Attachment03-Drawings.pdf

ELECTRICAL SERVICE

ENCLOSURE

HVAC EQUIPMENT

ENCLOSURE

CONTRACTOR STORAGE AND

PARKING. MAXIMUM OF 14

PARKING STALL MAY BE USED.

DRIVE AISLE TO REMAIN OPEN

THROUGOUT CONSTRUCTION.

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

274253

80028

ARKANSAS POST NATIONAL MEMORIAL

1741 OLD POST ROAD

GILLETT, AR 72055C

U s e rs \a p u llm a n n

\D o c u m e n ts

\0

-R

M

E C

H a p u llm a n n

L T

M M

V .r v t

ARP

ARP

JEK

02/10/2023

07310.029

COVER SHEET

VISITOR CENTER HVAC UNIT REPLACEMENT

VISITOR CENTER HVAC UNIT REPLACEMENT

ARKANSAS POST NATIONAL MEMORIAL

1741 OLD POST ROAD

GILLETT, AR 72055

CONSTRUCTION DOCUMENTS

02/10/2023

07310029- 0- 0 COVER SHEET

GENERAL

0 COVER SHEET

1 BUILDING INFORMATION

MECHANICAL

M 00 MECHANICAL INFO SHEET

M 01 SHEET SPECIFICATIONS - MECHANICAL

M 02 SHEET SPECIFICATIONS - MECHANICAL

M 03 SHEET SPECIFICATIONS - MECHANICAL

M 04 SHEET SPECIFICATIONS - MECHANICAL

M001 DEMOLITION FLOOR PLAN - MECHANICAL

M101 FLOOR PLAN - MECHANICAL

M301 ENLARGED PLAN & SECTION - MECHANICAL

M401 DETAILS - MECHANICAL

M501 SCHEDULE - MECHANICAL

M600 CONTROL SPECIFICATIONS

M601 CONTROL SPECIFICATIONS

M602 CONTROL SEQUENCES

M603 CONTROL SEQUENCES

ELECTRICAL

E 00 ELECTRICAL INFO SHEET

E 01 ELECTRICAL SPECIFICATIONS

E 02 ELECTRICAL SPECIFICATIONS

E 03 ELECTRICAL SPECIFICATIONS

E001 FLOOR PLAN - DEMOLITION

E201 FLOOR PLAN - POWER & AUXILIARY SYSTEMS

E401 ELECTRICAL DETAILS

E501 POWER RISER DIAGRAM

E601 PANELBOARD & EQUIPMENT SCHEDULES

DRAWING INDEX

SCALE: 12" = 1'-0"

PROJECT LOCATION

SCALE: 12" = 1'-0"

CONTRACTOR PARKING AND STORAGE

ARCHITECTURAL

A 00 ARCHITECTURAL INFO SHEET

A 01 SHEET SPECIFICATIONS - ARCHITECTURAL

A 02 ARCHITECTURAL SPECS

A001 DEMOLITION

A101 FLOOR PLANS, ENLARGED PLANS

A201 EXTERIOR ELEVATION, WALL SECTION

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION :

STANDPIPE :

FIRE ALARM SYSTEM :

AUTO FIRE DETECTION :

SMOKE DETECTION :

A-3

TYPE II

2010 ADA

N/A

N/A

NFPA 72

N/A

NFPA 72

NFPA 101

2009 IECC

2021 IMC

2018 ARKANSAS PLUMBING CODE

2020 NEC

2012 IBC

DATE INITIAL

1 31 02/10/2023

THEATER

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

BREAKROOM

STOR.

WOMEN'S RR

MEN'S RR

MECH

JAN.

DISPLAY

ENTRY

EXHIBIT

EXHIBIT

EXHIBIT

MECHANICAL

ENCLOSURE

UTILITY PAD

ENCLOSURE

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

274253

80028

ARKANSAS POST NATIONAL MEMORIAL

1741 OLD POST ROAD

GILLETT, AR 72055C

U s e rs \a p u llm a n n

\D o c u m e n ts

\0

-R

M

E C

H a p u llm a n n

L T

M M

V .r v t

ARP

ARP

JEK

02/10/2023

07310.029

BUILDING INFORMATION

VISITOR CENTER HVAC UNIT REPLACEMENT

07310029- 0- 1 BUILDING INFORMATION

GENERAL BUILDING DESCRIPTION

AREA: 6,154 SQUARE FEET

STRUCTURE:

EXPOSED POURED CONCRETE COLUMN AND BEAMS

ARCHITECTURE:

EXTERIOR WALLS: 4" BRICK + 4" RIGID INSULATION + 4" BRICK

INTERIOR WALLS: TWO LAYERS OF 4" BRICK OR 4" STUD WALL WITH METAL LATH AND PLASTER.

