Drawings 01_B246_20141219.pdf

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D

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US Army Corps of Engineers ®

D

C

B

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KANSAS CITY DISTRICT

G G

-0

BUILDING 246 RENOVATION

Biddle Avenue Fort Leavenworth, KS 66027

100% SUBMITTAL:

DECEMBER 19, 2014

USACE

CONTRACT NUMBER : W912DQ-14-C-4015

SOLICITATION NUMBER : W912DQ-14-R-4029

DRAWING INDEX

SHEET

NO. SHEET TITLE IN

TE

R

IM

1/ 6/

0%

C D

2/

/1

G-001 COVER SHEET X X

A-000 GENERAL NOTES X X

A-001 EGRESS PLANS X X

D-100 BASEMENT DEMO PLAN X X

D-101 FIRST FLOOR DEMO PLAN X X

D-102 SECOND FLOOR DEMO PLAN X X

A-100 BASEMENT FLOOR PLAN X X

A-101 FIRST FLOOR PLAN X X

A-102 SECOND FLOOR PLAN X X

A-400 ELEVATOR DETAILS X X

A-500 BASEMENT REFLECTED CEILING PLAN X X

A-501 FIRST FLOOR REFLECTED CEILING PLAN X X

A-502 SECOND FLOOR REFLECTED CEILING PLAN X X

A-600 DOOR TYPES & SCHEDULES X X

S-001 GENERAL NOTES X X

S-002 TYPICAL DETAILS X X

SB100 BASEMENT FOUNDATION PLAN X X

SF101 FIRST FLOOR FRAMING PLAN X X

SF102 SECOND FLOOR FRAMING PLAN X X

S-501 DETAILS X X

MPE-001 MEP SYMBOLS X X

M-100 BASEMENT MECHANICAL X X

M-101 FIRST FLOOR MECHANICAL X X

M-102 SECOND FLOOR MECHANICAL X X

M-200 MECHANICAL DETAILS X X

M-300 MECHANICAL SCHEDULES X X

E-100 BASEMENT, 1ST FLOOR LIGHTING X X

E-200 BASEMENT POWER X X

E-201 FIRST FLOOR POWER X X

E-202 SECOND FLOOR POWER X X

E-400 ELECTRICAL SCHEDULES X X

FA001 FIRE ALARM GENERAL NOTES AND DETAILS X

FA100 FIRE ALARM BASEMENT FLOOR PLAN X

FA101 FIRE ALARM FIRST FLOOR PLAN X

FA102 FIRE ALARM SECOND FLOOR PLAN X

FX001 FIRE SPRINKLER GERNERAL NOTES AND DETAILS X

FX100 FIRE SPRINKLER BASEMENT FLOOR PLAN X

FX101 FIRE SPRINKLER FIRST FLOOR PLAN X

FX102 FIRE SPRINKLER SECOND FLOOR PLAN X

DRAWING ABBREVIATIONS INDEX OF DRAWINGS WALL TYPES

LEGEND

NUMBERING SYSTEM:

A2.10/01

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

SERIES NUMBER

SHEET NUMBER WITHIN SERIES

NUMBER OF PLAN, DETAIL, ETC.

ON SHEET

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT,

OR CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT

INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE

RIGID INSULATION

EXTRUDED POLYSTYRENE

RIGID INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

CEILING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

1i

0 GRID / COLUMN

LINE DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

EXIT LIGHT

INTERIOR ELEVATION

1i

WALL TYPE

WINDOW TYPE

SECTION

Room name

101 ROOM NAME/NUMBER

A101

Ref

A101

Ref

EXTERIOR ELEVATION

1 REVISION TAG

A-101

SIM

PLAN, BLOW-UP DETAIL

PLAN NORTH

NORTH ARROW w/

TRUE NORTH INDICATION

SPOT ELEVATION

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

H -------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED INSTALLED

BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RMMACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RMMECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

2' x 2' ACT CEILING

4' x 4' ACT CEILING

A

S

1 HR FIRE

S S S

1 HR FIRE/SMOKE WALL

4 HR FIRE

4 HR FIRE/SMOKE WALL

2 HR FIRE

2 HR FIRE/SMOKE WALL

3 HR FIRE

3 HR FIRE/SMOKE WALL

FIRE RATED WALL SYMBOLS:

SHEET KEYNOTE

GYP. BD. CEILING

1' x 1' ACT CEILING

2 X 4 LIGHT FIXTURE

2 x 2 LIGHT FIXTURE

SUSP. FLUORESCENT LIGHT

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

RE: TO WALL TYPE WIDTH

METAL STUDS AT 16" O.C.

RE: WALL TYPE

DESCRIPTION

GYPSUM BOARD,

EACH SIDE

SLIP TRACK

STRUCTURAL DECK ABOVE

SEALANT- EACH SIDE, TYPICAL

1.4A GYPSUM WALL

RUNNER TRACK

1.4A - 3-5/8" MTL. STUDS, 5/8" ABUSE-

RESISTANT GYP. BD. BOTH SIDES

RE: TO WALL TYPE WIDTH

METAL STUDS AT 16" O.C.

RE: WALL TYPE DESCRIPTION

RUNNER TRACK

GYPSUM BOARD

STRUCTURAL DECK ABOVE

SEALANT - EACH SIDE, TYPICAL

SLIP TRACK

4.XA TO STRUCTURE

4.1A - 2-1/2" MTL. STUDS, 5/8" GYP. BD. ONE SIDE

4.2A - 3-5/8" MTL. STUDS, 5/8" GYP. BD. ONE SIDE

4.2AT - 3-5/8" MTL. STUDS, 5/8" PAPERLESS, ABUSE-

RESISTANT GYP. BD. ONE SIDE, THERMAL INSULATION

FULL HEIGHT OF STUD CAVITY

9.1A MASONRY WALL

STRUCTURAL DECK ABOVE

7 5/8"

REFER TO STRUCTURAL DWGS.

SHEET

IDENTIFICATION

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US Army Corps of Engineers ®

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1. ALL WORK SHALL CONFORM WITH APPLICABLE BUILDING

CODES, REGULATIONS, AND ORDINANCES.

CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING

AND OCCUPANCY PERMITS.

2 INFORMATION ON THE DRAWINGS REGARDING EXISTING

CONDITIONS IS BASED UPON DRAWINGS FURNISHED BY

THE GOVERNMENT. THE INFORMATION IS BELIEVED TO

BE AN ACCURATE REFLECTION OF THE EXISTING

CONDITIONS, BUT IS IN NO WAY INTENDED TO

GUARANTEE EXACT CONDITIONS.

3 THE CONTRACTOR IS RESPONSIBLE TO PERFORM A

COMPLETE ANALYSIS PRIOR TO COMMENCEMENT OF

WORK. REPORT ALL DISCREPANCIES TO THE ARCHITECT

IMMEDIATELY. FAILURE OF THE CONTRACTOR TO

PERFORM SURVEY, FIELD VERIFY CONDITIONS, AND

COORDINATE WORK DOES NOT RELIEVE CONTRACTOR

OF RESPONSIBLIITY FOR WORK.

4 CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN

AND PROTECT EXISTING SYSTEMS AND FINISHES WHICH

ARE TO REMAIN. ANY DAMAGES TO SUCH SYSTEMS AND

FINISHES SHALL BE REPAIRED IN A MANNER

ACCEPTABLE TO THE ARCHITECT AT THE CONTRACTOR'S

EXPENSE.

5 DRAWINGS CONTAINED IN THIS SET SHALL NOT BE

REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE

DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE

REJECTED AND RETURNED TO THE CONTRACTOR.

6 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION

AND THE SAFETY OF ALL CONSTRUCTION PERSONNEL

AND VISITORS.

7 DO NOT SCALE DRAWINGS. FOLLOW WRITTEN

DIMENSIONS OR KEYED NOTES ONLY. CONTACT

ARCHITECT FOR CLARIFICATIONS IF REQUIRED.

8 EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR

CONDITIONS UNDER WHICH THE WORK WILL BE

INSTALLED AND REPORT TO THE CONTRACTOR IN

WRITING ANY CONDITIONS DETRIMENTAL TO THE

PROPER AND TIMELY EXECUTION OF THE INSTALLER'S

WORK. DO NOT PROCEED UNTIL UNSATISFACTORY

CONDITIONS ARE CORRECTED. INSTALLATION SHALL

CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR

CONDITIONS.

