Base_B08 - SolicitationAtch2Drawings.pdf

CONTRACTOR

PARKING AREA

TEMPORARY STORAGE

AVAILABLE FOR EQUIPMENT

AND MATERIALS IN

MAINTENANCE SHOP

VISITOR CENTER

MAINTENANCE

BUILDING

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

241749

00000

FORT SMITH NATIONAL HISTORIC SITE

301 PARKER AVE

FORT SMITH, AR 72901C

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

\D o c u m e n ts \R e v it te m p

\T S

A -M

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F O

S M a p u llm a n n

L T

M M

V .r v t

ARP

ARP

BGJ

01/03/2020

07310.007

G 00

COVER SHEET

EMERGENCY REPAIR AND REPLACEMENT OF GEOTHERMAL WELL-FIELD

FORT SMITH NATIONAL HISTORIC SITE

301 PARKER AVE

FORT SMITH, AR 72901

FINAL CD SUBMITTAL

01/03/2020

07310007FOSM- 0- G 00 COVER SHEET

CODE ANALYSIS

2012 INTERNATIONAL BUILDING CODE W/ APPENDICES

2009 INTERNATIONAL MECHANICAL CODE

2006 INTERNATIONAL FUEL GAS CODE

2006 INTERNATIONAL PLUMBING CODE

2009 INTERNATIONAL ENERGY CONSERVATION CODE

2017 NATIONAL ELECTRICAL CODE

SCALE: NTS

PROJECT LOCATION

ARCHITECTURAL

A 00 ARCHITECTURAL INFO SHEET

A101 FLOOR PLAN, ELEVATIONS & BUILDING SECTION

A102 MEZZANINE PLAN

A301 SCHEDULES, DOOR AND WINDOW DETAILS

GENERAL

G 00 COVER SHEET

MECHANICAL

M102 FIRST FLOOR PLAN - MECHANICAL

M103 SECOND FLOOR PLAN - MECHANICAL

M104 ATTIC LEVEL PLAN - MECHANICAL

M200 SITE PIPING PLAN - MECHANICAL

M201 LOWER LEVEL PIPING PLAN - MECHANICAL

M202 ATTIC LEVEL PIPING PLAN - MECHANICAL

M401 DETAILS - MECHANICAL

M402 DETAILS - MECHANICAL

M501 SCHEDULE - MECHANICAL

MECHANICAL

M 00 MECHANICAL INFO SHEET

M001 DEMOLITION PLAN - MECHANICAL

M002 DEMOLITION PLAN - MECHANICAL

M003 DEMOLITION PIPING PLAN - MECHANICAL

M004 DEMOLITION PIPING PLAN - MECHANICAL

M101 LOWER LEVEL PLAN - MECHANICAL

ELECTRICAL

E 00 ELECTRICAL INFO SHEET

E 01 ELECTRICAL GENERAL NOTES

E001 LOWER LEVEL - DEMOLITION

E002 MECHANICAL/ATTIC - DEMOLITION

E003 MAINTENANCE BUILDING PLAN - DEMOLITION

E101 LOWER LEVEL - POW. & AUX. SYS.

E102 MECHANICAL/ATTIC - POW. & AUX. SYS.

E103 MAINTENANCE BUILDING PLAN - ELECTRICAL

E201 SITE PLAN - ELECTRICAL

E301 ELECTRICAL SCHEDULES

STRUCTURAL

S 01 STRUCTURAL NOTES

S101 PLANS & DETAILS

S201 TYPICAL DETAILS

DRAWING INDEX

SCALE: NTS

CONTRACTOR PARKING AND STORAGE

DATE INITIAL

140P6220B0002 Attachment 2

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

A101 FLOOR PLAN, ELEVATIONS &

BUILDING SECTION

A102 MEZZANINE PLAN

A301 SCHEDULES, DOOR AND WINDOW

DETAILS

1 MECH EQUIP - SEE MECH

2 FLOOR SINK - SEE MECH

3 ACOUSTICAL PANEL - SEE SPECS

4 STRUCTURAL STOOP - SEE STR

5 SURFACE MOUNTED FIRE EXTINGUISHER (FE) - MOUNT 48" TO HIGHEST OPERABLE

PART TO RELEASE FROM MOUNTING BRACKET

6 PROVIDE EXPANDED METAL MESH ON INTERIOR SIDE OF CMU WALL TO COVER

DRAINAGE OPENING.