CEILING:

OFFICE - OPEN TO STRUCTURE

EXHIBIT SPACE - 2' X 2' GRID CLOUDS BETWEEN EXPOSED POURED CONCRETE STRUCTURAL BEAMS

NORTH

NOT TO SCALE

ENTRY

NOT TO SCALE

OFFICE

NOT TO SCALE

MECH ROOM

NOT TO SCALE

EXHIBIT

NOT TO SCALE

MECH ENCLOSURE

DATE INITIAL

NOT TO SCALE

WOMEN'S RESTROOM

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

274253

80028

ARKANSAS POST NATIONAL MEMORIAL

1741 OLD POST ROAD

GILLETT, AR 72055C

U s e rs \c s w e a ri n g e n \D o c u m e n ts \0

-A R

C H

R c s w e a ri n g e n

M Z

W P

C .r v t

CKS

CKS

RJL

02/10/2023

07310.029

A 00

ARCHITECTURAL INFO

SHEET

VISITOR CENTER HVAC UNIT REPLACEMENT

07310029- 2- A 00 ARCHITECTURAL INFO SHEET

TRUE

NORTH

PLAN

NORTH

NORTH

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

XXXX

DX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR

NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

X

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

ABBREVIATIONS

REF. DEMO NOTES ( )

REFERENCE LEGEND

ARCHITECTURAL

SHEET LIST

PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES

GENERAL NOTES

XDX

GENERAL DEMO NOTES

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

R

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR COVERED

COV CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

SYMBOL LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

MASONRY-VENEER

STUD WALL

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

A 00 ARCHITECTURAL INFO

SHEET

A 01 SHEET SPECIFICATIONS -

ARCHITECTURAL

A 02 ARCHITECTURAL SPECS

A001 DEMOLITION

A101 FLOOR PLANS, ENLARGED

PLANS

A201 EXTERIOR ELEVATION,

WALL SECTION

A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL

DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION.

DIMENSIONS AND EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS. ITEMS WHICH ARE INTENDED

TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS FULL-TONE

DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES.

ALL OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN

HALF-TONE.

B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR

HERE-IN. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED

RENOVATION AND NEW CONSTRUCTION WITH THE EXISTING BUILDING TO

IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION REQUIRED AND AS LISTED

BELOW.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND

REMOVAL OF ALL EXISTING BUILDING COMPONENTS, MATERIALS,

EQUIPMENT, AND APPURTENANCES AS REQUIRED TO BUILD, ERECT,

INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH THE OWNER

HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.

D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE

CAREFULLY REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND

STORED OR REINSTALLED ON THE SITE AS DIRECTED. REMOVED AND

SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER. ALL

REMOVED AND DEMOLISHED ITEMS NOT SPECIFICALLY IDENTIFIED FOR RE-

INSTALLATIO OR SALVAGED BY OWNER SHALL BE REMOVED FROM THE SITE

BY THE CONTRACTOR AND LAWFULLY DISPOSED OF.

E. WHERE EXISTING FLOOR MATERIALS AND/OR WALLS ARE TO BE REMOVED,

PREP REMAINING FLOOR AND/OR WALL SUBSTRATE AS REQUIRED PER

MANUFACTURERS RECOMMENDATIONS FOR THE NEW FLOOR/WALL FINISH

MATERIAL. REMOVE ALL FINISH FLOORING DOWN TO BASE SUBSTRATE

FLOORING AND PREP TO RECEIVE NEW FINISH.

F. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL

REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY

OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED

HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE

AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT

THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE

OWNER AND CONTRACTOR.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE,

AND REMOVAL OF ALL CONSTRUCTION BARRIERS.

H. TEMPORARILY SHORE AND BRACE STRUCTURE AT ALL BEARING WALL

DEMOLITION LOCATIONS UNTIL NEW PERMANENT STRUCTURE IS

ESTABLISHED. SEE STRUCTURAL.

J. REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION

REQUIRED TO ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED

EQUIPMENT.

K. IN THE EVENT OF NECESSARY REMOVALS OR DEMOLITION TO EXISTING NOT

IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED TO

THE C.O. IN WRITING FOR APPROVAL PRIOR TO COMMENCING.

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER

AND LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE

ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM

THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR

SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW ENTIRE

SET OF DOCUMENTS.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE

RESPONSIBLE FOR SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD

CONDITIONS AT NO ADDITIONAL EXPENSE TO OWNER. COORDINATE THE

WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO

REMAIN. FULL-TONE LINES INDICATE NEW OR RELOCATED CONSTRUCTION.

