Atch_2__Drawings.pdf

LOCATION OF WORK

LOCATION OF WORK

CONTRACTOR

LAYDOWN AREA

3-STALL

ACCESSIBLE

TEMPORARY

RESTROOM

TRAILER

6-STALL

STANDARD

TEMPORARY

RESTROOM

TRAILER

TEMPORARY

CONSTRUCTION

FENCE: MUST

BE ABLE TO BE

REMOVED IN

LESS THAN 5

MINUTES FOR

PASSAGE OF

EMERGENCY

TRAFFIC.

1300 w 57th Street | Suite 2 Sioux Falls, SD 57108

(605) 332-7850 www.schemmer.com

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DATE

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80005

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009258.004

COVER SHEET

009258004- 0- 0 COVER SHEET

RESTROOM REMODEL & DOOR HINGE

JEWEL CAVE NATIONAL MONUMENT

CUSTER, SD

ARCHITECTURAL

A 00 ARCHITECTURAL INFO SHEET

A 01 ARCHITECTURAL SPECIFICATIONS

A 02 ARCHITECTURAL SPECIFICATIONS

A 03 ARCHITECTURAL SPECIFICATIONS

A 04 ARCHITECTURAL SPECIFICATIONS

A 05 ARCHITECTURAL SPECIFICATIONS

A001 DEMOLITION FLOOR PLANS &

PHOTOS

A101 FLOOR PLAN & REFLECTED

CEILING PLAN

A301 SCHEDULES, DOOR AND WINDOW

DETAILS

A501 MOUNTING HEIGHTS AND INTERIOR

ELEVATIONS

A801 FINISH FLOOR PLAN AND

SCHEDULE

GENERAL

0 COVER SHEET

ACC01 ARCHITECTURAL CODE

COMPLIANCE

PLUMBING

P 00 PLUMBING INFO SHEET

P 01 SHEET SPECIFICATIONS - PLUMBING

P 02 SHEET SPECIFICATIONS - PLUMBING

P 03 SHEET SPECIFICATIONS - PLUMBING

P101 FLOOR PLAN - PLUMBING

P401 SCHEDULES, DETAILS, & RISERS -

PLUMBING

MECHANICAL

M 00 MECHANICAL INFO SHEET

M 01 SHEET SPECIFICATIONS -

MECHANICAL

M101 FLOOR PLAN - MECHANICAL

ELECTRICAL

E 00 ELECTRICAL INFO SHEET

E 01 ELECTRICAL SPECIFICATIONS

E 02 ELECTRICAL SPECIFICATIONS

E 03 ELECTRICAL SPECIFICATIONS

E001 FLOOR PLAN - DEMOLITION

E101 FLOOR PLAN - LIGHTING, POWER, & AUXILIARY

E401 ELECTRICAL DETAILS

E402 ELECTRICAL DETAILS

E601 LUMINAIRE, EQUIPMENT, & PANEL SCHEDULES

DRAWING INDEX

NOT TO SCALE

Region Map

NOT TO SCALE

Site Map

TRUE

NORTH

TRUE

NORTH

NOT TO SCALE

SITE MAP - TEMPORARY FACILITIES

TRUE

NORTH

DATE INITIAL

JEWEL CAVE NATIONAL MONUMENT

11149 US-16 B-12

CUSTER, SD 57730

NPS RESTROOM REMODEL

AND DOOR HINGE

1/10/25

FE

B

FEC

OCCUPANCY CLASSIFICATION

ASSEMBLY (A-3)

BUSINESS (B)

MERCANTILE (M)

SECRETARY

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

EXHIBIT ROOM

LOBBY

CORRIDOR

117G

ELEVATOR

LOBBY

CORRIDOR

LOBBY EXHIBIT

PARK STORE

HALL

COURTYARD

117H

CORRIDOR

117A

CORRIDOR

VESTIBULE

STAIR

GUIDES

ELEVATOR

HOISTWAY

LOBBY

MEN

WOMEN

FAMILY

UTILITY

2 2

PROJECT SCOPE,

INTERIOR ONLY

2-HR SEPARATION UNCONFIRMED

MECH CHASE

AREA A

AREA B

1300 w 57th Street | Suite 2 Sioux Falls, SD 57108

(605) 332-7850 www.schemmer.com

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DATE

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80005

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009258.004

ACC01

ARCHITECTURAL CODE

COMPLIANCE

009258004- 0- ACC01 ARCHITECTURAL CODE COMPLIANCE

RESTROOM REMODEL & DOOR HINGE

JEWEL CAVE NATIONAL MONUMENT

CUSTER, SD

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

FIRST FLOOR - CODE REVIEW PLAN

XX BUILDING SEPARATION

(X HOURS)

CODE COMPLIANCE

LEGEND

NOTES:

CONTRACTOR SHALL PROVIDE PERMANENT

SIGNAGE OR STENCILING WITHIN CEILING

PLENUM AT ALL FIRE RATED WALLS, SMOKE

BARRIERS & SMOKE PARTITIONS. LETTERING

SHALL BE AT LEAST 3" IN HEIGHT WITH THE

WORDING: "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS:. REPEAT AT

INTERVALS NOT EXCEEDING 30'-0" MEASURED

HORIZONTALLY ALONG THE PARTITION WALL.