7 EXISTING MECH UNIT TO BE RELOCATED - SEE MECH

8 RELOCATED MECH UNIT - SEE MECH

9 CONC SPLASHBLOCK

10 CONC HOUSEKEEPING PAD - SEE STR

11 EXISTING DOWNSPOUT WITH UNDERGROUND STORM PIPING - CONTRACTOR TO

AVOID REMOVAL OR MODIFICATION IF POSSIBLE

12 EXISTING TREE TO REMAIN - PROVIDE PROTECTIVE FENCING AT DRIPLINE OF TREE

13 EXISTING FORT WALL WALK TO REMAIN

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. 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.

E. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE, AND

REMOVAL OF ALL CONSTRUCTION BARRIERS.

F. TEMPORARILY SHORE AND BRACE STRUCTURE AT ALL BEARING WALL DEMOLITION

LOCATIONS UNTIL NEW PERMANENT STRUCTURE IS ESTABLISHED. SEE

STRUCTURAL.

G. REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED

PROJECT, BUT CONFLICTING WITH NEW FINISHES.

H. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DEMOLITION, INCLUDING, BUT NOT LIMITED TO, ALL CONCRETE SLAB REMOVAL AND

REPLACEMENT.

I. REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION

REQUIRED TO ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED

EQUIPMENT.

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. FINISHED FLOOR ELEVATION (FFE) IS 110'-3", TYPICAL U.N,O.

F. 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.

G. INTERIOR DOORS WITH THE HINGE-SIDE SHOWN CLOSE TO CORNERS SHALL BE

LOCATED 4 INCHES FROM ADJACENT WALL UNLESS NOTED OTHERWISE

H. CHANGES IN FLOOR MATERIALS SHALL OCCUR UNDER DOORS.

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

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

INDICATED.

L. PROVIDE FIRE TREATED 2x6 OR LARGER WOOD BLOCKING IN WALLS AND FURRING

SPACES AS REQUIRED FOR MOUNTING OF ALL WALL SUPPORTED ITEMS. WHETHER

OR NOT DETAILED ON THE DRAWINGS, THE CONTRACTOR SHALL COORDINATE AND

INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS

AS REQUIRED FOR THE INSTALLATION OF WALL MOUNTED OR SUSPENDED

MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT. THESE ITEMS

INCLUDE, BUT ARE NOT LIMITED TO, DOOR WALL STOPS, FIRE EXTINGUISHER

CABINETS, CONTROL PANELS, FIRE ALARM PANELS AND MASTER CLOCKS, ETC.

P. PROVIDE CONTROL JOINT AT EACH SIDE OF DOOR FRAME, TYPICAL.

Q. ALL CONTROL JOINTS (CJ) SHALL BE CAULKED AT EXTERIOR WALL LOCATIONS AND

RAKED BACK 3/4 INCH AT ALL INTERIOR JOINTS UNLESS OTHERWISE NOTED.

R. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED, CUT,

CORED, OR ALTERED IN ANY WAY TO ACCOMMODATE NEW CONSTRUCTION.

S. CONTRACTOR SHALL VERIFY CMU WALLS HAVE NO CHIPPED EDGES AND THAT

JOINTS HAVE BEEN TOOLED TO REMOVE ALL EXCESS MORTAR AND ARE READY TO

RECEIVE PAINT. CONTRACTOR SHALL APPROVE WALLS TO RECEIVE PAINT PRIOR TO

HAVING PAINTER INSPECT FOR APPROVAL.

T. PATCH ALL CONCRETE SLAB LOCATIONS DEMOLISHED TO INSTALL NEW

STRUCTURAL, MECHANICAL, OR ELECTRICAL WORK.

U. SEE SHEET A301 FOR DOOR AND ROOM FINISH SCHEDULES.

V. PROVIDE FIRE EXTINGUISHERS (FE) AS SHOWN ON DRAWINGS. FIRE EXTINGUISHERS

SHALL COMPLY WITH NFPA 10. FIRE EXTINGUISHERS SHALL BE MULTIPURPOSE DRY-

CHEMICAL TYPE, UL-RATED, 2A/10BC, WITH SURFACE MOUNTED BRACKET AND

DECAL SIGNAGE.

