION 716)

HORIZONTAL SEPARATION

(PER IBC 508.4)

INCIDENTAL OCCUPANCIES

(PER IBC TABLE 509)

OCCUPANCY SEPARATION WALLS

(PER IBC TABLE 508.4)

EXIT STAIR

(PER NFPA 101 7.1.3.2)

HORIZONTAL EXIT

(PER IBC SECTION 1025

EXIT ACCESS CORRIDOR WALLS

(PER IBC TABLE 1018.1)

SHAFT WALLS INCLUDING ELEVATOR

AND MECHANICAL SHAFTS

(PER IBC SECTION 713)

2 HR 2 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

MEANS OF EGRESS

EGRESS WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

CORRIDOR WIDTH

(PER NFPA 101,

38.2.3.2)

CORRIDOR FIRE-

RESISTANCE RATING

(PER IBC TABLE 1018.1)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

COMMON PATH OF

EGRESS TRAVEL

(PER NFPA 101, TABLE

A.7.6)

EXIT ACCESS TRAVEL

DISTANCE

(PER NFPA 101, TABLE

A.7.6)

DEAD ENDS

(PER NFPA 101,

TABLE A.7.6)

MINIMUM NUMBER OF

EXITS FOR OCCUPANT

LOAD

(PER NFPA 101, 7.4.1.2 &

38.2.4)

VERTICAL EXIT

ENCLOSURES

(PER NFPA 101 8.6.5)

GUARDS & HANDRAILS

(PER NFPA 101 7.2.2.4)

72" 72"

44" 61"

0 HR 0 HR

N/A N/A

S = 100'-0" B = 100'-0"

S=<100'-0" B = 91'-6"

S = 400'-0" B = 300'-0"

S = 137'-0" B = 129'-0"

S = 100'-0" B = 50'-0"

S=<100'-0" B = 28'-0"

2 2

N/A N/A

N/A N/A

COMMON PATH OF TRAVEL DISTANCE

1 HOUR FIRE RATED SEPARATION

EGRESS TRAVEL DISTANCE

LIFE SAFETY LEGEND

2A: 20-BC DRY CHEMICAL FIRE EXTINGUISHER

2 HOUR FIRE RATED SEPARATION

10061 SF

EXISTING STORAGE

708 SF

BUSINESS

169 SF

STORAGE

OCCUPANCY LEGEND

ASSEMBLY

BUSINESS

EXISTING BUSINESS

EXISTING STORAGE

STORAGE

2184 SF

EXISTING BUSINESS

338 SF

EXISTING BUSINESS

EGRESS ROUTE B = 137'-0"

BUSINESS AREA IS ACCESSORY

TO STORAGE OCCUPANCY

EXISTING AREA N.I.C.

OCCUPANCY LEGEND

ASSEMBLY

BUSINESS

EXISTING BUSINESS

EXISTING STORAGE

STORAGE

553 SF

ASSEMBLY

2976 SF

BUSINESS

GOVERNMENT APPROVED EXISTING NON-CONFORMING

STAIR ENCLOSURE TO REMAIN (NFPA 7.2.2.1.2)

MAINTAIN EXISTING 2-HOUR FIRE RATED PARTITION

9932 SF

EXISTING BUSINESS

EGRESS ROUTE = 129'-0"

EXISTING AREA N.I.C.

DEAD END = 28'-0" COMMON PATH = 91'-6"

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

GRAPHIC SCALE

PLAN NORTH

OCCUPANCY AREA

MAXIMUM AREA

ALLOWED PER

OCCUPANT

CALCULATED

OCCUPANCY LOAD

1ST FLOOR

BUSINESS 708 SF 100 7

EXISTING BUSINESS 2523 SF 100 26

EXISTING STORAGE 10061 SF 300 34

STORAGE 169 SF 300 1

13461 SF 68

2ND FLOOR

ASSEMBLY 553 SF 15 37

BUSINESS 2976 SF 100 30

EXISTING BUSINESS 9932 SF 100 100

13461 SF 167

Grand total 26921 SF 235

BUILDING DESIGN OCCUPANT LOAD (PER NFPA TABLE 7.3.1.2)

SCALE: 1/16" = 1'-0"A4

FIRST FLOOR LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"C4

SECOND FLOOR LIFE SAFETY PLAN

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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. THE UNDERSIDE OR THE DECK (INTERIOR) MAY HAVE FIXTURES AND ATTACHMENTS.

CONTRACTOR SHALL HAVE QUALIFIED CRAFTSMEN REMOVE AND REINSTALL ALL

AFFECTED ITEMS OF THE DEMOLITION OF ALL MATERIALS. THE LOCATION AND

METHOD OF ATTACHMENT SHALL BE THE SAME AS THE ORIGINAL, UNLESS DIRECTED

OR APPROVED OTHERWISE BY THE OWNER.

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 FACE OF STUD 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:

PLAN NORTH

A101

A1

Ref

A101

A1

Ref

A1

A-101

LIMIT OF CUTTING PLANE

OR

AC

A N

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CHAFIN

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EDRE

E

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KEVIN R.