9 "TYPICAL", AS USED IN THESE DOCUMENTS, SHALL MEAN

THAT THE CONDITIONS OR DIMENSION IS THE SAME OR

REPRESENTATIVE FOR SIMILAR CONDITIONS

THROUGHOUT.

10 ALL DISSIMILAR METAL MATERIALS SHALL BE ISOLATED

WITH AN APPROVED NON-METAL ISOLATION MATERIAL.

11 PROVIDE BLOCKING IN GYPSUM BOARD PARTITIONS FOR

ALL WALL-MOUNTED ARCHITECTURAL WOODWORK,

FINISH CARPENTRY, FURNITURE, EQUIPMENT, GRAB

BARS, TOILET ACCESSORIES, WALL-MOUNTED

HANDRAILS, ETC. ALL BLOCKING SHALL BE FIRE

RETARDANT TREATED WOOD. GENERAL CONTRACTOR IS

RESPONSIBLE FOR COORDINATING BLOCKING WITH ALL

WALL-MOUNTED ITEMS INCLUDING, BUT NOT LIMITED TO,

THOSE LISTED ABOVE.

12 NON-BEARING PARTITIONS SHALL BE ISOLATED FROM

THE BUILDING STRUCTURE TO PREVENT TRANSFER OF

BUILDING LOADS FROM THE STRUCTURE TO THE

PARTITIONS.

13 PAINT ALL NEW EXPOSED GYPSUM BOARD AREAS,

COLOR TO BE SELECTED BY ARCHITECT.

14 ALL INTERIOR PARTITION DIMENSIONS ARE FROM

COLUMN GRID LINES TO FACE OF GYPSUM BOARD FINISH

UNLESS OTHERWISE NOTED.

15 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL

DRAWINGS FOR MORE INFORMATION THAT MAY NOT BE

IN THE ARCHITECTURAL DRAWINGS. CONTRACTOR TO

NOTIFY AND COORDINATE WITH THE ARCHITECT ANY

ISSUES THAT CONFLICT WITH THE NEW DESIGN.

16 PORTABLE FIRE EXTINGUISHERS OF APPROVED TYPE

ARE TO BE PLACED WITHIN THE CONSTRUCTION AREA IN

ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT

INSPECTOR OR MARSHAL.

M

AR

K D

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AP

PR

LKJHGFEDCBA M

1107.32 SF

STORAGE

366.08 SF

PLANNING

555.30 SF

COMP. MAIN.

110.97 SF

TELCOM

576.65 SF

STOR/ELECT

556.36 SF

STORAGE

570.00 SF

MECHANICAL

191.17 SF

MECHANICAL

493.07 SF

STORAGE

EXIT 1

TOTAL OCCUPANT LOAD: 43

TWO EXITS REQUIRED

MAX ACCESS TRAVEL DISTANCE 300 FEET

REQUIRED EXIT WIDTH: 43 X 0.3"/PERSON = 12.9"

MINIMUM EXIT WIDTH: 36" (32" AT DOORS)

EXIT ACCESS TRAVEL DISTANCE: 86'-7"

STAIR

WIDTH:

42"

STAIR

WIDTH: 40"

EXIT 2 DIAGONAL = 139'-6"

EXIT SEPARATION = 80'-4"

LKJHGFEDCBA M

988.01 SF

STORAGE

EXIT DISCHARGE

FROM FLOOR

ABOVE

EXIT DISCHARGE

FROM FLOOR

BELOWEXIT 1

EXIT 2

COMMON PATH OF TRAVEL = 94'-11"

TRAVEL DISTANCE = 68'-10"

OFFICE OCC.

6,758 SF

TOTAL OCCUPANT LOAD: 72

TWO EXITS REQUIRED

MAX ACCESS TRAVEL DISTANCE 300 FEET

MAX COMMON PATH OF TRAVEL 100 FEET

EXIT WIDTH REQUIRED AT EXTERIOR DOORS: 72 X 0.2"/PERSON = 14.4"

EXIT WIDTH REQUIRED AT EXTERIOR STAIRS: 72 X 0.3"/PERSON = 21.6"

MINIMUM EXIT WIDTH: 36" (32" AT DOORS)

TRAVEL DISTANCE = 118'-0"

STAIR

WIDTH:

65"

RAMP WIDTH: 46"

STAIR

WIDTH:

46"

DIAGONAL = 138'-6"

EXIT SEPARATION = 70'-9"

LKJHGFEDCBA M

EXIT 2

OFFICE OCC.

6,758 SF

EXIT 1

TRAVEL

DISTANCE =

71'-3"

TRAVEL DISTANCE

= 76'-4

TRAVEL

DISTANCE =

57'-9"

TOTAL OCCUPANT LOAD: 68

TWO EXITS REQUIRED

MAX ACCESS TRAVEL DISTANCE 300 FEET

EXIT WIDTH REQUIRED: 68 X 0.3"/PERSON = 20.4"

MINIMUM WIDTH 36" (32" AT DOORS)

STAIR

WIDTH:

23"

STAIR

WIDTH:

46"

DIAGONAL = 139'-7"

EXIT SEPARATION = 74'-0"

BUILDING SUMMARY

PROJECT INFORMATION

PROJECT NAME: BUILDING 246 RENOVATION

ADDRESS: BUILDING 246, BIDDLE AVENUE, FORT LEAVENWORTH, KS 66027

PROPOSED USE: BUSINESS/OFFICE

OWNER-CONTACT PERSON: KIM BLOOD, USACE

APPLICABLE CODES

- BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE

- MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE

- PLUMBING: 2012 INTERNATIONAL PLUMBING CODE

- LIFE SAFETY CODE: NFPA 101 - 2012

- ACCESSIBILITY CODE: ADA STANDARDS FOR ACCESSIBLE DESIGN

- ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE

BUILDING PLANNING

OCCUPANCY: BUSINESS GROUP B

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE: V-B

ALLOWABLE BUILDING HEIGHTS AND AREAS

BASIC MAXIMUM HEIGHT: 40 FEET ACTUAL: APPROX. 40 FEET

MAXIMUM NUMBER OF STORIES: 2 ACTUAL: 2

BASIC ALLOWABLE AREA: 9,000 SF ACTUAL: 7,783 SF

NO INCREASES REQUIRED

FIRE PROTECTION SYSTEMS

- FIRE EXTINGUISHING SYSTEM: PROVIDED, NFPA 13 AUTOMATIC SPRINKLER SYSTEM

- STANDPIPE SYSTEM: NO

- SMOKE CONTROL: NO

FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULE

ITEM REQ'D RATING / HR

- EXTERIOR WALLS: LOAD BEARING

NON-LOAD BEARING

- FIRE/PARTY WALLS

- SHAFTS

- TENANT SEPARATION

- INTERIOR WALL: LOAD BEARING

NON-LOAD BEARING

- COLUMNS

- BEAMS

- FLOOR/CEILING

- ROOF/CEILING

N/A

1-HR

N/A N/A

STAIRS

MINIMUM WIDTH OF STAIRS SERVING LESS THAN 50 PERSONS = 36"

SYMBOL LEGEND

X X

SIZE OF EXIT (INCHES)

CAPACITY OF EXIT (PERSONS)

X

X DISTRIBUTED NUMBER OF OCCUPANTS AT EACH EXIT

(THEORETICALLY EQUAL DISTRIBUTION BASED ON OCCUPANT LOAD)

X

X

X

ROOM NAME

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

ROOM AREA (SF)

SHEET

IDENTIFICATION

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B Y:

US Army Corps of Engineers ®

" x

4"

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2D Q

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W

2D Q

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Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

E G

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A-001

KA

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D

IN

G

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V A

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O N

A I A

-0

3/32" = 1'-0"A-001

D5 BASEMENT FLOOR PLAN

3/32" = 1'-0"A-001

A5 FIRST FLOOR PLAN

3/32" = 1'-0"A-001

A1 SECOND FLOOR PLAN

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Planning Room

Storage

Telecom

Storage

Electric

Lobby

Storage

Mechanical

Mechanical

Hall

Hall

Storage

Computer Maintenance

Storage

Stair

SHEET

IDENTIFICATION

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D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

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E :

FI

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N

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B Y:

US Army Corps of Engineers ®

" x

4"

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W

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Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

D-100

KA

N

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Va zq ue z

C om m er ci al

C on tra ct in g, L

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SE

M

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N

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D

IN

G

R

E N O

V A

TI

O N

D -1

1/8" = 1'-0"D-100

A1 BASEMENT DEMO PLAN

KEYNOTES - PLAN DEMO

Tag Text

1 REMOVE STAIRS AND HAND RAILS.

PATCH/REPAIR EXISTING ADJACENT

CONSTRUCTION TO LIKE-NEW CONDITION IN

ORDER TO RECEIVE NEW WORK.