D1 SAWCUT AND REMOVE EXISTING WALL CONSTRUCTION AS REQ'D FOR NEW DOOR

OPENING. PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND

SOILING. PROVIDE LINTEL - SEE STR

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A 00

ARCHITECTURAL INFO SHEET

07310007FOSM- 2- A 00 ARCHITECTURAL INFO SHEET

W. CONTROL JOINTS AT CMU WALLS SHALL BE PROVIDED PER NCMA SPACING AND

STANDARDS AND RECEIVE BACKER ROD AND SEALANT. PROVIDE CONTROL JOINTS

AS INDICATED ON THE PLANS. SEE DETAIL 6/A301 FOR TYPICAL JOINT.

FE

23'-4" 5'-0"

COOLING

TOWER

ENCLOSURE

BOILER SHED

A101

A1013

A101

100-1

101-1

100-2

101-2

A101

EXISTING

MAINTENANCE

BUILDING

D1

D1

DS

T.O. SLAB

ELEV:110'-3"

T.O. SLAB

ELEV: 110'-1"

T.O. SLAB

ELEV: 110'-2"

T.O. SLAB

ELEV: 110'-0"

T.O. SLAB

ELEV: 110'-1"

T.O. SLAB

ELEV: 110'-1"

T.O. SLAB

ELEV: 110'-0"

T.O. SLAB

ELEV: 110'-1"

T.O. SLAB

ELEV: 109'-11"

10'-0" 2'-8" 10'-8"

A101

13 ±

± 12'-6"

/8

FIRST FLOOR

110' - 3"

A101

T.O. CMU

120' - 3"

COOLING TOWER -

SEE MECH

PREFIN MET

COPING

CMU - PAINTED TO

MATCH EXISTING

CONC FTG - SEE STR

DRAINAGE

OPENING W/

EXPANDED METAL

MESH

4'-8"

CJCJ

FIRST FLOOR

110' - 3"

T.O. CMU

120' - 3"

COOLING TOWER -

SEE MECH

PREFIN MET

COPING

CMU - PAINTED TO

MATCH EXISTING

CONC FTG - SEE STRHM DOOR & FRAME -

PAINTED, TYP

101-2 100-2

EXISTING

BUILDING BEYOND

10'-8" CJ

A101

A102

A102ROOF

TERMINATION

BEYOND - SEE

6/A102

FIRST FLOOR

110' - 3"

A101

T.O. CMU

120' - 3"

CMU - PAINTED TO

MATCH EXISTING

CONC FTG - SEE STR

PREFIN MET

GUTTER &

DOWNSPOUT

4'-8"

CJCJ

FIRST FLOOR

110' - 3"

T.O. CMU

120' - 3"

COOLING TOWER -

SEE MECH

PREFIN MET

COPING

CMU - PAINTED TO

MATCH EXISTING

CONC FTG - SEE STR

BOND BEAM - SEE

STR

CONC SLAB - SEE STR

1/4" / 12"

PREFIN MET

GUTTER

MEMBRANE

ROOF

PREFIN MET TRIM

CMU -

PAINTED

TO MATCH

EXISTING

MECH EQUIP -

SEE MECH

A102

A102

A102

FIRST FLOOR

110' - 3"

T.O. CMU

120' - 3"

CONC SLAB - SEE STR

EXIST FTG

EXIST CMU WALL

MEMBRANE ROOF

EXIST ROOF &

GUTTER

A102

1044 North 115th Street | Suite 300

Omaha, NE 68154

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A101

FLOOR PLAN, ELEVATIONS &

BUILDING SECTION

07310007FOSM- 2- A101 FLOOR PLAN, ELEVATIONS & BUILDING SECTION

1 MECH EQUIP - SEE MECH

2 FLOOR SINK - SEE MECH

4 STRUCTURAL STOOP - SEE STR

5 SURFACE MOUNTED FIRE EXTINGUISHER (FE) - MOUNT 48" TO HIGHEST

OPERABLE PART TO RELEASE FROM MOUNTING BRACKET

6 PROVIDE EXPANDED METAL MESH ON INTERIOR SIDE OF CMU WALL TO

COVER DRAINAGE OPENING.