E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE,

GYPSUM WALL BOARD, AND METAL FRAMES; OR CENTER LINE OF COLUMN

OR BEAMS, UNLESS NOTED OTHERWISE.

1. PROVIDE POSITIVE DRAINAGE TO ALL ROOMS WITH NEW FLOOR DRAINS.

F. ALL ANGLES ON THE FLOOR PLANS ARE 45 OR 90 DEGREES UNLESS

OTHERWISE INDICATED.

G. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED,

CUT, CORED, OR ALTERED IN ANY WAY TO ACCOMMODATE NEW

CONSTRUCTION OR TO RECEIVE NEW FINISHES. PREP ALL EXISTING

FLOORS TO RECEIVE NEW FINISHES PER ROOM FINISH SCHEDULE.

H. PATCH ALL CONCRETE SLAB LOCATIONS DEMOLISHED TO INSTALL NEW

STRUCTURAL, MECHANICAL, OR ELECTRICAL WORK.

1 REPAIR GWB CEILING TO PREVIOUS CONDITION & PAINT ENTIRE

CEILING TO MATCH EXISTING CONDITION. PROVIDE 5/8" TYPE X

GWB ATTACHED TO 7/8" FURRING CHANNEL ATTACHED TO 1 1/2"

COLD-ROLLED METAL FRAMING SUSPENDED FROM STRUCTURE

2 VERIFY CLEAR SWING PATH FOR DOOR OPENING W/ EXISTING

BRICK PAVERS TO REMAIN

3 MECH EQUIP - SEE MECH

4 PATCH AND INFILL VOID LEFT FROM MECH DEMO - PAINT TO

MATCH CURRENT

5 REPLACE WOOD PANEL TRANSOM ABOVE DOOR TO MATCH

WOMEN'S RR

6 SEE DOOR TYPES FOR EXISTING DOOR WITH NEW RETURN GRILLE

PLACEMENT - COORDINATE LOCATIONS WITH MECH

7 SEE MECH FOR NOTES REGARDING NEW DUCT WORK

PENETRATIONS THROUGH EXISTING WALLS, TYP.

8 CAULK ALL LAG SCREW HOLES FROM OVERHEAD DOOR FRAME

REMOVAL PRIOR TO NEW WALL INSTALLATION

D1 DEMO EXISTING COILING DOOR, RETURN TO OWNER

D2 DEMO GWB CEILING AS SHOWN HATCHED FOR MECH ACCESS -

SEE MECH

D3 REMOVE WOOD VENEER TRANSOM PANEL ABOVE MEN'S RR DOOR

D4 REMOVE EXISTING BRICK/MASONRY WALL AS REQUIRED FOR NEW

MECH DUCT PENETRATION

D5 REMOVE PORTION OF EXISTING EXTERIOR WALL FOR NEW MECH

LOUVER - SEE DETAIL 5/A201 & MECH

D6 COORDINATE WITH NEW MECH DUCT WORK SIZE FOR CHANGES

TO EXISTING OPENING - SEE M101

D7 COORDINATE WITH MECHANICAL (SEE M101) REGARDING NEW

RETURN GRILLE LOCATION AT EXISTING DOOR LOCATIONS PRIOR

TO DEMO

D8 PARTIAL REMOVAL OF EXISTING WALL FOR NEW MECH DUCT

PENETRATION SHALL BE NEAT AND CLEAN - SEE M101 FOR

LOCATION AND NOTES

DATE INITIAL

3 31

SECTION 076200 - SHEET METAL FLASHING AND TRIM

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Formed sheet metal fabrications - see drawings.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For sheet metal flashing and trim.

1. Include plans, elevations, sections, and attachment details.

2. Distinguish between shop- and field-assembled work.

3. Include identification of finish for each item.

4. Include pattern of seams and details of termination points, expansion joints and expansion-joint covers, direction of expansion, roof-penetration flashing, and connections to adjoining work.

1.3 WARRANTY

A. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory-applied finishes within specified warranty period.

1. Finish Warranty Period: 20 years from date of Final Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.

B. Sheet Metal Standard for Flashing and Trim: Comply with SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated.

2.2 SHEET METALS

A. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, Z275G90 coating designation; prepainted by coil-coating process to comply with ASTM A 755/A 755M.

1. Exposed Coil-Coated Finish:

a. Siliconized Polyester: Epoxy primer and silicone-modified, polyester-enamel topcoat; with dry film thickness of not less than 0.2 mil for primer and 0.8 mil for topcoat.

2. Color: As selected by Owner from manufacturer's full range.

B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item.