SEAL PENETRATIONS IN FIRE RATED SMOKE

BARRIERS, FIRE RATED BARRIERS & SMOKE

BARRIERS.

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

MAXIMUM ALLOWED HEIGHT

MAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS :

HEIGHT AND AREA LIMITS

EXTERIOR WALL OPENING LIMITS :

DRAFTSTOPS :

FIRE PROTECTIVE SYSTEMS

FIRE SEPARATION ASSEMBLIES

EXITS

SHAFTS / HOISTWAYS

DWELLING UNIT SEPARATIONS

INTERIOR LOAD BEARING

WALLS, COLUMNS, FRAMING

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

CALCULATIONS

DOOR

STAIR

B

VB

65'

30,000 SF

NA

2004 ABAAS

NA

2024 NFPA 101

2024 IECC

2024 IMC

2024 UPC

2023 NEC

2024 IBC

NA

UL

UL

UL

UL

UL

UL

UL

UL

0.2" / OCC

0.3" / OCC

PLUMBING FIXTURE

REQUIREMENTS

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

OCC TYPE

125/65 1 PER 200 - - - -

1 PER 500

1 1 0 0

2 3 2 0

1 1 0

4 3 0

FIRST FLOOR

SECOND FLOOR

TOTAL

AREA (GROSS SQUARE FOOTAGE) :

BUILDING STATISTICS

NUMBER OF STORIES :

THIRD FLOOR

SUBGRADE

11999 SF

1218 SF

7415 SF

1218 SF

1148 SF

CODE_ROOM SCHEDULE

ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD

AREA / OCC

SUB GRADE

ASSEMBLY (A-3)

001 ENTRY 165 SF 0 SF

002 RESTROOM 45 SF 0 SF

003 OFFICE BUSINESS AREAS 102 SF / 150 SF 1

004 STORAGE STORAGE AREAS 35 SF / 300 SF 0

005 MECH MECHANICAL

EQUIPMENT ROOM

330 SF / 300 SF 1

006 ELEV 78 SF 0 SF

007 ELEV 78 SF 0 SF

FIRST FLOOR

155 MECH CHASE (none) 19 SF 0 SF

ASSEMBLY (A-3)

115 EXHIBIT ROOM ASSEMBLY EXHIBIT

GALLERY & MUSEUM

641 SF / 30 NET SF 21

116 CORRIDOR 276 SF 0 SF

117 LOBBY 788 SF 0 SF

117H COURTYARD ASSEMBLY EXHIBIT

GALLERY & MUSEUM

728 SF / 30 NET SF 24

118 VESTIBULE 139 SF 0 SF

119 HALL 201 SF 0 SF

121 LOBBY EXHIBIT ASSEMBLY EXHIBIT

GALLERY & MUSEUM

936 SF / 30 NET SF 31

122 ELEVATOR LOBBY 376 SF 0 SF

123 CORRIDOR 465 SF 0 SF

125 HOISTWAY 78 SF 0 SF

126 ELEVATOR 78 SF 0 SF

127 GUIDES BUSINESS AREAS 141 SF / 150 SF 1

128 STAIR 71 SF 0 SF

BUSINESS (B)

104 SECRETARY BUSINESS AREAS 89 SF / 150 SF 1

105 STORAGE STORAGE AREAS 72 SF / 300 SF 0

106 OFFICE BUSINESS AREAS 104 SF / 150 SF 1

107 OFFICE BUSINESS AREAS 103 SF / 150 SF 1

108 OFFICE BUSINESS AREAS 143 SF / 150 SF 1

109 OFFICE BUSINESS AREAS 108 SF / 150 SF 1

117A CORRIDOR 53 SF 0 SF

117G CORRIDOR 193 SF 0 SF

150 LOBBY 311 SF 0 SF

151 MEN 0 SF

152 WOMEN 212 SF 0 SF

153 FAMILY 86 SF 0 SF

154 UTILITY 19 SF 0 SF

MERCANTILE (M)

120 PARK STORE MERCANTILE 517 SF / 60 SF 9

SECOND FLOOR

ASSEMBLY (A-3)

202 FAN ROOM MECHANICAL

EQUIPMENT ROOM

511 SF / 300 SF 2

203 STORAGE STORAGE AREAS 395 SF / 300 SF 1

TOTALS:: 37 95

N.S.