7 EXISTING MECH UNIT TO BE RELOCATED - SEE MECH

8 RELOCATED MECH UNIT - SEE MECH

9 CONC SPLASHBLOCK

10 CONC HOUSEKEEPING PAD - SEE STR

11 EXISTING DOWNSPOUT WITH UNDERGROUND STORM PIPING -

CONTRACTOR TO AVOID REMOVAL OR MODIFICATION IF POSSIBLE

12 EXISTING TREE TO REMAIN - PROVIDE PROTECTIVE FENCING AT DRIPLINE

OF TREE

13 EXISTING FORT WALL WALK TO REMAIN

REF. NOTES ( ):X

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

FLOOR PLAN - BOILER ROOM & COOLING TOWER ENCLOSURE

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

ELEVATION - WEST

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

ELEVATION - NORTH

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

ELEVATION - EAST

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

BUILDING SECTION

TRUE

NORTH

REF. DEMO NOTES ( ):DX

D1 SAWCUT AND REMOVE EXISTING WALL CONSTRUCTION AS REQ'D FOR

NEW DOOR OPENING. PROTECT CONSTRUCTION INDICATED TO REMAIN

AGAINST DAMAGE AND SOILING. PROVIDE LINTEL - SEE STR

PLAN

NORTH

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

WALL SECTION @ EXISTING

UP

B.O. PANEL

6" AFF

T.O. CMU

120' - 3"

OPEN TO BELOW ATTIC - SEE MECHMECH MEZZANINE

TYP, UNO

8'-0"

4'-0" 4'-0"

EXISTING WALL SURFACE

7/8" HAT CHANNEL - SPACING AND

ATTACHMENT PER ACOUSTIC PANEL

MANUF INSTRUCTIONS

2'x4'x2" CEMENTITIOUS WOOD FIBER

ACOUSTIC PANEL

T Y

P

PREFIN MET FLASHING W/ CLEAT

CONT TREATED WD

BLOCKING

CONT SEALANT

EACH SIDE

ANCHOR BLOCKING

TO CMU - SEE STR

BOND BEAM - SEE

STR

CMU WALL

BEYOND

FLASH JOINT

WEATHER-TIGHT

ROOF MEMBRANE

1/4:12 TAPERED RIGID

INSUL - 1" MIN THICKNESS

1/2" GYPSUM BOARD

SUBSTRATE

STL DECK - SEE STR

LT GUAGE JOISTS -

SEE STR

ANCHOR BLOCKING TO

CMU - SEE STR

PREFIN MET FLASHING

CONT SEALANT

CONT TREATED WD

BLOCKING

MEMBRANE FLASHING

BOND BEAM - SEE STR

MEMBRANE FLASHING

PREFIN MET

GUTTER AND

DOWNSPOUT

CONT

SEALANT

ROOF MEMBRANE

1/4:12 TAPERED RIGID

INSUL - 1" MIN THICKNESS

1/2" GYPSUM BOARD

SUBSTRATE

STL DECK - SEE STR

LT GUAGE JOISTS - SEE STR

BOND BEAM - SEE STR

CONT TREATED

WD BLOCKING

PREFIN MET

COUNTER

FLASHING

ANCHOR BLOCKING TO

CMU - SEE STR

HANGER STRAP

T.O. CMU

120' - 3"