2 REMOVE EXISTING DOOR, FRAME, AND

HARDWARE.

3 REMOVE EXISTING GYPSUM BOARD PARTITION.

PATCH/REPAIR EXISTING ADJACENT WALLS TO

LIKE-NEW CONDITION IN ORDER TO RECEIVE

NEW WORK.

4 REMOVE EXISTING WINDOW AND FRAME.

5 PARTIALLY DEMO EXISTING PARTITION FOR

NEW DOOR OPENING. REFER TO DOOR

SCHEDULE.

6 REMOVE EXISTING ELEVATED FLOOR.

SALVAGE EXISTING CARPET TILE FOR REUSE.

PREP FLOOR TO RECEIVE NEW FLOOR FINISH

PER FINISH LEGEND AND SCHEDULE.

ELEVATED FLOOR CONSISTS OF CONCRETE

SLAB ON STEEL FLUTED DECK SUPPORTED BY

COLD-FORMED STEEL CHANNEL JOISTS

SUPPORTED BY BRACED STEEL STUD FRAMES

ANCHORED TO FIRST FLOOR SLAB.

7 REMOVE EXISTING ELEVATOR AND ALL

ASSOCIATED COMPONENTS. INFILL CONCRETE

FLOOR SLAB PER STRUCTURAL DRAWINGS.

8 REMOVE EXISTING CARPET FLOORING.

SALVAGE EXISTING CARPET TILE FOR REUSE.

PREP FLOOR TO RECEIVE NEW FINISH PER

LEGEND AND SCHEDULE.

9 REMOVE ALL EXISTING ELEVATOR EQUIPMENT

IN ROOM.

10 PARTIALLY REMOVE SLAB FOR NEW ELEVATOR

SHAFT. EXCAVATE FOR NEW ELEVATOR PIT

AND FOOTINGS. REFER TO STRUCTURAL

DWGS.

11 REMOVE EXISTING FLOOR FINISH. PREP

FLOOR TO RECEIVE NEW FINISH PER FINISH

LEGEND AND SCHEDULE.

12 REMOVE EXISTING ACCESS TRENCH COVER.

13 REMOVE EXISTING SUSPENDED PANEL CEILING

SYSTEM IN ELEVATOR LOBBY. RETAIN GYPSUM

BOARD SOFFIT OVER FOOT OF STAIRS AT

BASEMENT LEVEL.

14 REMOVE EXISTING GYP. BD. CEILING.

15 REFER TO MECH/PLUMBING/FP DRAWINGS FOR

WORK IN THESE AREAS.

17 REMOVE EXISTING OVERHEAD BULKHEAD.

18 SALVAGE EXISTING CARPET TILE FOR REUSE.

19 REMOVE STEEL PLATE AND ANGLE FROM IN

FRONT OF WINDOW.

20 REMOVE STEEL PLATE GRAVEL RETAINER.

21 REMOVE EXISTING ASPHALT FOR EXCAVATION

OF NEW PERFORATED DRAIN. SEE A-100.

22 EXCAVATE FOR INSTALLATION OF NEW

PERFORATED DRAIN. SEE A-100.

23 NOTE: TESTING PERFORMED ON THIS BUILDING

HAS INDICATED THE PRESENCE OF

NON-FRIABLE ASBESTOS-CONTAINING

MATERIAL (TILE MASTIC) IN ROOMS 112 AND

113. DO NOT DISTURB FLOOR MATERIALS

WITHIN THESE SPACES. THE REPORT,

PREPARED BY BURNS & MCDONNELL

ENGINEERING COMPANY, DATED JANUARY,

2013, IS AVAILABLE FROM THE GOVERNMENT.

04 8 16268

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

N

GENERAL NOTE

TESTING PERFORMED ON THIS BUILDING HAS INDICATED

THE PRESENCE OF LEAD-BASED PAINT IN

CONCENTRATIONS EQUAL TO OR EXCEEDING 1 mg/cm^2.

THE REPORT, WHICH IS AVAILABLE FROM THE

GOVERNMENT, INDICATES THAT SUCH

CONCENTRATIONS OCCUR PRIMARILY AT SOME

EXTERIOR WINDOWS AND AT PAINTED STRUCTURAL

STEEL ANGLES SUPPORTING OVERHEAD CLAY TILE IN

ROOMS 005 AND 006. THE REPORT ALSO INDICATES THE

PRESENCE OF LEAD-BASED PAINT IN CONCENTRATIONS

LESS THAN 1 mg/cm^2, BUT NOTES THAT THIS MATERIAL

COULD BE TURNED INTO LEAD DUST IF THE PAINT IS

TURNED INTO DUST BY ABRASION, SCRAPING OR

SANDING. WHERE SURFACES CONTAINING LEAD-BASED

ARE DISTURBED, FOLLOW ALL PROCEDURES FOR

HANDLING AND CONTAINMENT OF SPECIFICATION

SECTION 02 83 13. 00 20 "LEAD IN CONSTRUCTION." THE

REPORT WAS PREPARED BY BURNS & MCDONNELL AND

IS DATED JANUARY, 2013.

M

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Office

Hall

Office

Office

Office

Hall

Office

Conference

Men

Women

Jan

Telecom

Elect.

Mechanical

Lobby

Open Office

Room

Room

Office

Office

Vestibule

Vestibule

Storage

19 20

SHEET

IDENTIFICATION

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I G N

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SB

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BY

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E :

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A M

E:

IS

SU

E D

A

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C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

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SHEET OF

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BM

IT

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L

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IN

TE

R

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S

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BM

IT

TA

L

.0 6.

/8

'-0

/1

8 /

:5 8 :

A

M

B id d l e

A ve nu e

Fo rt

L e av en w or th

, K S

6 6

/1

9/

W

2D Q

-1 4-

R -4

W

2D Q

-1 4-

C -4

Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

D-101

KA

N

SA

S

C

IT

Y D

IS

TR

IC

T

Va zq ue z

C om m er ci al

C on tra ct in g, L

LC

V in e St re et

, S ui te E

Ka ns as C ity , M

O

C he ck er

FI

R

ST

F

LO

O

R D

EM

O

P

LA

N

BU

IL

D

IN

G

R

E N O

V A

TI

O N

D -1

1/8" = 1'-0"D-101

A1 FIRST FLOOR DEMO PLAN

KEYNOTES - PLAN DEMO

Tag Text

1 REMOVE STAIRS AND HAND RAILS.

PATCH/REPAIR EXISTING ADJACENT

CONSTRUCTION TO LIKE-NEW CONDITION IN

ORDER TO RECEIVE NEW WORK.

2 REMOVE EXISTING DOOR, FRAME, AND

HARDWARE.

3 REMOVE EXISTING GYPSUM BOARD PARTITION.

PATCH/REPAIR EXISTING ADJACENT WALLS TO

LIKE-NEW CONDITION IN ORDER TO RECEIVE

NEW WORK.

4 REMOVE EXISTING WINDOW AND FRAME.

5 PARTIALLY DEMO EXISTING PARTITION FOR

NEW DOOR OPENING. REFER TO DOOR

SCHEDULE.

6 REMOVE EXISTING ELEVATED FLOOR.

SALVAGE EXISTING CARPET TILE FOR REUSE.

PREP FLOOR TO RECEIVE NEW FLOOR FINISH

PER FINISH LEGEND AND SCHEDULE.