OCCUPANTS: 95

IM

PA

C

TE

D S

C O

PE

DATE INITIAL

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800 www.schemmer.com

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CHECKED

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DATE

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80005

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009258.004

A 00

ARCHITECTURAL INFO

SHEET

009258004- 2- A 00 ARCHITECTURAL INFO SHEET

RESTROOM REMODEL & DOOR HINGE

JEWEL CAVE NATIONAL MONUMENT

CUSTER, SD

XXXX

DX

XREFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

SYMBOL LEGEND

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-XTOILET

ACCESSORY TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

X

ABBREVIATIONS

REFERENCE LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

MASONRY-VENEER

STUD WALL

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

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

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

COVEREDCOV

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

CBU CEMENTITIOUS BACKER

UNIT

F FLUSH or FRAME

FG FULL GLASS

G GLASS or GLASS TYPE

HG HALF GLASS

V VISION

SL SLIDING

BF(2) BIFOLD (DOUBLE)

IG INSULATED GLASS

SS SOLID SURFACE

WIDTH DEPTH

HEIGHT

CABINET DESIGN

SERIES MODELCASEWORK

TAG

DWR DRAWER

CAB CABINET

SHV SHELF OR SHELVES

SNGL SINGLE

GENERAL NOTES

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

NV NARROW VISION

MICRO MICROWAVE

NORTH

ARROW

NAME

ELEVATIONLEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER 1

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

SECTION/

DETAIL

PLAN

DETAIL

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

NORTH PLAN

NORTH

TRUE

NORTH

GENERAL DEMO NOTES

ARCHITECTURAL SHEET LIST

REF. DEMO NOTES ( )

PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES

DX

X

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )

0 COVER SHEET

ACC01 ARCHITECTURAL CODE COMPLIANCE

A 00 ARCHITECTURAL INFO SHEET

A 01 ARCHITECTURAL SPECIFICATIONS

A 02 ARCHITECTURAL SPECIFICATIONS

A 03 ARCHITECTURAL SPECIFICATIONS

A 04 ARCHITECTURAL SPECIFICATIONS

A 05 ARCHITECTURAL SPECIFICATIONS

A001 DEMOLITION FLOOR PLANS & PHOTOS

A101 FLOOR PLAN & REFLECTED CEILING PLAN

A301 SCHEDULES, DOOR AND WINDOW DETAILS

A501 MOUNTING HEIGHTS AND INTERIOR ELEVATIONS

A801 FINISH FLOOR PLAN AND SCHEDULE

A.

B.

C.

D.

E.

F.

G.

H.

1.

I.

J.

PRIOR TO COMMENCEMENT OF DEMOLITION, CONFIRM APPROVAL OF EXIT CONDITIONS FOR ALL

OFFICES 106, 127, 108, AND 109 WITH THE AHJ AND PROVIDE TEMPORARY TOILET FACILITIES AS

INDICATED.

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.

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.

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.

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.

IN THE EVENT THE CONTRACTOR ENCOUNTERS, 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.

THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE, AND REMOVAL OF ALL

CONSTRUCTION BARRIERS.

REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED PROJECT, BUT

CONFLICTING WITH NEW FINISHES. THESE ELEMENTS/FINISHES SHALL INCLUDE, BUT ARE NOT LIMITED

TO THE ITEMS LISTED BELOW:

REMOVE EXISTING CEILING SUSPENSION SYSTEMS ANYWHERE NEW CEILINGS ARE INDICATED PER

THE REFLECTED CEILING PLAN AND ROOM FINISH SCHEDULE

ALL EXISTING WALLS, DOORS, FRAMES, AND WINDOWS SHOWN ON THE PLAN AS A FULL-TONE DASHED

LINE ARE TO BE REMOVED.

REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION REQUIRED TO

ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED EQUIPMENT.

A.

B.

C.

D.

E.

F.

G.

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.

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.

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. PRIOR TO

MAKING FIELD ADJUSTMENTS VERIFY ADA CLEARANCE.

SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. FULL-TONE LINES

INDICATE NEW OR RELOCATED CONSTRUCTION.

DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.

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

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.

2 WALL-MOUNTED WATER CLOSET WITH FLUSH VALVE. REFER TO PLUMBING.

3 WALL-MOUNTED WATER CLOSET WITH FLUSH VALVE, ACCESSIBLE HEIGHT. REFER TO PLUMBING.

4 URINAL & FLUSH VALVE. REFER TO PLUMBING.

5 SINK. REFER TO PLUMBING.

6 HAND DRYER AND SOAP DISPENSER INTEGRATED INTO WASH BAR. REFER TO ELECTRICAL AND

PLUMBING.