CONT SEALANT

EXIST CMU WALL

STAINLESS STEEL

TERMINATION BAR

STAINLESS STEEL

FASTENER W/

NEOPRENE WASHER

CONT WATER STOP

MEMBRANE

FLASHING

1/4:12 TAPERED

RIGID INSUL - 1" MIN

THICKNESS

STL DECK - SEE STR

6" MET STUD - SEE STR

CONT SEALANT

CONT WATER STOP

STAINLESS STEEL

FASTENER W/

NEOPRENE WASHER

STAINLESS STEEL

COUNTER FLASHING

ROOF MEMBRANE

1/4:12 TAPERED RIGID

INSUL - 1" MIN THICKNESS

1/2" GYPSUM BOARD

SUBSTRATE

STL DECK - SEE STR

LT GUAGE JOISTS -

SEE STR

ANCHOR BLOCKING TO

CMU - SEE STR

PREFIN MET FLASHING

CONT SEALANT

CONT TREATED WD

BLOCKING

BOND BEAM - SEE STR

V A

R

IE

S

1044 North 115th Street | Suite 300

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A102

MEZZANINE PLAN

07310007FOSM- 2- A102 MEZZANINE PLAN

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

FLOOR PLAN - VISITOR CENTER MEZZANINE

1 MECH EQUIP - SEE MECH

3 ACOUSTICAL PANEL - SEE SPECS

REF. NOTES ( ):X

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

ACOUSTIC PANEL ATTACHMENT

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

CMU WALL CAP

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

MEMBRANE ROOF - HIGH SIDE

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

MEMBRANE ROOF - GUTTER

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

DETAIL @ TERMINATION

DATE INITIAL

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

MEMBRANE ROOF - CURB

2" SEE SCHEDULE 2"

S E

E S

C H

E D

U L E

2" SEE SCHEDULE 2"

S E

E S

C H

E D

U L E

F1

HOLLOW METAL

F2

HOLLOW METAL

SEE SCHEDULE

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

4" 6"

F NV

HM FRAME

(PAINT)

-GROUT FULL

DOOR - SEE

SCHED.

SEALANT

BOTH SIDES

BOND BEAM - SEE STR

SEALANT BOTH

SIDES

CMU WALL

HM FRAME (PAINT)

-GROUT FULL

DOOR - SEE

SCHED.

DOOR - SEE SCHED

THRESHOLD SET IN SEALANT

STRUCTURAL STOOP - SEE STR

1/2" EXPANSION JOINT

HM FRAME

(PAINT)

DOOR - SEE

SCHED.

SEALANT

BOTH SIDES

STEEL BEAM

LINTEL - SEE STR

CMU SOAPS - BOTH

SIDES OF STL LINTEL

SEALANT BOTH

SIDES

EXIST CMU WALL

HM FRAME (PAINT)

DOOR - SEE

SCHED.

GROUT CMU CELL

CLOSED CELL BACKER ROD

W/ SEALANT - @ EXPOSED

TO VIEW LOCATIONS ONLY

REINFORCED CMU JAMB

BLOCK, GROUT SOLID,

SEE ELEV. FOR TYPE -

SEE STR

RUBBER CONTROL JOINT

DUR-O-WALL NO. 6 OR

APPROVED EQUAL

CLOSED CELL BACKER ROD

W/ SEALANT - @ EXPOSED

TO VIEW LOCATIONS ONLY

3/8"

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A301

SCHEDULES, DOOR AND

WINDOW DETAILS

07310007FOSM- 2- A301 SCHEDULES, DOOR AND WINDOW DETAILS

DOOR & FRAME TYPES

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

ROOM SCHEDULE

ROOM NO ROOM NAME

FLOOR

MATL

FLOOR

FINISH

BASE

MATL

CEILING NORTH WALL EAST WALL SOUTH WALL WEST WALL

REMARKSHEIGHT MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL FINISH

100 COOLING TOWER

ENCLOSURE

CONC SEALED -- -- -- -- CMU P CMU P CMU P EXIST EXIST

1, 2

101 BOILER SHED CONC SEALED -- VARIES EXP STR -- CMU P CMU P CMU P EXIST EXIST 1, 2

DOOR SCHEDULE

DOOR NO

DOOR SIZE DOOR FRAME DETAIL

SET NO REMARKSWIDTH HEIGHT THICK TYPE MATL GLASS TYPE MATL HEAD JAMB JAMB SILL

100-1 3' - 0" 7' - 0" 0' - 1 3/4" F HM -- F2 HM 4/A301 5/A301 5/A301 -- 2 1, 2

100-2 PR 3' - 0" 7' - 0" 0' - 1 3/4" F HM -- F2 HM 1/A301 2/A301 2/A301 3/A301 1 1

101-1 3' - 0" 7' - 0" 0' - 1 3/4" F HM -- F2 HM 4/A301 5/A301 5/A301 -- 3 1

101-2 PR 3' - 0" 7' - 0" 0' - 1 3/4" F HM -- F2 HM 1/A301 2/A301 2/A301 3/A301 1 1, 2

DOOR SCHEDULE REMARKS

1. INTRUSION ALARM - COORDINATE DOOR HARDWARE W/ NPS ALARM PROVIDER FOR INSTALLATION AND WIRING REQUIREMENTS

2. INSULATED

ROOM SCHEDULE REMARKS

1. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED TO MATCH CMU.