F

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S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

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L O

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L a d s o n

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ARCHITECTURAL ABBREVIATIONS

P

PT PAINT

PR. PAIR

PNL PANEL

PART. PARTITION

PLAN. PLASTIC LAMINATE

PL PLATE

PLYWD PLYWOOD

LBS. POUNDS

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PRE-FAB PREFABRICATED

Q

Q.T. QUARRY TILE

R

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

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

TOS TOP OF STEEL

TW TOP OF WALL

TYP. TYPICAL

U

UL UNDERWRITERS

LABORATORIES

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

ARCHITECTURAL ABBREVIATIONS

FDN. FOUNDATION

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

GL. GLASS

G.P. GLOSS PAINT

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.M. HOLLOW METAL

HORIZ. HORIZONTAL

HB HOSE BIBB

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

J

JAN. JANITOR

JT JOINT

JST. JOIST

K.P. KICK PLATE

L

LAM. LAMINATE

LAV. LAVATORY

L.H. LEFT HAND

LHR LEFT HAND REVERSE

LT. LIGHT

LTG LIGHTING

LVR. LOUVER

M

MGR. MANAGER

MANUF. MANUFACTURER

MAS. MASONRY

M.O. MASONRY OPENING

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

M.W.P. METAL WALL PANEL

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

O.D. OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER

INSTALLED

ARCHITECTURAL ABBREVIATIONS

A

A.F.F. ABOVE FINISHED FLOOR

ACC. DR. ACCESS DOOR/PANEL

ACCESS. ACCESSORIES

ACOUST. ACOUSTICAL

A.C. AIR CONDITIONING

ALUM. ALUMINUM

ADAAG AMERICAN WITH DISABILTITES

ACCESSIBILITY GUIDELINES

A.B. ANCHOR BOLT

& AND

ANG. ANGLE

ANOD. ANODIZED

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

CLR. CLEAR

CLOS. CLOSET

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.F.C.I. CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

C.J. CONTROL JOINT

CORR. CORRIDOR

C.Y. CUBIC YARD

D

DESC. DESCRIPTION

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DWG. DRAWING

E

EA. EACH

E.W.C. ELECTRIC WATER COOLER

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

E.R.D. EMERGENCY ROOF DRAIN

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

FTG. FOOTING

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

GWB 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

4 7/8"

STC

NA

NOTES

USE IMPACT RESISTANT

GWB ON FIRST FLOOR

A

SCALE:

NON-RATED STUD WALL

1 1/2" = 1'-0"

A

5/8" GYPSUM WALLBOARD

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

5/8" GYPSUM WALLBOARD

ACOUSTIC INSULATION

PARTITION

TYPE

STUD

WIDTH

PARTITION

WIDTH

STC NOTES

B 3 5/8" 4 1/4" NA NONE

SCALE:

NON-RATED STUD WALL

1 1/2" = 1'-0"

B

5/8" GYPSUM WALLBOARD

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

PARTITION

TYPE

STUD

WIDTH

3 5/8"

PARTITION

WIDTH

6 1/8"

STC

NA

NOTES

SEAL ALL PENETRATIONS

WITH 2-HOUR FIRE RATED

SPRAY FOAM/SEALANT

C

SCALE:

2 HR RATED STUD WALL UL 419

1 1/2" = 1'-0"

C

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

ACOUSTIC INSULATION

2 LAYERS 5/8" GYPSUM BOARD FIRE RATED

2 LAYERS 5/8" GYPSUM BOARD FIRE RATED

PARTITION

TYPE

STUD

WIDTH

7 5/8"

PARTITION

WIDTH

9 1/8"

STC

N/A

NOTES

NONED

SCALE:

NON-RATED FURRING WALL

1 1/2" = 1'-0"

D

5/8" GYPSUM WALLBOARD

2 1/2" METAL STUDS @ 16" O.C.

PARTITION

TYPE

STUD

WIDTH

PARTITION

WIDTH

STC

N/A

NOTES

NONEE

SCALE:

CHAIN LINK FENCING

1 1/2" = 1'-0"

E

VAPOR RETARDER

R-13 BATT INSULATIONEXISTING MASONRY EXTERIOR WALL

NOTES:

1. SUBSCRIPTS MAY APPLY TO ANY PARTITION TYPES

(TYPE A IS USED ABOVE AS AN EXAMPLE)

CEILING

BOTTOM OF DECK

FLOOR

SUBSCRIPTS

EXTEND TOTAL PARTITION

TO STRUCTURE

S A

HINGE APPROACH PULL SIDEFRONT APPROACH PULL SIDE

FRONT APPROACH PUSH SIDE LATCH APPROACH PUSH SIDE

GENERAL NOTES:

1. OFFSET ALL DOORS 8" FROM

ADJACENT WALLS (TYP.),

UNLESS OTHERWISE NOTED.

MIN. CLEAR

5'-0"

8" TYP.

R 2'-6"

MIN.

3'-0"

MIN.

2'-0"

M

IN

M

IN

M

IN

M

IN

MIN.

1'-6"

1'-0" MIN.*

LATCH APPROACH PULL SIDE

HINGE APPROACH PUSH SIDE

MIN.

2'-0"

M

IN

M

IN

* IF BOTH CLOSER AND LATCH ARE PROVIDED * 48" MIN IF CLOSER IS PROVIDED

* 54" MIN IF CLOSER IS PROVIDED

** IF BOTH CLOSER AND LATCH ARE PROVIDED

*** 48" MIN IF BOTH CLOSER AND LATCH PROVIDED

MIN.