8 ADULT CHANGING TABLE.

9 DUAL HEIGHT ELECTRIC WATER COOLER.

10 URINAL SCREEN WITH CONTINUOUS MOUNTING BRACKET.

11 TOILET PARTITION PANEL AND DOOR - CEILING HUNG.

13 FLOOR DRAIN. REFER TO PLUMBING.

15 ACCESSIBLE DRINKING FOUNTAIN WITH BOTTLE FILLER.

17 EPOXY TO CONCRETE ALUMINUM TRANSITION TRIM.

18 FULL WIDTH (APPROX 7'-3") X 3'-6" TALL MIRROR. SPAN WALL TO WALL.

19 CEILING ACCESS HATCH 2'-3" X 2'-3".

20 GYPSUM WALL BOARD, VAPOR BARRIER AND INSULATION TO INTERIOR SIDE OF PERIMETER WALLS.

21 LIGHT BAR. REFER TO ELECTRICAL.

22 FIRE EXTINGUISHER AND CABINET.

23 EPOXY WALL BASE.

24 SLAB JOINT.

25 30" X 22" CEILING ACCESS PANEL. FIELD VERIFY LOCATION BETWEEN STRUCTURAL MEMBERS.

26 HEATER. REFER TO MECHANICAL. REFERENCED PLAN NOTES

27 ADA PUSH BUTTON DOOR OPENER, SEE ELECTRICAL.

A PROVIDE & MAINTAIN 2 ADA ACCESSIBLE AND 6 STANDARD PORTABLE TOILETS WITH HAND

SANITATION DURING CONSTRUCTION ONLY. CONFIRM LOCATION WITH OWNER. SEE COVER SHEET

FOR LOCATIONS AND SPECIFICATIONS FOR DETAILS AND REQUIREMENTS.

D1 REMOVE EXISTING GYPSUM CEILING, GWB BACKING AND

ATTIC INSULATION, AND DEVICES ATTACHED OR INSTALLED

WITH IT.

D2 REMOVE EXISTING TONGUE & GROOVE CEILING, FRAMING AND

ATTIC INSULATION AND DEVICES ATTACHED OR INSTALLED

WITH IT.

D3 REMOVE EXISTING WOOD STUD WALL.

D4 REMOVE EXISTING WOOD STUD & BRICK WALL.

D5 REMOVE ALL EXISTING PLUMBING FIXTURES. REFER TO

MECHANICAL.

D6 REMOVE ALL EXISTING SOAP DISPENSERS.

D7 REMOVE ALL EXISTING HAND DRYERS & SALVAGE TO OWNER.

D8 REMOVE ALL EXISTING TOILET PAPER DISPENSERS.

D9 REMOVE ALL EXISTING SANITARY DISPOSALS.

D10 REMOVE ALL EXISTING FLOOR DRAINS. REFER TO

MECHANICAL.

D11 REMOVE ALL EXISTING TOILET PARTITIONS AND URINAL

SCREENS IN THEIR ENTIRETY.

D12 REMOVE EXISTING CERAMIC TILE FLOOR.

D13 REMOVE EXISTING HOLLOW METAL DOOR, FRAME, &

ASSOCIATED HARDWARE. SALVAGE AUTOMATIC OPENER

HARDWARE AND REUSE.

D14 REMOVE EXISTING TONGUE & GROOVE DOOR & HARDWARE.

D15 REMOVE EXISTING ALUMINUM STOREFRONT DOOR FRAME,

GLAZING & ASSOCIATED HARDWARE. SALVAGE HARDWARE.

D16 REMOVE EXISTING VCT FLOORING & ADHESIVE.

D17 REMOVE EXISTING MIRRORS.

D18 REMOVE EXISTING MOP SINK. REFER TO MECHANICAL.

D19 REMOVE EXISTING WATER HEATER. REFER TO MECHANICAL.

D20 REMOVE EXISTING CARPET TILE & ADHESIVE.

D23 REMOVE WOOD PANELING.

D24 REMOVE EXISTING CHANGING STATION.

D25 REMOVE EXISTING GRAB BARS.

D26 REMOVE EXISTING BASE CABINETS, COUNTERTOP, & UPPER

CABINETS. SALVAGE FOR OWNER.

D27 REMOVE EXISTING CASED OPENING.

D28 REMOVE EXISTING HOLLOW METAL DOOR, FRAME, &

HARDWARE (KEYPAD). SALVAGE FOR REUSE.

D29 REMOVE ALL EXISTING DRYWALL, MOISTURE BARRIER AND

INSULATION FROM INTERIOR PERIMETER WALLS.

D30 REMOVE EXISTING CONCRETE SLAB THROUGHOUT.

D31 EXISTING WINDOW TO REMAIN.

D32 REMOVE GLAZING, THIS WINDOW ONLY.