1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head.

a. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened.

2. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329.

C. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.

2.3 FABRICATION, GENERAL

A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required.

Fabricate sheet metal flashing and trim in shop to greatest extent possible.

1. Obtain field measurements for accurate fit before shop fabrication.

2. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems.

3. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view.

B. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard.

C. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal.

D. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard for application, but not less than thickness of metal being secured.

E. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use.

2.4 SHEET METAL FABRICATIONS

A. Edge Flashing: Fabricate in minimum 96-inch- long, but not exceeding 12-foot- long sections. Furnish with 6-inch- wide, joint cover plates. Shop fabricate interior and exterior corners.

1. Fabricate from the Following Materials:

a. Galvanized Steel: 0.028 inch thick.

B. Counterflashing and Flashing Receivers: Fabricate from the following materials:

1. Galvanized Steel: 0.022 inch thick.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system.

1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant.

2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal.

3. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners.

4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks.

5. Torch cutting of sheet metal flashing and trim is not permitted.

B. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection.

1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints.

2. Use lapped expansion joints only where indicated on Drawings.

3.2 FLASHING INSTALLATION

A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet metal manufacturer's written installation instructions, and cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant.

B. Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate.

END OF SECTION

SECTION 079200 - JOINT SEALANTS

PART 1 - GENERAL

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Nonsag Sealants:

1. Dow: www.dow.com/#sle.

2. Pecora Corporation: www.pecora.com/#sle.

3. Sika Corporation: www.usa.sika.com/#sle.

4. Tremco Commercial Sealants & Waterproofing: www.tremcosealants.com/#sle.

2.02 JOINT SEALANT APPLICATIONS

A. Scope:

1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to:

a. Joints between door, window, and other frames and adjacent construction.

b. Joints between different exposed materials.

2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items.

a. Joints between door, window, and other frames and adjacent construction.

2.03 NONSAG JOINT SEALANTS

A. Nonstaining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic.

1. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.

B. Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic.

1. Movement Capability: Plus and minus 25 percent, minimum.

C. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi-component; not expected to withstand continuous water immersion or traffic.

2.04 ACCESSORIES

A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application.

PART 3 - EXECUTION

1.01 EXAMINATION

A. Verify that joints are ready to receive work.

B. Verify that backing materials are compatible with sealants.

C. Verify that backer rods are of the correct size.

1.02 INSTALLATION

A. Install this work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

END OF SECTION

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Exterior insulated hollow metal doors.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

C. Schedule: Prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Amweld International, LLC.

2. Ceco Door Products; an Assa Abloy Group company.

3. Curries Company; an Assa Abloy Group company.

4. Republic Doors and Frames.

5. Steelcraft; an Ingersoll-Rand company.

2.2 EXTERIOR HOLLOW-METAL DOORS AND FRAMES

A. Extra-Heavy-Duty Doors and Frames: SDI A250.8, Level 3. .

1. Physical Performance: Level A according to SDI A250.4.

2. Doors:

a. Type: As indicated in the Door and Frame Schedule.

b. Thickness: 1-3/4 inches.

c. Face: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum A40 coating.

d. Edge Construction: Model 2, Seamless.

e. Core: Manufacturer's standard material; insulation material where required at exterior wall locations.

3. Thermal-Rated Doors: Provide doors fabricated with thermal-resistance value (R-value) of not less than R=10 when tested according to ASTM C 1363.

4. Frames:

a. Materials: Metallic-coated steel sheet, minimum thickness of 0.053 inch, with minimum A40 coating.

b. Construction: Full profile welded.

c. Profile: Match existing frame profiles at borrowed lite framing and doors.

5. Exposed Finish: Prime.

2.3 FABRICATION

A. Hollow-Metal Doors:

1. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration.

B. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.

1. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers.

a. Drill stop in strike jamb to receive three door silencers.

C. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.

D. Provide an 1/8 inch integral kerf formed into the frame to receive a gasket composed of a cellular modified foam core clad in emobssed, non vinyl, paint resistant liner which is UV stablized. Gasket is to be provided as a part of this Section. Do not install until frame has been painted.

2.4 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: SDI A250.10.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.

a. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

b. Remove temporary braces necessary for installation only after frames have been properly set and secured.

c. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.

2. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.

B. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary.

1. Non-Fire-Rated Steel Doors:

a. Between Door and Frame Jambs and Head: 1/8 inch plus or minus 1/32 inch.

b. Between Edges of Pairs of Doors: 1/8 inch to 1/4 inch plus or minus 1/32 inch.

c. At Bottom of Door: 3/4 inch plus or minus 1/32 inch.

d. Between Door Face and Stop: 1/16 inch to 1/8 inch plus or minus 1/32 inch.