ELEVATED FLOOR CONSISTS OF CONCRETE

SLAB ON STEEL FLUTED DECK SUPPORTED BY

COLD-FORMED STEEL CHANNEL JOISTS

SUPPORTED BY BRACED STEEL STUD FRAMES

ANCHORED TO FIRST FLOOR SLAB.

7 REMOVE EXISTING ELEVATOR AND ALL

ASSOCIATED COMPONENTS. INFILL CONCRETE

FLOOR SLAB PER STRUCTURAL DRAWINGS.

8 REMOVE EXISTING CARPET FLOORING.

SALVAGE EXISTING CARPET TILE FOR REUSE.

PREP FLOOR TO RECEIVE NEW FINISH PER

LEGEND AND SCHEDULE.

9 REMOVE ALL EXISTING ELEVATOR EQUIPMENT

IN ROOM.

10 PARTIALLY REMOVE SLAB FOR NEW ELEVATOR

SHAFT. EXCAVATE FOR NEW ELEVATOR PIT

AND FOOTINGS. REFER TO STRUCTURAL

DWGS.

11 REMOVE EXISTING FLOOR FINISH. PREP

FLOOR TO RECEIVE NEW FINISH PER FINISH

LEGEND AND SCHEDULE.

12 REMOVE EXISTING ACCESS TRENCH COVER.

13 REMOVE EXISTING SUSPENDED PANEL CEILING

SYSTEM IN ELEVATOR LOBBY. RETAIN GYPSUM

BOARD SOFFIT OVER FOOT OF STAIRS AT

BASEMENT LEVEL.

14 REMOVE EXISTING GYP. BD. CEILING.

15 REFER TO MECH/PLUMBING/FP DRAWINGS FOR

WORK IN THESE AREAS.

17 REMOVE EXISTING OVERHEAD BULKHEAD.

18 SALVAGE EXISTING CARPET TILE FOR REUSE.

19 REMOVE STEEL PLATE AND ANGLE FROM IN

FRONT OF WINDOW.

20 REMOVE STEEL PLATE GRAVEL RETAINER.

21 REMOVE EXISTING ASPHALT FOR EXCAVATION

OF NEW PERFORATED DRAIN. SEE A-100.

22 EXCAVATE FOR INSTALLATION OF NEW

PERFORATED DRAIN. SEE A-100.

23 NOTE: TESTING PERFORMED ON THIS BUILDING

HAS INDICATED THE PRESENCE OF

NON-FRIABLE ASBESTOS-CONTAINING

MATERIAL (TILE MASTIC) IN ROOMS 112 AND

113. DO NOT DISTURB FLOOR MATERIALS

WITHIN THESE SPACES. THE REPORT,

PREPARED BY BURNS & MCDONNELL

ENGINEERING COMPANY, DATED JANUARY,

2013, IS AVAILABLE FROM THE GOVERNMENT.

04 8 16268

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

N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

GENERAL NOTE

TESTING PERFORMED ON THIS BUILDING HAS INDICATED

THE PRESENCE OF LEAD-BASED PAINT IN

CONCENTRATIONS EQUAL TO OR EXCEEDING 1 mg/cm^2.

THE REPORT, WHICH IS AVAILABLE FROM THE

GOVERNMENT, INDICATES THAT SUCH

CONCENTRATIONS OCCUR PRIMARILY AT SOME

EXTERIOR WINDOWS AND AT PAINTED STRUCTURAL

STEEL ANGLES SUPPORTING OVERHEAD CLAY TILE IN

ROOMS 005 AND 006. THE REPORT ALSO INDICATES THE

PRESENCE OF LEAD-BASED PAINT IN CONCENTRATIONS

LESS THAN 1 mg/cm^2, BUT NOTES THAT THIS MATERIAL

COULD BE TURNED INTO LEAD DUST IF THE PAINT IS

TURNED INTO DUST BY ABRASION, SCRAPING OR

SANDING. WHERE SURFACES CONTAINING LEAD-BASED

ARE DISTURBED, FOLLOW ALL PROCEDURES FOR

HANDLING AND CONTAINMENT OF SPECIFICATION

SECTION 02 83 13. 00 20 "LEAD IN CONSTRUCTION." THE

REPORT WAS PREPARED BY BURNS & MCDONNELL AND

IS DATED JANUARY, 2013.

Meeting Room

Open Office

Room

202Room

Toilet

Women

Men

Office

Office

Office

Hall

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

0% S

U

BM

IT

TA

L

.1 9.

IN

TE

R

IM

S

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BM

IT

TA

L

.0 6.

/8

'-0

/1

8 /

:5 8 :

A

M

B id d l e

A ve nu e

Fo rt

L e av en w or th

, K S

6 6

/1

9/

W

2D Q

-1 4-

R -4

W

2D Q

-1 4-

C -4

Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

D-102

KA

N

SA

S

C

IT

Y D

IS

TR

IC

T

Va zq ue z

C om m er ci al

C on tra ct in g, L

LC

V in e St re et

, S ui te E

Ka ns as C ity , M

O

C he ck er

SE

C

O N

D F

LO

O

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O

P L A

N

BU

IL

D

IN

G

R

E N O

V A

TI

O N

D -1

1/8" = 1'-0"D-102

A1 SECOND FLOOR DEMO PLAN

KEYNOTES - PLAN DEMO

Tag Text

1 REMOVE STAIRS AND HAND RAILS.

PATCH/REPAIR EXISTING ADJACENT

CONSTRUCTION TO LIKE-NEW CONDITION IN

ORDER TO RECEIVE NEW WORK.

2 REMOVE EXISTING DOOR, FRAME, AND

HARDWARE.

3 REMOVE EXISTING GYPSUM BOARD PARTITION.

PATCH/REPAIR EXISTING ADJACENT WALLS TO

LIKE-NEW CONDITION IN ORDER TO RECEIVE

NEW WORK.

4 REMOVE EXISTING WINDOW AND FRAME.

5 PARTIALLY DEMO EXISTING PARTITION FOR

NEW DOOR OPENING. REFER TO DOOR

SCHEDULE.

6 REMOVE EXISTING ELEVATED FLOOR.

SALVAGE EXISTING CARPET TILE FOR REUSE.

PREP FLOOR TO RECEIVE NEW FLOOR FINISH

PER FINISH LEGEND AND SCHEDULE.

ELEVATED FLOOR CONSISTS OF CONCRETE

SLAB ON STEEL FLUTED DECK SUPPORTED BY

COLD-FORMED STEEL CHANNEL JOISTS

SUPPORTED BY BRACED STEEL STUD FRAMES

ANCHORED TO FIRST FLOOR SLAB.

7 REMOVE EXISTING ELEVATOR AND ALL

ASSOCIATED COMPONENTS. INFILL CONCRETE

FLOOR SLAB PER STRUCTURAL DRAWINGS.

8 REMOVE EXISTING CARPET FLOORING.

SALVAGE EXISTING CARPET TILE FOR REUSE.

PREP FLOOR TO RECEIVE NEW FINISH PER

LEGEND AND SCHEDULE.

9 REMOVE ALL EXISTING ELEVATOR EQUIPMENT

IN ROOM.

10 PARTIALLY REMOVE SLAB FOR NEW ELEVATOR

SHAFT. EXCAVATE FOR NEW ELEVATOR PIT

AND FOOTINGS. REFER TO STRUCTURAL

DWGS.

11 REMOVE EXISTING FLOOR FINISH. PREP

FLOOR TO RECEIVE NEW FINISH PER FINISH

LEGEND AND SCHEDULE.

12 REMOVE EXISTING ACCESS TRENCH COVER.

13 REMOVE EXISTING SUSPENDED PANEL CEILING

SYSTEM IN ELEVATOR LOBBY. RETAIN GYPSUM

BOARD SOFFIT OVER FOOT OF STAIRS AT

BASEMENT LEVEL.

14 REMOVE EXISTING GYP. BD. CEILING.

15 REFER TO MECH/PLUMBING/FP DRAWINGS FOR

WORK IN THESE AREAS.

17 REMOVE EXISTING OVERHEAD BULKHEAD.

18 SALVAGE EXISTING CARPET TILE FOR REUSE.

19 REMOVE STEEL PLATE AND ANGLE FROM IN

FRONT OF WINDOW.