DATE INITIAL

THE INTENT OF DEMOLITON NOTES IS TO EXPRESS THE GENERAL

SCOPE REQUIRED TO ACHIEVE A COMPLETE INTERIOR DEMOLITION

WHILE RETAINING THE ROOF & EXTERIOR SYSTEMS

1300 w 57th Street | Suite 2 Sioux Falls, SD 57108

(605) 332-7850 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

238608 / 80005

80005

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01/10/2025

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A 01

ARCHITECTURAL

SPECIFICATIONS

009258004- 2- A 01 ARCHITECTURAL SPECIFICATIONS

RESTROOM REMODEL & DOOR HINGE

JEWEL CAVE NATIONAL MONUMENT

CUSTER, SD

DATE INITIAL

DIVISION 02 - EXISTING CONDITIONS

SECTION 02-4100 - DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Selective demolition of building elements for alteration purposes.

PART 2 PRODUCTS -- NOT USED

PART 3 EXECUTION

3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Take precautions to prevent catastrophic or uncontrolled collapse of structures; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.

4. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

5. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

6. Do not close or obstruct roadways or sidewalks without permits from authority having jurisdiction.

7. Conduct operations to minimize obstruction of public and private entrances and exits. Do not obstruct required exits at any time. Protect persons using entrances and exits from removal operations.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Do not begin removal until built elements to be salvaged or relocated have been removed.

D. Protect existing structures and other elements to remain in place and not removed.

E. Minimize production of dust due to demolition operations. Do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

3.02 EXISTING UTILITIES

A. Coordinate work with utility companies. Notify utilities before starting work, comply with their requirements, and obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

3.03 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Existing construction and utilities indicated on drawings are based on casual field observation and existing record documents only.

1. Verify construction and utility arrangements are as indicated.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

B. Separate areas in which demolition is being conducted from areas that remain occupied.

1. Provide, erect, and maintain temporary dustproof partitions of construction in locations indicated on drawings.

C. Maintain weatherproof exterior building enclosure, except for interruptions required for replacement or modifications; prevent water and humidity damage.

D. Remove existing work as indicated and required to accomplish new work.

1. Remove items indicated on drawings.

E. Services including, but not limited to, HVAC, Plumbing, and Electrical: Remove existing systems and equipment as indicated.

1. Maintain existing active systems to remain in operation, and maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. Verify that abandoned services serve only abandoned facilities before removal.

4. Remove abandoned pipe, ducts, conduits, and equipmentincluding those above ceilings. Remove back to source of supply where possible, otherwise cap stub and tag with identification.

F. Protect existing work to remain.

1. Prevent movement of structure. Provide shoring and bracing as required.

2. Perform cutting to accomplish removal work neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch to match new work.

3.04 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris daily from public and private lands.

END OF SECTION

DIVISION 03 - CONCRETE

SECTION 03-0516 - UNDERSLAB VAPOR BARRIER

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Sheet vapor barrier under concrete slabs on grade.

1.02 SUBMITTALS

A. Product Data: Submit manufacturers' data on manufactured products.

B. Manufacturer’s installation instructions for placement, seaming, penetration prevention and repair, and perimeter seal per ASTM E1643.

C. Provide third party documentation that all testing was performed on a single production roll per ASTM E1745 Section 8.1.

D. Provide letter from manufacturer to document installation review (in a manner described below under Quality Assurance) and consistency with the governing installation standard, ASTM E1643.

1.03 QUALITY ASSURANCE

A. Inspection by Manufacturer: Provide manufacturers review of the barrier membrane installation (digitally or in-person, when possible) prior to concrete placement to help ensure compliance with governing installation standard, ASTM E1643, and Contract Documents. Provide report within three days of activity and prior to placement of concrete.

PART 2 PRODUCTS

2.01 MATERIALS

A. Underslab Vapor Barrier:

1. Water Vapor Permeance: Not more than 0.010 perms, maximum.

2. Complying with ASTM E1745 Class A.

a. Strength: ASTM E1745 Class A.

b. Thickness: 15 mils minimum.

3. Provide third party documentation that all testing was performed on a single production roll per ASTM E1745 Section 8.1.

4. Product:

a. Stego Industries LLC; Stego Wrap Vapor Barrier (15-mil): www.stegoindustries.com/#sle.

5. Other Acceptable Manufacturers ( Equivalent products subject to submittal approval ):

a. Henry Company; Moistop Ultra 15: www.henry.com/#sle.

b. Inteplast Group; Barrier-Bac VB-350: www.barrierbac.com/#sle.

c. ISI Building Products; Viper VaporCheck II 15-mil (Class A): www.isibp.com/#sle.

d. Tex-Trude, LP; Xtreme Vapor Barrier (15-mil): www.tex-trude.com/#sle.

6. Substitutions: Not permitted.

B. Accessory Products: Vapor barrier manufacturer's recommended tape, adhesive, mastic, etc., for sealing seams and penetrations in vapor barrier.

1. All accessories must be from the same manufacturer of the vapor barrier material used, or must be approved by the vapor barrier manufacturer.

a. Seams

1) Approved tape.

b. Sealing Permanent penetrations of Vapor barrier

1) Approved vaporproofing mastic.