1'-10" 1'-0" MIN.**

CLEAR FLOOR SPACE

DOOR LOCATION

3'-0"

NEW WORK

EXISTING TO REMAIN

NEW WORK LEGEND

PARTITION TYPEA

WINDOW TYPEA

OR

AC

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HC

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T

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E

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KEVIN R.

F

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S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

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M P

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F A

-1

-D

-0

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

WALL TYPES

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

PARTITION TYPE SUBSCRIPT KEY

SCALE: NOT TO SCALE1

TYPICAL ANSI REQUIREMENTS

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

12 2

GRAPHIC SCALES

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

M A

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131211

E

D

C

B

A

"6

DA1

DA2

DA3

DA4

DA1

EXISTING 8x8 WOOD

COLUMN TO REMAIN, TYP.

EXISTING 8x8 WOOD

COLUMN TO REMAIN, TYP.

EXISTING 8x8 WOOD

COLUMN TO REMAIN, TYP.

EXISTING 8x8 WOOD

COLUMN TO REMAIN, TYP.

EXISTING 8x8 WOOD

COLUMN TO REMAIN, TYP.

EXISTING 8x8 WOOD

COLUMN TO REMAIN, TYP.

EXISTING ROOF DRAIN

PIPING TO REMAIN

EXISTING DOOR

TO REMAIN

/8

57'-10 1/128"

EXISTING WALL TO REMAIN

AD901

AD901

AD901

AD9014

EXISTING TO BE REMOVED.

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

GENRAL NOTES:

1. SEE ELECTRICAL AND MECHANICAL SHEETS FOR MORE DEMOLITION

INFORMATION.

131211

E

D

DA6

OR

AC

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CHAFIN

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T

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T

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E

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KEVIN R.

F

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S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

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AD101

M P

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-S T

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A T

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M

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A R

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N

E A

P O

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M

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-2

K C

H A

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F L O

O R

P L A

N S

R E

P A

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O

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E

A R

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B U

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D

IN

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F A

-1

-D

-0

PLAN NORTH

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

48 8

GRAPHIC SCALE

SCALE: 3/16" = 1'-0"A1

SECOND FLOOR DEMOLITION PLAN

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DA1 REMOVE & DISPOSE OF EXISTING VCT FROM EXISTING CONCRETE

FLOOR

DA2 REMOVE & DISPOSE OF EXISTING WOOD STUD AND GWB WALL

COMPLETE

DA3 REMOVE & DISPOSE OF EXISTING HOLLOW METAL DOOR AND FRAME.

OPENING TO BE INFILLED WITH METAL STUD AND GWB 2-HOUR FIRE

WALL.

DA4 REMOVE EXISTING OVERHEAD COILING DOOR. DOOR AND ACCESSORIES

TO BE STORED AND REUSED BY THE GOVERNMENT. OPENING TO BE

INFILLED WITH METAL STUD AND GWB 2-HOUR FIRE WALL.

DA6 REMOVE & DISPOSE OF EXISTING WOOD FRAMED WALL COMPLETE.

AREA OF WORK

SCALE: 3/16" = 1'-0"B5

FIRST FLOOR DEMOLITION PLAN

M A

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D E

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P

GENRAL NOTES:

1. SEE ELECTRICAL AND MECHANICAL SHEETS FOR MORE DEMOLITION

INFORMATION.

DA1

EXISTING 8X8 WOOD

COLUMN TO REMAIN

EXISTING PIPING TO

REMAIN

DA1

EXISTING ROOF DRAIN

PIPE TO REMAIN

EXISTING ELECTRICAL PANEL

TO REMAIN AND BE

RECESSED INTO NEW METAL

STUD AND GWB WALL.

EXISTING 8X8 WOOD

COLUMN TO REMAIN.

DA4

DA3

DA1

EXISTING ELECTRICAL PANEL

TO REMAIN AND BE

RECESSED INTO NEW METAL

STUD AND GWB WALL.

DA1

DA2

EXISTING WOOD BEAM TO

REMAIN

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

L

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

/2

3-17-2015

A s i n d ic a te d

M A

R C

H

N

E B

E N

N E

T T

E B

E N

N E

T T

C H

IN

S

O N

Q J K

L

-0

AD901

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 C

H A

F

IN

D E

M O

L

IT

IO

N

P H

O T

O S

R E

P A

IR

O

F F

IC

E

A R

E A

S

B U

IL

D

IN

G

F A

-1

-D

-0

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DA1 REMOVE & DISPOSE OF EXISTING VCT FROM EXISTING

CONCRETE FLOOR

DA2 REMOVE & DISPOSE OF EXISTING WOOD STUD AND GWB WALL

COMPLETE

DA3 REMOVE & DISPOSE OF EXISTING HOLLOW METAL DOOR AND

FRAME. OPENING TO BE INFILLED WITH METAL STUD AND GWB

2-HOUR FIRE WALL.

DA4 REMOVE EXISTING OVERHEAD COILING DOOR. DOOR AND

ACCESSORIES TO BE STORED AND REUSED BY THE

GOVERNMENT. OPENING TO BE INFILLED WITH METAL STUD AND

GWB 2-HOUR FIRE WALL.