20 REMOVE STEEL PLATE GRAVEL RETAINER.

21 REMOVE EXISTING ASPHALT FOR EXCAVATION

OF NEW PERFORATED DRAIN. SEE A-100.

22 EXCAVATE FOR INSTALLATION OF NEW

PERFORATED DRAIN. SEE A-100.

23 NOTE: TESTING PERFORMED ON THIS BUILDING

HAS INDICATED THE PRESENCE OF

NON-FRIABLE ASBESTOS-CONTAINING

MATERIAL (TILE MASTIC) IN ROOMS 112 AND

113. DO NOT DISTURB FLOOR MATERIALS

WITHIN THESE SPACES. THE REPORT,

PREPARED BY BURNS & MCDONNELL

ENGINEERING COMPANY, DATED JANUARY,

2013, IS AVAILABLE FROM THE GOVERNMENT.

04 8 16268

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

N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

GENERAL NOTE

TESTING PERFORMED ON THIS BUILDING HAS INDICATED

THE PRESENCE OF LEAD-BASED PAINT IN

CONCENTRATIONS EQUAL TO OR EXCEEDING 1 mg/cm^2.

THE REPORT, WHICH IS AVAILABLE FROM THE

GOVERNMENT, INDICATES THAT SUCH

CONCENTRATIONS OCCUR PRIMARILY AT SOME

EXTERIOR WINDOWS AND AT PAINTED STRUCTURAL

STEEL ANGLES SUPPORTING OVERHEAD CLAY TILE IN

ROOMS 005 AND 006. THE REPORT ALSO INDICATES THE

PRESENCE OF LEAD-BASED PAINT IN CONCENTRATIONS

LESS THAN 1 mg/cm^2, BUT NOTES THAT THIS MATERIAL

COULD BE TURNED INTO LEAD DUST IF THE PAINT IS

TURNED INTO DUST BY ABRASION, SCRAPING OR

SANDING. WHERE SURFACES CONTAINING LEAD-BASED

ARE DISTURBED, FOLLOW ALL PROCEDURES FOR

HANDLING AND CONTAINMENT OF SPECIFICATION

SECTION 02 83 13. 00 20 "LEAD IN CONSTRUCTION." THE

REPORT WAS PREPARED BY BURNS & MCDONNELL AND

IS DATED JANUARY, 2013.

LKJHGF

E

DCBA M

Planning Room

Storage

Telecom

Storage

Electric

Lobby

Storage

Mechanical

Mechanical

Hall

Hall

Storage

Computer Maintenance

Storage

Stair1

1.4A 1.4A 1.4A 1.4A

ELEVATOR

A-100 C5

A-100 A5

A-400 A4

4.2AT TYP.

UNO

4.2A

4.1A

4.1A

2 A-100 D5

4.2A 4.2A

4.2A4.2A

APPROXIMATE

LOCATION OF

DRAIN PIPE

DISCHARGE

APPROXIMATE

LOCATION OF

DRAIN PIPE

DISCHARGE

1/ 8"

P

ER

F O

O T

M

IN

1/8" PER FOOT MIN.

TYP.

15 15 15 15

16 16

EQ

EQ

TYP.

1/ 8"

P

ER

F O

O T

M

IN

A-100A3

TYP.

F

CAULK PERIMETER

OF NEW GYP. BD. INFILL,

BOTH SIDES

3-5/8" MTL. STUDS

@ 16" OC MAX

5/8" GYP. BD.,

BOTH SIDES,

PAINTED (P-1)

CENTER NEW

PARTITION IN

OPENING

A

4.2A 1.4A 4.2A1.4A

CAULK JOINT

4.2AT

EXISTING

TUNNEL

NEW CONCRETE INFILL

RE: STRUCT. DWGS.

NEW CMU INFILL,

PAINT TO MATCH WALL

RE: STRUCT. DWGS.

EXISTING EXTERIOR

STONE WALL

CJ CJ

EXISTING WINDOW. PAINT FRAMING P-1.

ALIGN NEW

FURRING WITH

EXISTING FRAME

UNDERSIDE OF SLAB

NEW GYP. BD.

FURRING,

PAINT (P-1)

NEW RESILIENT BASE

(RB-1)

NEW 3/4" THICK BIRCH SILL

TO CAP FURRED WALL AT WINDOW,

EASED EDGE, OVERHANG 1/2"

PAINT (P-1)

CAULK GYP. BD.

JOINT AROUND

ENTIRE WINDOW

EXISTING SILL. PAINT P-1.

A-100 A2

WOOD SILL BELOW

SCRIBE GYPSUM BOARD

AROUND PROFILE OF EXISTING

WINDOW SILL

CAULK

CAULK WINDOW FRAME TO

STONE BEFORE INSTALLATION

OF GYPSUM BOARD

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

0% S

U

BM

IT

TA

L

.1 9.

IN

TE

R

IM

S

U

BM

IT

TA

L

.0 6.

A s in di ca te d

/1

8 /

:5 8 :

A

M

B id d l e

A ve nu e

Fo rt

L e av en w or th

, K S

6 6

/1

9/

W

2D Q

-1 4-

R -4

W

2D Q

-1 4-

C -4

Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

A-100

KA

N

SA

S

C

IT

Y D

IS

TR

IC

T

Va zq ue z

C om m er ci al

C on tra ct in g, L

LC

V in e St re et

, S ui te E

Ka ns as C ity , M

O

C he ck er

BA

SE

M

EN

T

FL

O O

R P

LA

N

BU

IL

D

IN

G

R

E N O

V A

TI

O N

A- 1 0

0-

1/8" = 1'-0"A-100

A1 BASEMENT FLOOR PLAN

04 8 16268

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

N

KEYNOTES - PLAN NEW CONSTRUCTION

Tag Text

1 INSTALL NEW CARPET TILE FLOORING (CPT-1)

AND RESILIENT WALL BASE (RB-1)

THROUGHOUT ROOM.

2 INSTALL NEW VINYL COMPOSITION TILE

(VCT-1) THROUGHOUT ROOM.

3 INFILL OPENING WITH 3-5/8" MTL. STUDS AND

5/8" GYP. BD. BOTH SIDES. INFILL SHALL

MATCH SURROUNDING CONSTRUCTION WITH

FLUSH SURFACES. PAINT WALL.

4 PATCH AREAS WITHOUT FLOOR COVERING

WITH SALVAGED CARPET TILE FROM

DEMOLITION.

5 EXISTING BRICK ARCHED OPENING TO

REMAIN. ADD NEW WALL PER PLAN TO INFILL

OPENING. CAULK AROUND OPENING WHERE

BRICK/GYP. BD. MEET.

6 INFILL EXISTING PIT NORTH OF NEW

ELEVATOR SHAFT WALLS. REFER TO

STRUCTURAL DWGS.

7 INFILL EXISTING OPENING WITH 8" CMU.

REFER TO STRUCTURAL DRAWINGS.

8 SEAL WALL OPENING AROUND DUCT WORK

WITH METAL FLASHING.

9 GROUT SOLID EXISTING OPENINGS IN

MASONRY.

10 INSTALL SALVAGED CARPET TILE FROM

DEMOLITION THROUGHOUT ENTIRE ROOM.

11 NOT USED.

12 SEAL HOLES IN STONE FOUNDATION WALL

(GROUT SOLID)

13 NEW PERFORATED DRAIN PIPE EMBEDDED IN

GRAVEL DRAINAGE COURSE, SLOPED 1/8"

PER FOOT MIN. TO POINT OF DISCHARGE

BASED ON FIELD-VERIFIED DISCHARGE

ELEVATIONS

14 6" EXTERIOR AREA DRAIN TIED INTO DRAIN

PIPE DESCRIBED IN NO. 13.

15 TIE DOWNSPOUT DISCHARGE INTO DRAIN

PIPE DESCRIBED IN NO. 13.

16 CAULK PERIMETER OF WINDOW FRAME TO

STONE FOUNDATION WALLS, INTERIOR AND

EXTERIOR SIDES OF FRAME. EXISTING

PLYWOOD COVERINGS TO REMAIN IN PLACE

AT COMPLETION OF WORK WHERE THEY

EXIST AT EAST WALL OF PLANNING ROOM

003.