END OF SECTION

SECTION 087100 - DOOR HARDWARE

1.1 SUMMARY

A. Section includes:

1. Mechanical door hardware for the following:

a. Swinging doors.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes.

1.3 QUALITY ASSURANCE

A. Source Limitations: Obtain each type of door hardware from a single manufacturer.

B. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key, tool, or special knowledge for operation.

C. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.

1. Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf .

2. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more than 1/2 inch high.

3. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the leading edge of the door.

1.4 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period.

1. Warranty Period: Three years from date of Final Completion, unless otherwise indicated.

a. Manual Closers: 10 years from date of Final Completion.

PART 2 - PRODUCTS

2.1 SCHEDULED DOOR HARDWARE

A. Provide door hardware for each door as scheduled in Part 3 "Door Hardware Schedule" to comply with requirements in this Section.

1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named manufacturers' products.

B. Coordinate all Keying requirements w/ owner. Provide a Master Key System.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, wall and floor construction, and other conditions affecting performance.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames according to ANSI/SDI A250.6.

3.3 INSTALLATION

A. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with governing regulations.

1. Standard Steel Doors and Frames: ANSI/SDI A250.8.

B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 09 Sections. Do not install surface-mounted items until finishes have been completed on substrates involved.

1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation.

2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards.

3.4 LIST OF MANUFACTURERS

SPECIFIED APPROVED

HINGES MCKINNEY NO SUB

CONTINUOUS HINGES PEMKO MCKINNEY

LOCKS, EXIT DEVICES CORBIN RUSSWIN SARGENT

CLOSERS NORTON SARGENT

PLATES, STOPS, PULLS ROCKWOOD TRIMCO

THRESHOLDS, SEALS PEMKO NATIONAL GUARD

ELECTRIC STRIKES HES NO SUB

POWER SUPPLIES, SWITCHES SECURITRON NO SUB

3.5 HARDWARE SCHEDULE

HARDWARE SET NO. 1

(DOOR NO. 100 - PAIR)

4 Each Hinges, T4A3386 4.5 x 4.5 NRP, US32D 1 Storeroom Lockset, CL3357 NZD, 626 (Active Leaf - RHR) 1 Lockset (No Latching function, Inactive Leaf - LHR) 1 Flush Bolts (Inactive Leaf - LHR) 1 Each Closer, CPS7500, 689 1 Set Perimeter Seal, By Section 081113 1 Each Threshold, 2005AT 1 Each Sweep, 315N 1 Astragal (Active Leaf - RHR)

END OF SECTION

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Demolition and removal of selected site elements.

3. Salvage of existing items to be reused or recycled.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1.4 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers.

B. Schedule of selective demolition activities with starting and ending dates for each activity.

C. Predemolition photographs or video.

1.5 CLOSEOUT SUBMITTALS

A. Inventory of items that have been removed and salvaged.

1.6 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner.

Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition.

Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

C. Inventory and record the condition of items to be removed and salvaged.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Arrange to shut off utilities with utility companies.

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

3.3 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

C. Remove temporary barricades and protections where hazards no longer exist.

3.4 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations.

Maintain portable fire-suppression devices during flame-cutting operations.

4. Maintain fire watch during and after flame-cutting operations per Owner’s Safety Requirements.

5. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

6. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area on-site.

5. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete.

3.5 CLEANING

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations.

Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Wood blocking and nailers.

2. Wood furring.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece.

B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated.

2.2 FIRE-RETARDANT-TREATED MATERIALS

A. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E 84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during the test.

1. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is not indicated.

2. Design Value Adjustment Factors: Treated lumber shall be tested according to ASTM D 5664, and design value adjustment factors shall be calculated according to ASTM D 6841.

B. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing agency.

C. Application: Treat all miscellaneous carpentry unless otherwise indicated.

2.3 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:

1. Blocking.

2. Nailers.

B. Dimension Lumber Items: Construction or No. 2 grade lumber of any species.

C. Concealed Boards: 19percent maximum moisture content of any of the following species and grades:

1. Mixed southern pine or southern pine, No. 2 grade; SPIB.

2. Eastern softwoods, No. 2 Common grade; NELMA.

3. Northern species, No. 2 Common grade; NLGA.

4. Western woods, Construction or No. 2 Common grade; WCLIB or WWPA.

2.4 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.

1. Where carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

B. Screws for Fastening to Metal Framing: ASTM C 1002, length as recommended by screw manufacturer for material being fastened.

C. Power-Driven Fasteners: Fastener systems with an evaluation…