SCALE: NOT TO SCALE1

DEMOLITION PHOTO 1

SCALE: NOT TO SCALE2

DEMOLITION PHOTO 2

SCALE: NOT TO SCALE4

DEMOLITION PHOTO 4

SCALE: NOT TO SCALE3

DEMOLITION PHOTO 3

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

131211

E

D

C

B

A

4 7/8" 25'-8" 4 7/8" 8'-0"

4 7/8"

8'-0"

493 SF

LRS OFFICE

154 SF

LRS OFFICE

154 SF

LRS CAGE

101A

3A A

A A A E

A1 A-301

C1 A-301

A1

A2 A2 A2

A2 A2 A2

/4 " A3

A1 A1A1

B

A A A

2'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" A3

GENRAL NOTES:

1. SEE SHEET A-002 FOR PARTITION TYPES.

2. SEE SHEET A-602 FOR DOOR AND WINDOW SCHEDULES.

3. BASE SUPPLY (THE FIRST FLOOR AREA OF WORK) IS A CONTROLLED AREA,

ACCESS IS AVAILABLE FROM 0700 - 1530 M-F, EXCLUDING FEDERAL

HOLIDAYS. ACCESS TO THE BUILDING IS CONTROLLED SO ANTICIPATE

MINOR DELAYS WHEN ENTERING THE BUILDING.

NEW WORK

EXISTING TO REMAIN

NEW WORK LEGEND

PARTITION TYPEA

WINDOW TYPEA

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

L

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

/2

3-17-2015

A s i n d ic a te d

M A

R C

H

N

E B

E N

N E

T T

E B

E N

N E

T T

C H

IN

S

O N

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 C

H A

F

IN

F I R

S T

F L O

O R

N E

W W

O R

K P

L A

N

R E

P A

IR

O

F F

IC

E

A R

E A

S

B U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 3/16" = 1'-0"A1

FIRST FLOOR PLAN

NEW WORK KEYNOTES:

NO. DESCRIPTION

A1 PREPARE CONCRETE FLOOR TO BE STAIND AND SEALED.

A2 EXISTING CONCRETE COLUMN TO REMAIN

A3 NEW CHAIN LINK METAL FENCING STORAGE CAGE

PLAN NORTH

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

48 8

GRAPHIC SCALE

AREA OF WORK

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

102 SF

BUDGET

138 SF

PLANS/PGM

501 SF

MXG CONF. ROOM

136 SF

AMXS/CC

105 SF

MXS/CC

103 SF

MOF/CC

103 SF

MXG/CAR AOV

207575 SF

CSS

280 SF

ANALYSIS

211102 SF

CCF

102 SF

CCF

102 SF

CCF

603 SF

HALL

131211

E

D

C

B

A

106 SF

STORAGE

15'-6" 26'-8 3/4" 15'-6"

10'-0" 5'-6"

/4

/4

/8 "7

/8

C L E

A R

201 203A

210A

210B

205203B

A

D

C

C

D

A A

A

A A

A A

A

A

A

A

A

A

A

BB

A

A

A

A

A

A

D

D

D

D

D

D

A-501 A1

A-501 C1

A-501 C3

10'-0" 5'-6" 26'-8 3/4" 5'-6" 10'-0"

A-501 A3

A-501 A3

Sim

A1 A-301

C1 A-301

S2 A-602

A4

A4

A5

A7

TYP

D D

C

EQ EQ

A-602 J3

A-602 J2

TYP

103 SF

EX OFFICE

A

/4

3'-0"

D

A

5'-6"

B

GENRAL NOTES:

1. SEE SHEET A-002 FOR PARTITION TYPES.

2. SEE SHEET A-602 FOR DOOR AND WINDOW SCHEDULES.

3. BASE SUPPLY (THE FIRST FLOOR AREA OF WORK) IS A CONTROLLED AREA,

ACCESS IS AVAILABLE FROM 0700 - 1530 M-F, EXCLUDING FEDERAL

HOLIDAYS. ACCESS TO THE BUILDING IS CONTROLLED SO ANTICIPATE

MINOR DELAYS WHEN ENTERING THE BUILDING.

NEW WORK

EXISTING TO REMAIN

NEW WORK LEGEND

PARTITION TYPEA

WINDOW TYPEA

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

L

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

/2

3-17-2015

A s i n d ic a te d

M A

R C

H

N

E B

E N

N E

T T

E B

E N

N E

T T

C H

IN

S

O N fi le n a m e

Q J K

L

-0

A-102

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 C

H A

F

IN

S E

C O

N D

F L O

O R

N E

W W

O R

K P

L A

N

R E

P A

IR

O

F F

IC

E

A R

E A

S

B U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 3/16" = 1'-0"A1

SECOND FLOOR PLAN

PLAN NORTH

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

48 8

GRAPHIC SCALE

NEW WORK KEYNOTES:

NO. DESCRIPTION

A4 MAINTAIN EXISTING 2-HOUR FIRE RATED PARTITION. SEAL ALL

PENETRATIONS WITH 2-HOUR FIRE RATED FIRESTOPPING SYSTEM.

A5 PAINT EXISTING HOLLOW METAL DOOR AND FRAME TP-1

A7 NEW SOLID CORE WOOD DOOR WITH HOLLOW METAL FRAMED

SIDELIGHT.