2) Approved tape.

c. Perimeter edge/seal

1) Approved tape with a textured surface that creates a mechanical seal to freshly-placed concrete.

2) Approved termination bar.

3) Approved double-sided sealant tape.

d. Penetration prevention forming system

1) Approved peel-and-stick base/foot and blunt-end stake.

e. Vapor Barrier-Safe Screed System

1) Approved vapor barrier-safe, fixed elevation, point-to-point guide screed system.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surface over which vapor barrier is to be installed is complete and ready before proceeding with installation of vapor barrier.

3.02 INSTALLATION

A. Install vapor barrier in accordance with manufacturer's instructions and ASTM E1643.

B. Unroll vapor barrier with the longest dimension parallel with the direction of the concrete placement and face laps away from the expected direction of the placement whenever possible.

C. Install vapor barrier under interior slabs on grade; lap sheet over footings and seal to foundation walls.

D. Extend vapor barrier to the perimeter of the slab. If practicable, terminate it at the top of the slab, otherwise where obstructed by impediments, such as dowels, waterstops, or any other site condition requiring early termination of the vapor barrier. At the point of termination, seal vapor barrier to the foundation wall, grade beam or slab itself.

1. Seal vapor barrier to the entire slab perimeter using textured tape, per manufacturer's instructions.

E. Lap joints minimum 6 inches.

F. Apply seam tape/textured tape/double-sided tape to a clean and dry vapor barrier.

G. Seal joints, seams and penetrations (including pipes) watertight with manufacturer's recommended products and follow manufacturer's written instructions.

H. No penetration of vapor barrier is allowed except for reinforcing steel and permanent utilities.

I. Avoid the use of stakes driven through vapor barrier by utilizing vapor barrier-safe, peel-and-stick screed and forming penetration prevention systems. Ensure peel-and-stick adhesive base is fully adhered to the vapor barrier.

1. If non-permanent stakes must be driven through vapor barrier, repair as recommended by vapor barrier manufacturer.

2. Use reinforcing bar supports with base sections that eliminate or minimize the potential for puncture of the vapor barrier.

J. Repair damaged vapor retarder with vapor barrier material of similar (or better) permeance, puncture and tensile strength, before covering with other materials.

K. For vapor barrier-safe concrete screeding applications, install vapor barrier-safe, fixed elevation, point-to-point guide screed system prior to placing concrete.

L. Provide quality assurance letter report.

END OF SECTION

SECTION 03-3000 - CAST-IN-PLACE CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Floors and slabs on grade.

B. Concrete reinforcement.

C. Joint devices associated with concrete work.

D. Concrete curing.

1.02 SUBMITTALS

A. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions.

1. See 03-0516 for underslab vapor barrier.

B. Mix Design: Submit proposed concrete mix design.

1. Indicate proposed mix design complies with requirements of ACI SPEC-301, Section 4 - Concrete Mixtures.

2. For each concrete mixture, include the following:

a. Mixture identification.

b. Minimum 28-day compressive strength.

c. Durability exposure class.

d. Maximum w/cm.

e. Slump limit.

f. Air content.

g. Nominal maximum aggregate size.

h. Indicate amounts of mixing water to be withheld for later addition at Project site if permitted.

i. Intended placement method.

j. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

C. Test Reports: Submit report for each test or series of tests specified.

1.03 QUALITY ASSURANCE

A. Perform work of this section in accordance with ACI SPEC-301 and ACI CODE-318.

B. Follow recommendations of ACI PRC-306 when concreting during cold weather.

1.04 FIELD CONDITIONS

A. Cold-Weather Placement: Comply with ACI 301 (ACI 301M) and ACI 306.1 and as follows.

1. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.

2. When average high and low temperature is expected to fall below 40 deg F (4.4 deg C) for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301 (ACI 301M).

B. Do not use frozen materials or materials containing ice or snow.

C. Do not place concrete in contact with surfaces less than 35 deg F (1.7 deg C), other than reinforcing steel.

1. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.

D. Hot-Weather Placement: Comply with ACI 301 (ACI 301M) and ACI 305.1 (ACI 305.1M), and as follows:

E. Maintain concrete temperature at time of discharge to not exceed 95 deg F (35 deg C).

F. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas.

PART 2 PRODUCTS

2.01 REINFORCEMENT MATERIALS

A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi).

1. Finish: Unfinished, unless otherwise indicated.

B. Steel Welded Wire Reinforcement (WWR): Galvanized, plain type, ASTM A1064/A1064M.

1. Form: Flat Sheets.

C. Reinforcement Accessories:

1. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement.

2.02 CONCRETE MATERIALS

A. Blended, Hydraulic Cement: ASTM C595, Type IL - Portland-Limestone Cement.

B. Fine and Coarse Aggregates: ASTM C33/C33M.

1. Acquire aggregates for entire project from same source.

C. Fly Ash: ASTM C618, Class C or F.

D. Water: ASTM C1602/C1602M; clean, potable, and not detrimental to concrete.

2.03 ADMIXTURES

A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement.