17 PROVIDE 18"X18" ACCESS PANEL IN WALL TO

PROVIDE ACCESS TO GAS PIPE FITTING.

GENERAL NOTES

1. UNLESS NOTED OTHERWISE, CLEAN ALL BASEMENT

CONCRETE FLOORING AND SEAL WITH URETHANE

FLOOR ENAMEL (P-10). REFER TO FINISH LEGEND,

SCHEDULE AND SPECIFICATIONS.

2. UNLESS NOTED OTHERWISE, PATCH, SEAL, AND

PAINT ALL BASEMENT WALLS (P-1). REFER TO FINISH

LEGEND, SCHEDULE AND SPECIFICATIONS.

3. ULESS NOTED OTHERWISE, CLEAN AND PAINT ALL

OVERHEAD STRUCTURAL SURFACES AND PIPING (P-1).

RE: CEILING PLANS.

4. NEW DOORS INDICATED WITH NO DIMENSIONS ARE

TYPICALLY LOCATED 6" FROM ADJACENT

PERPENDICULAR WALL TO THE HINGE.

5. CLEAN AND REPAIR ALL GUTTERS AND

DOWNSPOUTS INCLUDING SCUPPERS AND CONDUCTOR

HEADS.

1/2" = 1'-0"A-100

C5 STOR. OPENING INFILL

1/2" = 1'-0"A-100

A5 PLANNING ROOM DOOR INFILL

3/4" = 1'-0"A-100

D5 CMU INFILL

1/2" = 1'-0"A-100

A3 WINDOW DTL.

1 1/2" = 1'-0"A-100

A2 JAMB DTL.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

Office

Hall

Office

Office

Office

Hall

Office

Conference

Men

Women

Jan

Telecom

Elect.

Mechanical

Lobby

Open Office

Room

Room

Office

Office

Stair

Stair

Storage

ELEVATOR

A-400 B4

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

0% S

U

BM

IT

TA

L

.1 9.

IN

TE

R

IM

S

U

BM

IT

TA

L

.0 6.

/8

'-0

/1

8 /

:5 8 :

A

M

B id d l e

A ve nu e

Fo rt

L e av en w or th

, K S

6 6

/1

9/

W

2D Q

-1 4-

R -4

W

2D Q

-1 4-

C -4

Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r fil en am e

A-101

KA

N

SA

S

C

IT

Y D

IS

TR

IC

T

Va zq ue z

C om m er ci al

C on tra ct in g, L

LC

V in e St re et

, S ui te E

Ka ns as C ity , M

O

C he ck er

FI

R

ST

F

LO

O

R P

L A N

BU

IL

D

IN

G

R

E N O

V A

TI

O N

A A -

1-

X

XX

1/8" = 1'-0"A-101

A1 FIRST FLOOR PLAN

KEYNOTES - PLAN NEW CONSTRUCTION

Tag Text

1 INSTALL NEW CARPET TILE FLOORING (CPT-1)

AND RESILIENT WALL BASE (RB-1)

THROUGHOUT ROOM.

2 INSTALL NEW VINYL COMPOSITION TILE

(VCT-1) THROUGHOUT ROOM.

3 INFILL OPENING WITH 3-5/8" MTL. STUDS AND

5/8" GYP. BD. BOTH SIDES. INFILL SHALL

MATCH SURROUNDING CONSTRUCTION WITH

FLUSH SURFACES. PAINT WALL.

4 PATCH AREAS WITHOUT FLOOR COVERING

WITH SALVAGED CARPET TILE FROM

DEMOLITION.

5 EXISTING BRICK ARCHED OPENING TO

REMAIN. ADD NEW WALL PER PLAN TO INFILL

OPENING. CAULK AROUND OPENING WHERE

BRICK/GYP. BD. MEET.

6 INFILL EXISTING PIT NORTH OF NEW

ELEVATOR SHAFT WALLS. REFER TO

STRUCTURAL DWGS.

7 INFILL EXISTING OPENING WITH 8" CMU.

REFER TO STRUCTURAL DRAWINGS.

8 SEAL WALL OPENING AROUND DUCT WORK

WITH METAL FLASHING.

9 GROUT SOLID EXISTING OPENINGS IN

MASONRY.

10 INSTALL SALVAGED CARPET TILE FROM

DEMOLITION THROUGHOUT ENTIRE ROOM.

11 NOT USED.

12 SEAL HOLES IN STONE FOUNDATION WALL

(GROUT SOLID)

13 NEW PERFORATED DRAIN PIPE EMBEDDED IN

GRAVEL DRAINAGE COURSE, SLOPED 1/8"

PER FOOT MIN. TO POINT OF DISCHARGE

BASED ON FIELD-VERIFIED DISCHARGE

ELEVATIONS

14 6" EXTERIOR AREA DRAIN TIED INTO DRAIN

PIPE DESCRIBED IN NO. 13.

15 TIE DOWNSPOUT DISCHARGE INTO DRAIN

PIPE DESCRIBED IN NO. 13.

16 CAULK PERIMETER OF WINDOW FRAME TO

STONE FOUNDATION WALLS, INTERIOR AND

EXTERIOR SIDES OF FRAME. EXISTING

PLYWOOD COVERINGS TO REMAIN IN PLACE

AT COMPLETION OF WORK WHERE THEY

EXIST AT EAST WALL OF PLANNING ROOM

003.

17 PROVIDE 18"X18" ACCESS PANEL IN WALL TO

PROVIDE ACCESS TO GAS PIPE FITTING.

04 8 16268

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

N

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

Meeting Room

Open Office

Open Office

202Telecom

Toilet

Women

Men

Office

Office

Office

Stair

ELEVATOR

A-400 C4

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

0% S

U

BM

IT

TA

L

.1 9.

IN

TE

R

IM

S

U

BM

IT

TA

L

.0 6.

/8

'-0

/1

8 /

:5 8 :

A

M

B id d l e

A ve nu e

Fo rt

L e av en w or th

, K S

6 6

/1

9/

W

2D Q

-1 4-

R -4

W

2D Q

-1 4-

C -4

Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

A-102

KA

N

SA

S

C

IT

Y D

IS

TR

IC

T

Va zq ue z

C om m er ci al

C on tra ct in g, L

LC

V in e St re et

, S ui te E

Ka ns as C ity , M

O

C he ck er

SE

C

O N

D F

LO

O

R P

LA

N

BU

IL

D

IN

G

R

E N O

V A

TI

O N

A A -

2-

1/8" = 1'-0"A-102

A1 SECOND FLOOR PLAN

04 8 16268

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

N

KEYNOTES - PLAN NEW CONSTRUCTION

Tag Text

1 INSTALL NEW CARPET TILE FLOORING (CPT-1)

AND RESILIENT WALL BASE (RB-1)

THROUGHOUT ROOM.

2 INSTALL NEW VINYL COMPOSITION TILE

(VCT-1) THROUGHOUT ROOM.

3 INFILL OPENING WITH 3-5/8" MTL. STUDS AND

5/8" GYP. BD. BOTH SIDES. INFILL SHALL

MATCH SURROUNDING CONSTRUCTION WITH

FLUSH SURFACES. PAINT WALL.

4 PATCH AREAS WITHOUT FLOOR COVERING

WITH SALVAGED CARPET TILE FROM

DEMOLITION.

5 EXISTING BRICK ARCHED OPENING TO

REMAIN. ADD NEW WALL PER PLAN TO INFILL

OPENING. CAULK AROUND OPENING WHERE

BRICK/GYP. BD. MEET.

6 INFILL EXISTING PIT NORTH OF NEW

ELEVATOR SHAFT WALLS. REFER TO

STRUCTURAL DWGS.

7 INFILL EXISTING OPENING WITH 8" CMU.

REFER TO STRUCTURAL DRAWINGS.

8 SEAL WALL OPENING AROUND DUCT WORK

WITH METAL FLASHING.

9 GROUT SOLID EXISTING OPENINGS IN

MASONRY.

10 INSTALL SALVAGED CARPET TILE FROM

DEMOLITION THROUGHOUT ENTIRE ROOM.