AREA OF WORK

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

131211

E

D

C

B

A

A8

A8

A8

A8

A.F.F.8'-0"

A.F.F.8'-0"

493 SF

LRS OFFICE

154 SF

LRS OFFICE

154 SF

LRS CAGE

A H

U -3

GENRAL NOTES:

1. SEE SHEET A-002 FOR PARTITION TYPES.

2. SEE SHEET A-602 FOR DOOR AND WINDOW SCHEDULES.

3. BASE SUPPLY (THE FIRST FLOOR AREA OF WORK) IS A CONTROLLED AREA,

ACCESS IS AVAILABLE FROM 0700 - 1530 M-F, EXCLUDING FEDERAL

HOLIDAYS. ACCESS TO THE BUILDING IS CONTROLLED SO ANTICIPATE

MINOR DELAYS WHEN ENTERING THE BUILDING.

NEW WORK

EXISTING TO REMAIN

RCP LEGEND

2X4 LIGHT FIXTURE

1X4 LIGHT FIXTURE

RETURN DIFFUSER

SUPPLY DIFFUSER

ACOUSTICAL CEILING TILES

AND GRID

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

L

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

/2

3-17-2015

A s i n d ic a te d

M A

R C

H

N

E B

E N

N E

T T

E B

E N

N E

T T

C H

IN

S

O N

Q J K

L

-0

A-103

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 C

H A

F

IN

F

IR

S T

F L O

O R

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

R E

P A

IR

O

F F

IC

E

A R

E A

S

B U

IL

D

IN

G

F A

-1

-D

-0

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

48 8

GRAPHIC SCALE

PLAN NORTH

AREA OF WORK

SCALE: 3/16" = 1'-0"A1

FIRST FLOOR REFLECTED CEILING PLAN

NEW WORK KEYNOTES:

NO. DESCRIPTION

A8 NEW ACOUSTICAL CEILING TILE AND GRID.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

131211

E

D

C

B

A

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0" A.F.F.8'-0"A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.8'-0"

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

A8A8

102 SF

BUDGET

138 SF

PLANS/PGM

501 SF

MXG CONF. ROOM

136 SF

AMXS/CC

105 SF

MXS/CC

103 SF

MOF/CC

103 SF

MXG/CAR AOV

207575 SF

CSS

280 SF

ANALYSIS

102 SF

CCF

102 SF

CCF

102 SF

CCF

603 SF

HALL

106 SF

STORAGE

A.F.F.8'-0"

A8A8

103 SF

EX OFFICE

EXISTING ACOUSTICAL CEILING

TILES TO REMAIN.

NEW MECHANICAL DIFFUSERS.

GENRAL NOTES:

1. SEE SHEET A-002 FOR PARTITION TYPES.

2. SEE SHEET A-602 FOR DOOR AND WINDOW SCHEDULES.

3. BASE SUPPLY (THE FIRST FLOOR AREA OF WORK) IS A CONTROLLED AREA,

ACCESS IS AVAILABLE FROM 0700 - 1530 M-F, EXCLUDING FEDERAL

HOLIDAYS. ACCESS TO THE BUILDING IS CONTROLLED SO ANTICIPATE

MINOR DELAYS WHEN ENTERING THE BUILDING.

NEW WORK

EXISTING TO REMAIN

RCP LEGEND

2X4 LIGHT FIXTURE

1X4 LIGHT FIXTURE

RETURN DIFFUSER

SUPPLY DIFFUSER

ACOUSTICAL CEILING TILES

AND GRID

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

L

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

/2

3-17-2015

A s i n d ic a te d

M A

R C

H

N

E B

E N

N E

T T

E B

E N

N E

T T

C H

IN

S

O N

Q J K

L

-0

A-104

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 C

H A

F

IN

S E

C O

N D

F L O

O R

R E

F L E

C T

E D

C E

IL

IN

G P

L A

N

R E

P A

IR

O

F F

IC

E

A R

E A

S

B U

IL

D

IN

G

F A

-1

-D

-0

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

48 8

GRAPHIC SCALE

PLAN NORTH

AREA OF WORK

SCALE: 3/16" = 1'-0"A1

SECOND FLOOR REFLECTED CEILING PLAN

NEW WORK KEYNOTES:

NO. DESCRIPTION

A8 NEW ACOUSTICAL CEILING TILE AND GRID.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

2ND FLOOR

11'-6"

ROOF

24'-0"

T.O. FOOTING

-4'-0"

1ST FLOOR

0"

EDCBA

/4

/2

/2

C1 A-301

A-602 S3

A-602 S2

Sim

501 SF

MXG CONF. ROOM

575 SF

CSS

280 SF

ANALYSIS

154 SF

LRS OFFICE

D A A

A

A

INFILL AREA BETWEEN THE TOP OF

EXISTING WALL AND BOTTOM OF

EXISTING WOOD BEAM WITH 3-5/8"

METAL STUD, BATT INSULATION, AND

ONE LAYER OF 5/8" GWB.