B. Air Entrainment Admixture: ASTM C260/C260M.

C. High Range Water Reducing and Retarding Admixture: ASTM C494/C494M Type G.

D. High Range Water Reducing Admixture: ASTM C494/C494M Type F.

E. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.

F. Accelerating Admixture: ASTM C494/C494M Type C.

G. Retarding Admixture: ASTM C494/C494M Type B.

H. Water Reducing Admixture: ASTM C494/C494M Type A.

I. Waterproofing Admixture: Admixture formulated to reduce permeability to liquid water, with no adverse effect on concrete properties.

1. Admixture Composition: Hydrophobic polymer waterproofing and corrosion inhibitor, functioning by closing concrete pores and chemical bonding.

2.04 ACCESSORY MATERIALS

A. Non-Shrink Cementitious Grout: Premixed compound consisting of nonmetallic aggregate, cement, water reducing and plasticizing agents.

1. Grout: Comply with ASTM C1107/C1107M.

2. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch.

3. Minimum Compressive Strength at 28 Days: 7,000 pounds per square inch.

2.05 BONDING AND JOINTING PRODUCTS

A. Latex Bonding Agent: Non-redispersable acrylic latex, complying with ASTM C1059/C1059M, Type II.

B. Epoxy Bonding System:

1. Complying with ASTM C881/C881M and of Type required for specific application.

C. Slab Isolation Joint Filler: 1/2-inch thick, height equal to slab thickness, with removable top section forming 1/2-inch deep sealant pocket after removal.

1. Material: ASTM D1751, cellulose fiber.

2.06 CURING MATERIALS

A. Curing Compound, Naturally Dissipating: Clear, water-based, liquid membrane-forming compound; complying with ASTM C309, Type I, Class B.

B. Moisture-Retaining Sheet: ASTM C171.

C. Water: Potable, not detrimental to concrete.

2.07 CONCRETE MIX DESIGN

A. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI SPEC-301.

1. For trial mixtures method, employ independent testing agency acceptable to Architect for preparing and reporting proposed mix designs.

B. Admixtures: Add acceptable admixtures as recommended in ACI PRC-211.1 and at rates recommended or required by manufacturer.

C. Class C: Normal-weight concrete used for interior slabs-on-ground.

1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 4,000 pounds per square inch.

2. Water-Cement Ratio: Maximum 45 percent by weight.

3. Maximum dry unit weight: 470 pounds per cubic foot.

4. Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm).

5. Air Content:

a. Do not use an air-entraining admixture or allow total air content to exceed 3 percent for concrete used in trowel-finished floors.

D. Class G: Normal-weight concrete used for building walls.

2.08 MIXING

A. Adding Water: If concrete arrives on-site with slump less than suitable for placement, do not add water that exceeds the maximum water-cement ratio or exceeds the maximum permissible slump.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify lines, levels, and dimensions before proceeding with work of this section.

B. Verify that surface over which vapor barrier is to be installed is complete and ready before proceeding with installation of vapor barrier.

3.02 PREPARATION

A. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning and applying bonding agent in according to bonding agent manufacturer's instructions.

1. Use epoxy bonding system for bonding to damp surfaces, for structural load-bearing applications, and where curing under humid conditions is required.

2. Use latex bonding agent only for non-load-bearing applications.

3.03 INSTALLING VAPOR BARRIER/RETARDER

A. Interior Slabs on Grade: Confirm vapor barrier/retarder under interior slabs on grade are properly installed per section 03-0516.

3.04 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS

A. Comply with requirements of ACI SPEC-301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete coverage required for protection.

B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in both directions. Splice laps with tie wire.

C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not interfere with concrete placement.

3.05 PLACING CONCRETE

A. Place concrete in accordance with ACI PRC-304.

B. Ensure reinforcement, inserts, waterstops, embedded parts, and formed construction joint devices will not be disturbed during concrete placement.

3.06 SLAB JOINTING

A. Locate joints as indicated on drawings.

B. Anchor joint fillers and devices to prevent movement during concrete placement.

C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab.

D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours after placing; use 1/8 inch thick blade and cut at least 1 inch deep but not less than one quarter (1/4) the depth of the slab.

3.07 FLOOR FLATNESS AND LEVELNESS TOLERANCES

A. Minimum F(F) Floor Flatness and F(L) Floor Levelness Values:

1. Exposed to View and Foot Traffic: F(F) of 20; F(L) of 15, on-grade only. Where shown, provide slopes from perimeter wall to drain.

B. Measure F(F) Floor Flatness and F(L) Floor Levelness in accordance with ASTM E1155, within 48 hours after slab installation; report both composite overall values and local values for each measured section.