11 NOT USED.

12 SEAL HOLES IN STONE FOUNDATION WALL

(GROUT SOLID)

13 NEW PERFORATED DRAIN PIPE EMBEDDED IN

GRAVEL DRAINAGE COURSE, SLOPED 1/8"

PER FOOT MIN. TO POINT OF DISCHARGE

BASED ON FIELD-VERIFIED DISCHARGE

ELEVATIONS

14 6" EXTERIOR AREA DRAIN TIED INTO DRAIN

PIPE DESCRIBED IN NO. 13.

15 TIE DOWNSPOUT DISCHARGE INTO DRAIN

PIPE DESCRIBED IN NO. 13.

16 CAULK PERIMETER OF WINDOW FRAME TO

STONE FOUNDATION WALLS, INTERIOR AND

EXTERIOR SIDES OF FRAME. EXISTING

PLYWOOD COVERINGS TO REMAIN IN PLACE

AT COMPLETION OF WORK WHERE THEY

EXIST AT EAST WALL OF PLANNING ROOM

003.

17 PROVIDE 18"X18" ACCESS PANEL IN WALL TO

PROVIDE ACCESS TO GAS PIPE FITTING.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

115'-0"

100'-0"

CONCRETE FOUNDATION

AND FOOTINGS

RE: STRUCT. DWGS.

SUMP PIT

RE: STRUCT. DWGS.

90'-8"

BASEMENT

1ST FLOOR

2ND FLOOR

ROOF

ELEV. UNKNOWN

2"

HOIST BEAM

RE: STRUCT.

DWGS.

NOTE: ELEVATOR

MANUFACTURER WILL

PROVIDE RAIL BRACKET

INSERTS FOR

INSTALLATION BY MASON.

A-400 A5

TYP.

A-400 B5

KJ

115'-0"

100'-0"

CONCRETE FOUNDATION

AND FOOTINGS

RE: STRUCT. DWGS.

90'-8"

BASEMENT

1ST FLOOR

2ND FLOOR

ROOF

ELEV. UNKNOWN

HOIST BEAM

RE: STRUCT.

DWGS.

NOTE: ELEVATOR

MANUFACTURER WILL

PROVIDE RAIL BRACKET

INSERTS FOR

INSTALLATION BY MASON.

PIT LADDER,

LOCATE PER ELEV. MFR.

RECOMMENDATIONS

DOOR

OPENING

DOOR

OPENING

DOOR

OPENING

KJ

8'-6" 9" F.V. WIDTH OF BEAM

4.1A 4.1A

9.1A

9.1A

9.1A

9.1A

4.1A

A3 A-400

A1 A-400

7 5/8"

1' -6

3'-7" 1'-6"

SUMP PIT,

RE: STRUCT.

DWGS.

6' -1

1" 4'

-6

20"W X 36"H

ACCESS PANEL,

6" ABOVE FLOOR

TO BOTTOM OF

PANEL

PAINT CMU

SURFACE

(P-1)

KJ

A3 A-400

A1 A-400

9.1A

9.1A

9.1A 9.1A

4.1A

4.1A4.1A

4.1A 4.1A

24"W X 36"H

ACCESS PANEL,

6" ABOVE FLOOR

TO BOTTOM OF

PANEL

KJ

A3 A-400

A1 A-400

9.1A

9.1A

9.1A 9.1A

4.1A 4.1A

4.1A

4.1A 4.1A

24"W X 36"H

ACCESS PANEL,

6" ABOVE FLOOR

TO BOTTOM OF

PANEL

PAINT CMU

SURFACE

(P-1)

3/4" MAX.

SEALANT & BACKER ROD, TYP.

CONCRETE FLOOR SLAB

CMU ELEVATOR SHAFT WALL

STEEL RETAINER ANGLES,

BOTH SIDES, RE: STRUCT.

DWGS.

CONCRETE ROOF SLAB

CMU ELEVATOR

SHAFT WALL

COMPRESSABLE

SEALANT

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

0% S

U

BM

IT

TA

L

.1 9.

IN

TE

R

IM

S

U

BM

IT

TA

L

.0 6.

A s in di ca te d

/1

8 /

:5 8 :

A

M

B id d l e

A ve nu e

Fo rt

L e av en w or th

, K S

6 6

/1

9/

W

2D Q

-1 4-

R -4

W

2D Q

-1 4-

C -4

Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

A-400

KA

N

SA

S

C

IT

Y D

IS

TR

IC

T

Va zq ue z

C om m er ci al

C on tra ct in g, L

LC

V in e St re et

, S ui te E

Ka ns as C ity , M

O

C he ck er

EL

E V

AT

O

R D

ET

A I

LS

BU

IL

D

IN

G

R

E N O

V A

TI

O N

A A -

0-

3/8" = 1'-0"A-400

A1 ELEVATOR SECTION E/W

3/8" = 1'-0"A-400

A3 ELEVATOR SECTION N/S

1/4" = 1'-0"A-400

A4 ENLARGED ELEVATOR - BASEMENT

1/4" = 1'-0"A-400

B4 ENLARGED ELEVATOR - 1ST FLOOR

1/4" = 1'-0"A-400

C4 ENLARGED ELEVATOR - 2ND FLOOR

GENERAL NOTES

1. ELEVATOR CAB FLOOR FINISH SHALL BE VCT-1. REFER

TO FINISH LEGEND, SCHEDULE, AND SPECIFICATIONS.

2. ELEVATOR WALL PANEL LAMINATE SHALL BE

SCHINDLER TORONTO GREY.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

1 1/2" = 1'-0"A-400

A5 SHAFT WALL DTL

1 1/2" = 1'-0"A-400

B5 HEAD OF SHAFT WALL DTL.

LKJHGFE

DCBA

M

A.F.F.7'-0"

EQ 16 PANELS EQ

A.F.F.7'-8"

A.F.F.6'-8"

2' -0

" EQ

EQ

F.

V.

Planning Room

Storage

Telecom

Storage

Electric

Lobby

Storage

Mechanical

Mechanical

Hall

Hall

Storage

Computer Maintenance

Storage

Stair

ELEVATOR

1'-0" EQ 8 PANELS EQ

1' -0

EQ

PA

N

EL

S

EQ

A.F.F.7'-8"

A2 A-500

4"

UNDERSIDE OF CONCRETE DECK

ABOVE, PAINT P-1

GYPSUM BOARD OVER METAL STUD

FURRING, RE: WALL TYPES

FINISH FACE OF PILASTER

WRAP BEYOND

CLG. HEIGHT

7'-8" A.F.F.

GYPSUM BOARD OVER

METAL STUD SOFFIT

FRAMING

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

C O

N

TR

AC

T

N O

S O

LI

C

IT

AT

IO

N

N O

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

FI

LE

N U

M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

0% S

U

BM

IT

TA

L

.1 9.

IN

TE

R

IM

S

U

BM

IT

TA

L

.0 6.

A s in di ca te d

/1

8 /

:5 8 :

A

M

B id d l e

A ve nu e

Fo rt

L e av en w or th

, K S

6 6

/1

9/

W

2D Q

-1 4-

R -4

W

2D Q

-1 4-

C -4

Kansas City District

D es ig ne r

A ut ho r

A pp ro ve r

A-500

KA

N

SA

S

C

IT

Y D

IS

TR

IC

T

Va zq ue z

C om m er ci al

C on tra ct in g, L

LC

V in e St re et

, S ui te E

Ka ns as C ity , M

O

C he ck er

BA

SE

M

EN

T R

E F

LE

C

TE

D C

EI

LI

N G

P L

AN

BU

IL

D

IN

G

R

E N O

V A

TI

O N

A A -

0-

1/8" = 1'-0"A-500

A1 BASEMENT RCP

04 8 16268

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

N

KEYNOTES - RCP

Tag Text

1 THE CEILING HEIGHT INDICATED IS AN

APPROXIMATION BASED ON EXISTING

CONSTRAINTS. CONTRACTOR SHALL FIELD

VERIFY EXISTING CONDITIONS AND SET CEILING

HEIGHT AS HIGH AS POSSIBLE TO CONCEAL DUCT

WORK AND STRUCTURAL BEAMS.

2 VERTICAL FACE OF SUSPENDED CEILING. ALIGN

GRID WITH VERTICAL FACE.

3 TURN GRID UP VERTICALLY TO THE UNDERSIDE

OF STRUCTURAL SLAB. LOCATE VERTICAL FACE

AS CLOSE TO DUCT WORK AS POSSIBLE.