2ND FLOOR

11'-6"

ROOF

24'-0"

T.O. FOOTING

-4'-0"

1ST FLOOR

0"

121110

A1 A-301

" 493 SF

LRS OFFICE

154 SF

LRS OFFICE

154 SF

LRS CAGE

A A A

E

4'-0"

INFILL AREA BETWEEN THE EXISTING

WALL AND EXISTING WOOD BEAM

WITH 3-5/8" METAL STUD AND ONE

LAYER OF 5/8" GWB.

/2

+/- 57'-8 3/4"

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

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04 8268 02 4 8134

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

GRAPHIC SCALE

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

A-101

A1

BUILDING SECTION

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

A-101

C1

CROSS SECTION

A-102

A-102

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NEW 1/2" SOLID

SURFACE WINDOW SILL

EXTEND GWB TO

EXISTING WINDOW JAMB

EXISTING WINDOW

A

D

8"

3'-0" EXISTING 8x8 WOOD

COLUMN WITH STANDPIPE

AND ACCESSORIES TO

REMAIN

" B

A

A

B

B

B 12"x12" FLUSH ACCESS

DOOR, CENTERLINE OF

DOOR MOUNTED AT 6'-0" AFF,

CENTERED ON WALL +

5'-9"

EXISTING ELEC. BOX

RECESSED WITHIN NEW

METAL STUD WALL

EXISTING ROOF

DRAIN PIPING

EXISTING 8x8

WOOD COLUMN

B

A

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EXISTING TO REMAIN

NEW WORK LEGEND

PARTITION TYPEA

WINDOW TYPEA

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T

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KEVIN R.

F

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S A T E

N. Charleston, SC

SHEET

IDENTIFICATION

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SCALE: 1"=1'-0"

GRAPHIC SCALE

SCALE: 1" = 1'-0"

A-102

A1

ENLARGED PLAN @ WINDOW

SCALE: 1" = 1'-0"

A-102

C1

DETAIL @ COLUMN

SCALE: 1" = 1'-0"

A-102

C3

DETAIL @ ELECTRICAL PANEL

SCALE: 1" = 1'-0"

A-102

A3

DETAIL @ COLUMN/WALL

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GENERAL FINISH NOTES

1. CONTRACTOR SHALL READ ALL NOTES BEFORE BEGINNING WORK.

2. FURNISH AND INSTALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS

AND INSTALLATION INSTRUCTIONS.

3. ANY DISCONTINUED ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

CONTRACTOR TO NOTIFY GOVERNMENT OF ANY ITEMS REQUIRING FURTHER CLARIFICATION OF FINISH

SELECTION.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING OF MATERIALS. DO NOT

SCALE ARCHITECTURAL DRAWINGS. REFER TO DIMENSIONED PLANS

5. CONTRACTOR SHALL PROVIDE TO OWNER ALL MANUFACTURER'S RECOMMENDED MAINTENANCE

INSTRUCTIONS ON ALL FINISH MATERIALS. CONTRACTOR TO PROVIDE THE CONTRACTING OFFICER WITH

SHOP DRAWINGS FOR APPROVAL FOR ALL NEW MATERIALS INSTALLED

6. INTERIOR CONSTRUCTION REQUIRING FINISH / COLOR SELECTION NOT NOTED WITHIN THE SCHEDULE SHALL BE SUBMITTED TO THE CONTRACTING OFFICER IN WRITING, WITH SAMPLES OR FINISH / COLORS AVAILABLE, CLEARLY IDENTIFYING ANY THAT MIGHT BE AT A PREMIUM ABOVE THE PRODUCT BID.

7. ALL PRODUCT SPECIFICATIONS ARE GIVEN TO DEFINE DESIGN, COLOR AND QUALITY. SUBSTITUTIONS REQUIRE THE PRIOR APPROVAL OF THE CONTRACTING OFFICER. PROPOSED SUBSTITUTIONS SHALL

ADHERE TO THE INTENT OF THE QUALITY, DESIGN, COLOR AND PATTERN.

8. ALL FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL PANELS SHALL BE PAINTED

TO MATCH THE ADJACENT WALL FINISHES UNLESS PRE-FINISHED.

9. ALL FINISHES ARE DESIGNATED USING "PLAN NORTH".

FLOOR FINISH NOTES

1. CONTRACTOR TO FOLLOW MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS ON ALL FLOORING

PRODUCTS AND USE THE ADHESIVES, EQUIPMENT / TOOLS REQUIRED / RECOMMENDED BY THE

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

2. CONTRACTOR TO REMOVE EXISTING FLOORING MATERIALS AS REQUIRED AND PREPARE SUB FLOOR PER

MANUFACTURER'S INSTRUCTIONS.

3. CONTRACTOR TO FOLLOW MANUFACTURER'S PRINTED INSTRUCTIONS ON PROTECTION OF FLOORING MATERIAL AFTER INSTALLATION. PROTECT FLOORING AGAINST MARS, INDENTATIONS AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS, PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. USE PROTECTION METHODS INDICATED OR RECOMMENDED IN WRITING BY

THE FLOOR COVERING MANUFACTURER.

4. CONTRACTOR TO PROVIDE AND INSTALL APPROPRIATE TRANSITION STRIPS WHERE DIFFERING MATERIALS ABUT IF NOT NOTED OTHERWISE. PROVIDE CONTRACTING OFFICER WITH COLOR SAMPLES TO SELECT FROM.