C. Correct the slab surface if composite overall value is less than specified and if local value is less than two-thirds of specified value or less than F(F) 13/F(L) 10.

D. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process.

3.08 CONCRETE FINISHING

A. Concrete Slabs: Finish to requirements of ACI PRC-302.1 and as follows:

1. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI PRC-302.1; thin floor coverings include carpeting, resilient flooring, seamless flooring, resinous matrix terrazzo, thin set quarry tile, and thin set ceramic tile.

3.09 CURING AND PROTECTION

A. Comply with requirements of ACI PRC-308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

C. Surfaces Not in Contact with Forms:

1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep continuously moist for not less than three days by water ponding, water-saturated sand, water-fog spray, or saturated burlap.

2. Final Curing: Begin after initial curing but before surface is dry.

3.10 FIELD QUALITY CONTROL

A. An independent testing agency will perform field quality control tests provided by the General Contractor at their own expense.

B. Provide free access to concrete operations at project site and cooperate with appointed firm.

C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations.

D. Compressive Strength Tests: ASTM C39/C39M, for each test, mold and cure three concrete test cylinders. Obtain test samples for every 100 cubic yards or less of each class of concrete placed.

E. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents.

F. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M.

3.11 DEFECTIVE CONCRETE

3.12 PROTECTION

A. Do not permit traffic over unprotected concrete floor surface until fully cured.

END OF SECTION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 06-8316 - FIBERGLASS REINFORCED PANELING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Fiberglass reinforced plastic panels.

B. Trim.

1.02 DELIVERY, STORAGE, AND HANDLING

A. Store panels flat, indoors, on a clean, dry surface. Remove packaging and allow panels to acclimate to room temperature for 48 hours prior to installation.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Fiberglass Reinforced Plastic Panels:

1. Crane Composites, Inc: www.cranecomposites.com

2. Specialized Building Systems, Inc; : www.sbs-frp.com.

3. Nudo Products, Inc: www.nudo.com

4. Panolam Industries International, Inc: www.panolam.com

5. Substitutions: Approved Equal.

2.02 PANEL SYSTEMS

A. Wall Panels:

1. Panel Size: 4 by 8 feet.

2. Panel Thickness: 0.10 inch.

3. Surface Design: Embossed.

4. Color: White.

5. Attachment Method: Adhesive only, with trim and sealant in joints.

2.03 MATERIALS

A. Panels: Fiberglass reinforced plastic (FRP), complying with ASTM D5319.

1. Surface Burning Characteristics: Maximum flame spread index of 25 and smoke developed index of 450; when system tested in accordance with ASTM E84.

2. Sanitation and Cleanability: Comply with 9 CFR 416.2.

3. Chemical Cleanability: Excellent chemical resistance to common cleaners and detergents when tested in accordance with ISO 2812-1.

B. Trim: Vinyl; color coordinating with panel.

C. Adhesive: Type recommended by panel manufacturer.

D. Sealant: Type recommended by panel manufacturer; color matching panel.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions and substrate flatness before starting work.

B. Verify that substrate conditions are ready to receive the work of this section.

3.02 INSTALLATION - WALLS

A. Install panels in accordance with manufacturer's instructions.

B. Cut panels with carbide tipped saw blades or snips.

C. Apply adhesive to the back side of the panel using trowel as recommended by adhesive manufacturer.

D. Apply panels to wall with seams plumb and pattern aligned with adjoining panels.

E. Install panels with manufacturer's recommended gap for panel field and corner joints.

F. Place trim on panel before fastening edges, as required.

G. Fill channels in trim with sealant before attaching to panel.

H. Install trim with adhesive as required.

I. Seal gaps at floor, mop basin, and between panels with applicable sealant to prevent moisture intrusion.

J. Remove excess sealant after paneling is installed and prior to curing.

END OF SECTION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07-2100 - THERMAL INSULATION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Board insulation at underside of floor slabs.

B. Batt insulation for filling perimeter window space.

PART 2 PRODUCTS

2.01 APPLICATIONS

A. Insulation Under Concrete Slabs: Extruded polystyrene (XPS) board.

B. Insulation for filling perimeter window. One location as shown: Batt insulation with vapor retarder.

2.02 FOAM BOARD INSULATION MATERIALS

A. Extruded Polystyrene (XPS) Board Insulation: Comply with ASTM C578 with either natural skin or cut cell surfaces.

1. Type and Compressive Resistance: Type IV, 25 psi (173 kPa), minimum.

2. Type and Thermal Resistance, R-value: Type IV, 5.0 (0.88), minimum, per 1 inch thickness at 75 degrees F mean temperature.

3. Board Edges: Square.

4. Type and Water Absorption: Type XII, 0.3 percent by volume, maximum, by total immersion.

5. Products:

a. DuPont de Nemours, Inc: building.dupont.com/#sle.

b. Owens Corning Corporation; FOAMULAR Extruded Polystyrene (XPS)…