4 EXISTING 2'X4' SUSPENDED CEILING TO REMAIN.

5 EXTEND EXISTING 2'X4' SUSPENDED CEILING.

NEW GRID AND PANELS SHALL MATCH EXISTING

CEILING SYSTEM.

6 PAINT EXPOSED STRUCTURE (P-1)

7 INFORMATION: NOT A WINDOW. EXISTING DUCTS

PASS THRU FORMER WINDOW OPENING INTO

BUILDING ANNEX ON OTHER SIDE OF WALL.

GENERAL NOTES

1. UNLESS NOTED OTHERWISE, CLEAN AND PAINT ALL

OVERHEAD STRUCTURAL SURFACES AND PIPING (P-1).

1 1/2" = 1'-0"A-500

A2 WINDOW HEAD/CEILING DTL.

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CEILING

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CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

Office

Hall

Office

Office

Office

Hall

Office

Conference

Men

Women

Jan

Telecom

Elect.

Mechanical

114 Lobby

Open Office

Room

Room

Office

Office

Stair

Stair

Storage

ELEVATOR

SHEET

IDENTIFICATION

1 2 3 4 5

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Kansas City District

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A-501

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1-

1/8" = 1'-0"A-501

A1 FIRST FLOOR RCP

04 8 16268

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

N

KEYNOTES - RCP

Tag Text

1 THE CEILING HEIGHT INDICATED IS AN

APPROXIMATION BASED ON EXISTING

CONSTRAINTS. CONTRACTOR SHALL FIELD

VERIFY EXISTING CONDITIONS AND SET CEILING

HEIGHT AS HIGH AS POSSIBLE TO CONCEAL DUCT

WORK AND STRUCTURAL BEAMS.

2 VERTICAL FACE OF SUSPENDED CEILING. ALIGN

GRID WITH VERTICAL FACE.

3 TURN GRID UP VERTICALLY TO THE UNDERSIDE

OF STRUCTURAL SLAB. LOCATE VERTICAL FACE

AS CLOSE TO DUCT WORK AS POSSIBLE.

4 EXISTING 2'X4' SUSPENDED CEILING TO REMAIN.

5 EXTEND EXISTING 2'X4' SUSPENDED CEILING.

NEW GRID AND PANELS SHALL MATCH EXISTING

CEILING SYSTEM.

6 PAINT EXPOSED STRUCTURE (P-1)

7 INFORMATION: NOT A WINDOW. EXISTING DUCTS

PASS THRU FORMER WINDOW OPENING INTO

BUILDING ANNEX ON OTHER SIDE OF WALL.

M

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CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

CEILING

ETR

Meeting Room

Open Office

Open Office

Telecom

Toilet

Women

Men

Office

Office

Office

Stair

ELEVATOR

SHEET

IDENTIFICATION

1 2 3 4 5

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Kansas City District

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2-

1/8" = 1'-0"A-502

A1 SECOND FLOOR RCP

04 8 16268

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

N

KEYNOTES - RCP

Tag Text

1 THE CEILING HEIGHT INDICATED IS AN

APPROXIMATION BASED ON EXISTING

CONSTRAINTS. CONTRACTOR SHALL FIELD

VERIFY EXISTING CONDITIONS AND SET CEILING

HEIGHT AS HIGH AS POSSIBLE TO CONCEAL DUCT

WORK AND STRUCTURAL BEAMS.

2 VERTICAL FACE OF SUSPENDED CEILING. ALIGN

GRID WITH VERTICAL FACE.

3 TURN GRID UP VERTICALLY TO THE UNDERSIDE

OF STRUCTURAL SLAB. LOCATE VERTICAL FACE

AS CLOSE TO DUCT WORK AS POSSIBLE.

4 EXISTING 2'X4' SUSPENDED CEILING TO REMAIN.

5 EXTEND EXISTING 2'X4' SUSPENDED CEILING.

NEW GRID AND PANELS SHALL MATCH EXISTING

CEILING SYSTEM.

6 PAINT EXPOSED STRUCTURE (P-1)

7 INFORMATION: NOT A WINDOW. EXISTING DUCTS

PASS THRU FORMER WINDOW OPENING INTO

BUILDING ANNEX ON OTHER SIDE OF WALL.

M

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AWS - WOOD DOOR, SINGLE AMD - METAL DOOR, DOUBLE

PE

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PER SCHEDULE

PE

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PER SCHEDULE

A - HOLLOW MTL. FRAME

2" 2"

2"

WALL TYPE PER PLAN

5/8" GYPSUM

BOARD PER

WALL TYPE

HOLLOW METAL

DOOR FRAME

DOOR PER

SCHEDULE

PARTITION THK. + 1"

2"

WALL TYPE PER PLAN

5/8" GYPSUM BOARD

PER WALL TYPE

HOLLOW METAL

DOOR FRAME

DOOR PER

SCHEDULE

PA

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T H

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2"

HARDWARE SET NO. 1

3 HINGES

1 BORED LOCKSET (OFFICE FUNCTION)

1 WALL STOP

1 KICKPLATE

3 SILENCERS

HARDWARE SET NO. 2

3 HINGES

1 BORED LOCKSET (OFFICE FUNCTION)

1 FLOOR-MOUNT STOP

3 SILENCERS

HARDWARE SET NO. 3

6 HINGES

1 BORED LOCKSET (STOREROOM FUNCTION) (ACTIVE LEAF)

1 FLUSH BOLT SET (INACTIVE LEAF)

2 KICKPLATES

1 ASTRAGAL

6 SILENCERS

HARDWARE SET NO. 4

3 HINGES

1 BORED LOCKSET (OFFICE FUNCTION)

1 WALL STOP

3 SILENCERS

SHEET

IDENTIFICATION

1 2 3 4 5

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D es ig ne r

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A-600

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USACE DOOR SCHEDULE

Room No. Door No. Door Type

DOOR

Fire Rating

FRAME

Hardware

SIZE

Material Finish Under Cut Type Material Finish

DETAILS

Width Height Thickness Head Jamb

002 1 AWS 3'-0" 6'-8" 1 3/4" WOOD ST-1 N/A A HM P-1 A1/A-600 B1/A-600 1

002 2 AWS 4'-0" 6'-8" 1 3/4" WOOD ST-1 N/A A HM P-1 A1/A-600 B1/A-600 1

003 1 AWS 3'-0" 6'-8" 1 3/4" WOOD ST-1 N/A A HM P-1 A1/A-600 B1/A-600 2

009 1 AMD 3'-0" 7'-0" 1 3/4" METAL P-20 N/A A HM P-1 A1/A-600 B1/A-600 3

119 1 AWS 3'-0" 7'-0" 1 3/4" WOOD ST-1 N/A A HM P-1 A1/A-600 B1/A-600 4

USACE INTERIOR FINISH LEGEND

CODE MANUFACTURER ITEM NUMBER PRODUCT DESCRIPTION COLOR

1 FLOORING

CPT-1 Shaw Contract Sculpt Tile 5T007 24" x 24" carpet tile - Quick Ship product Carbon 83585 VCT-1 Armstrong Standard Excelon Imperial Texture 12" x 12" vinyl composition tile Selected by user

2 BASE

RB-1 Johnsonite Traditional Rubber Wall base 4" resilient base with standard toe Match existing base color RB-2 Johnsonite Traditional Rubber Wall base 4" resilient base with standard toe 20 Charcoal

3 PAINT

P-1 Sherwin Williams interior paint per specification per specifications SW6077 Everyday White P-2 Sherwin Williams interior paint per specification per specifications Match existing wall color P-10 Sherwin Williams Armorseal floor coating per specifications per specifications Haze Gray

4 CEILINGS

APC-1 Armstrong Dune 1774 panels with 15/16" Prelude suspension system 24" x 24" suspended panel ceiling and grid White

1/4" = 1'-0"A-600

D1 DOOR TYPES

1/4" = 1'-0"A-600

C1 FRAME TYPES

3" = 1'-0"A-600

A1 MTL. STUD- DOOR HEAD DETAIL

3" = 1'-0"A-600

B1 MTL. STUD- DOOR JAMB DETAIL

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