5. FLOOR FINISH CHANGES SHALL OCCUR UNDER THE DOOR CENTERLINE (OR CENTER OF THE WALL OPENING

IF NO DOOR) BETWEEN ROOMS.

WALL FINISH NOTES

1. MISCELLANEOUS GRILLS AND ACCESSORIES SHALL BE PAINTED TO MATCH ADJACENT WALL FINISHES UNLESS THEY ARE PREFINISHED. CONTRACTOR TO VERIFY PAINT COLOR WITH THE CONTRACTING

OFFICER.

2. ALL PAINT SHALL HAVE LESS THAN 150 G/l VOC.

DOORS & DOOR FRAMES

1. ALL METAL DOORS AND ALL DOOR FRAMES SHALL BE PAINTED TP-1, BOTH SIDES OF DOOR. SEE FINISH

SCHEDULE.

2. ALL WOOD DOORS SHALL BE PREFINISHED BY MANUFACTURER TO MATCH ST-1. SEE FINISH SCHEDULE.

3. FINISH CHANGES BETWEEN AREAS SHALL OCCUR UNDER THE DOOR OR AT THE CENTERLINE OF DOOR

FRAME.

4. WHERE NEW GYP.BD. HAS BEEN INSTALLED ON ADJACENT WALLS RETURN GYP. BD. TO METAL FRAME.

CEILING NOTES

1. CEILING GRID TO MATCH THE COLOR OF THE CEILING TILES.

2. CEILING ACCESS PANELS, HVAC REGISTERS AND GRILLS SHALL BE REPLACED IN ALL AREAS AFFECTED.

OR

AC

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T

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KEVIN R.

F

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N. Charleston, SC

SHEET

IDENTIFICATION

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FINISH SCHEDULE

ROOM

NO ROOM NAME Area

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT. MAT. HEIGHT

1ST FLOOR

101 LRS OFFICE 493 SF PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CONC-1 ACT-1/ACG-1 8'-0"

102 LRS OFFICE 154 SF PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CONC-1 ACT-1/ACG-1 8'-0"

103 LRS CAGE 154 SF - - PNT-1 PNT-1 - - - RB-1 CONC-1 FENCEING 8'-0"

2ND FLOOR

200 HALL 603 SF PNT-1 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

201 BUDGET 102 SF PNT-1 PNT-1 PNT-1 PNT-2 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

202 PLANS/PGM 138 SF PNT-2 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

203 MXG CONF. ROOM 501 SF PNT-2 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

204 AMXS/CC 136 SF PNT-2 PNT-1 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

205 MXS/CC 105 SF PNT-1 PNT-2 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

206 MOF/CC 103 SF PNT-1 PNT-2 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

207 MXG/CAR AOV 103 SF PNT-1 PNT-2 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

208 EX OFFICE 103 SF

209 STORAGE 106 SF PNT-1 PNT-2 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

210 CSS 575 SF PNT-1 PNT-1 PNT-2 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

211 ANALYSIS 280 SF PNT-1 PNT-1 PNT-2 PNT-1 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

212 CCF 102 SF PNT-1 PNT-1 PNT-1 PNT-2 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

213 CCF 102 SF PNT-1 PNT-1 PNT-1 PNT-2 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

214 CCF 102 SF PNT-1 PNT-1 PNT-1 PNT-2 RB-1 RB-1 RB-1 RB-1 CPT-1 ACT-1/ACG-1 8'-0"

LEGEND OF COLORS AND FINISHES

MARK MATERIAL MANUFACTURER COLOR SIZE COMMENTS

BASE

RB-1 RUBBER BASE JOHNSONITE GREY 48, COVE 4" HEIGHT ---

CEILING

ACG-1 ACOUSTICAL CEILING TILE GRID ARMSTRONG SUPRAFINE XL 9/16", #7500HRC, WHITE 9/16" ---

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG ULTIMA 1912, BEVELED TEGULAR, WHITE 2'-0" X 2'-0" X 3/4" ---

FLOORING

CONC-1 EXPOSED CONCRETE --- --- --- CLEANED, PREPARED, SEALED

CPT-1 CARPET TILE TANDUS HAPHAZARD II #03366, PARTI COLOR #13508 24" X 24" RANDOM PATTERN INSTALLATION

MISC.

EXTG EXISTING SURFACE --- --- --- ---

SS-1 SOLID SURFACE (WINDOW STOOLS) LIVINGSTONE KLONDIKE --- ---

ST-1 STAIN (WOOD DOORS) SHERWIN WILLIAMS RED OAK --- ---

TP-1 TRIM PAINT (DOOR FRAMES AND METAL DOORS) SHERWIN WILLIAMS DARK BROWN --- ALKYD ENAMEL

WB-1 WINDOW BLINDS - METAL HORIZONTAL SWF CONTRACT ALUMINUM, WHITE 1" SLATS ---

WALLS

PNT-1 WALL PAINT SHERWIN WILLIAMS SW 7008 ALABASTER --- LATEX SATIN

PNT-2 WALL PAINT SHERWIN WILLIAMS SW 7067 CITYSCAPE --- LATEX SATIN, ACCENT WALL

M A

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F

(FLUSH DOOR)

NL

(NARROW LIGHT)

2" 3'-0" 2"

2" 3'-0" 2"

6" 6"

SL

(SIDELIGHT)

2" 3'-0" 2"

1'-6" 2"

6" 6"

C

1. ALL EXISTING DOOR FRAMES TO REMAIN SHALL BE PREPARED AND

REPAINTED. PATCH ALL HOLES IN DOORS AS REQUIRED BEFORE

REFINISHING.

2. CONTRACTOR SHALL FIELD VERIFY ALL DOOR AND FRAME OPENINGS

PRIOR TO FABRICATION OF NEW DOORS.

3. CONTRACTOR SHALL FIELD VERIFY ANY EXISTING FIRE RATED DOORS.

ANY NEW WORK TO BE PERFORMED ON EXISTING FIRE RATED DOORS

SHALL MAINTAIN THE EXISTING FIRE RATING.

4. ALL DOOR LITES AND SIDELITES SHALL BE TEMPERED OR LAMINATED

GLASS. (SAFETY GLASS COMPLYING W/ CPSC 16 CFR 1201).

5. SEE FINISH SCHEDULE ON SHEET A-601 AND FINISH SCHEDULE ON SHEET

A-601 FOR DOOR AND FRAME FINISH COLORS.

6. PAINT NEW AND EXISTING INTERIOR H.M. FRAMES: TP-1

DOOR GENERAL NOTES:

HM HOLLOW METAL

WD SOLID PARTICLEBOARD CORE WOOD

SS STAINLESS STELL

DOOR MATERIAL LEGEND:

HDW-1 OFFICE LOCK (F05)

HDW-2 STOREROOM/CLOSET LOCK (F04)

HDW-3 CLASSROOM/UTILITY LOCK (F37)

HDW-4 OFFICE/ENTRY LOCK (F56) WITH CLOSER

DOOR HARDWARE LEGEND:

A .F

.F

/8

M

A X

DOOR AND FRAME AS SCHEDULED

(REFER TO DOOR SCHEDULE & DETAILS)

/2

SOUND ATTENUATION INSULATION

5/8" GYP. BOARD

PROVIDE METAL STUD

FRAMING AS REQUIRED

SEALANT; TYP.

EACH SIDE

HOLLOW METAL FRAME

DOOR; AS SCHEDULED

1/2"

2"

SOUND ATTENUATION INSULATION

5/8" GYP. BOARD

PROVIDE METAL STUD

FRAMING AS REQUIRED

SEALANT; TYP.

EACH SIDE

HOLLOW METAL FRAME

DOOR; AS SCHEDULED

JAMB ANCHORS; MIN 3 PER JAMB

B

R .O

1/2" SOLID SURFACE

COUNTER. 3'-0" TO

TOP OF COUNTER.

6'-0" R.O.

WINDOW FRAME

2" 1'-6" 2"

C

3'-0"

A

NEW 5/8" GYPSUM WALLBOARD

2 1/2" METAL STUD

EXISTING BRICK WINDOW SILL

NEW 1/2" SOLID SURFACE WINDOW SILL

NEW 5/8" GYPSUM WALLBOARD

NEW 5/8" GYPSUM WALLBOARD

BEYOND AT WINDOW JAMB

EXISTING WINDOW

NEW BATT INSULATION

8"

1/2" SOLID SURFACE COUNTER.

3'-0" TO TOP OF COUNTER

5/8" GYPSUM WALLBOARD

3 5/8" METAL STUDS

SOUND ATTENUATION INSULATION

5/8" GYPSUM WALLBOARD AT

JAMB BEYOND

SERVICE WINDOW WITH

COILING DOOR, MANUAL PUSH

UP OPERATION, MOUNTED

BETWEEN THE WALL JAMBS

1/2" SOLID SURFACE SILL, FULL LENGTH

OF WINDOW OPENING

INTEGRAL FRAME FOR

COILING SERVICE WINDOW

5/8" GYPSUM WALLBOARD

3 5/8" METAL STUD

SOUND ATTENUATION INSULATION

2 1/2" METAL STUD

NEW 1/2" SOLID SURFACE WINDOW SILL

NEW 5/8" GYPSUM WALLBOARD

AT WINDOW JAMB

EXISTING WINDOW

NEW BATT INSULATION

OR

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KEVIN R.

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N. Charleston, SC

SHEET

IDENTIFICATION

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GRAPHIC SCALE

DOOR SCHEDULE

NO. TYPE

DOOR

FIRE

RATING

FRAME

HARDWARE COMMENTS

SIZE

MATERIAL FINISH

UNDER

CUT MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

101A (2) NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1 (2) 3'-0" X 7'-0" DOORS, NO CENTER MULLION

101B NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1

102 NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1

103 CC 4'-0" 7'-0" 1 3/4" CHAIN LINK

FENCE

- - NA - - - - - - (2) 3'-0" X 7'-0" FENCING DOORS WITH

PADLOCK

200 EXIST. 3'-6" 7'-0" 1 3/4" EXIST. TP-1 N/A 1.5 HR HM TP-1 EXIST. EXIST. EXIST. HDW-4 1.5 HR FIRE RATED DOOR & FRAME

201 NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1

202 NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1

203A NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-3

203B NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-3

204 NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1

205 NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1

206 NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1 S1 HDW-1

207 NL 3'-0" 7'-0" 1 3/4" WD ST-1 5/8" NA HM TP-1 H1 J1…