2. INTERIOR AND EXTERIOR SIDE OF CMU TO BE PAINTED TO MATCH EXISTING BUILDING.

SCALE: 3" = 1'-0"

HM HEAD @ CMU

SCALE: 3" = 1'-0"

HM JAMB @ CMU

SCALE: 3" = 1'-0"

DOOR SILL

SCALE: 3" = 1'-0"

HM HEAD @ EXIST CMU

SCALE: 3" = 1'-0"

HM JAMB @ EXIST CMU

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

TYPICAL CMU CONTROL JOINT DETAIL

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S 01

STRUCTURAL NOTES

07310007FOSM- 3- S 01 STRUCTURAL NOTES

APPLICABLE CODES AND STANDARDS

2012 INTERNATIONAL BUILDING CODE

1. ACI 318-11 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

2. ACI 530-11 - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

3. AISC 360-10 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

4. AISI S100-07/SI-10 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS, WITH SUPPLEMENT 1,

DATED 2010

DESIGN CRITERIA

FLOOR LIVE LOAD PSF

1. FLOOR 100

ROOF LIVE LOAD PSF

1. ROOF LIVE LOAD (MINIMUM, NON-REDUCIBLE) 20

OTHER LIVE LOADS

1. OFFICE PARTITIONS (LIVE LOAD): 15 PSF

2. PARTITIONS (LATERAL LOAD): 5 PSF

3. RAILING (LATERAL LOAD AT TOP): 50 PLF OR 200 LB

4. MECHANICAL EQUIPMENT ROOM 150 PSF OR EQUIP.

WEIGHT IF GREATER

ROOF SNOW LOAD

1. GROUND SNOW LOAD (Pg): 10 PSF

2. FLAT-ROOF SNOW LOAD (Pf): 15 PSF

3. RAIN ON SNOW SURCHARGE: 5 PSF

4. DRIFT SNOW LOAD PER ASCE 7-10

5. SNOW EXPOSURE FACTOR (Ce): 1.0

6. SNOW LOAD IMPORTANCE FACTOR (I): 1.0

7. THERMAL FACTOR (Ct): 1.1

WIND DESIGN DATA

1. ULTIMATE DESIGN WIND SPEED (Vult): 115 MPH

2. NOMINAL DESIGN WIND SPEED (Vasd): 90 MPH

3. RISK CATEGORY: II

4. WIND EXPOSURE: CATEGORY C

5. INTERNAL PRESSURE COEFFICIENT (GCpi): +/-0.18

6. COMPONENTS AND CLADDING DESIGN WIND PRESSURE:

A. ROOF - ZONE 1 26.4 PSF

B. ROOF - ZONE 2 31.3 PSF

C. ROOF - ZONE 3 31.3 PSF

D. WALL - ZONE 4 26.9 PSF

E. WALL - ZONE 5 29.9 PSF

EARTHQUAKE DESIGN DATA

1. SEISMIC IMPORTANCE FACTOR (I): 1.0

2. RISK CATEGORY: II

3. 0.2 SEC SPECTRAL RESPONSE ACCELERATION (SS): 0.172

4. 1.0 SEC SPECTRAL RESPONSE ACCELERATION (S1): 0.092

5. SITE CLASS: D

6. 0.2 SEC SPECTRAL RESPONSE COEFFICIENT (SDS): 0.183

7. 1.0 SEC SPECTRAL RESPONSE COEFFICIENT (SD1): 0.144

8. SEISMIC DESIGN CATEGORY: C

9. BASIC SEISMIC-FORCE-RESISTING SYSTEM:

A. CMU SHEAR WALLS

10. DESIGN BASE SHEAR (V): 0.57 KIPS

11. SEISMIC RESPONSE COEFFICIENT (CS): 0.092

12. RESPONSE MODIFICATION FACTOR (R): 2.0

13. ANALYSIS PROCEDURE USED:

A. EQUIVALENT LATERAL FORCE PROCEDURE

STRUCTURAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE

BUILDING CODE.

2. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS

A COMPLETED STRUCTURE

A. APPLICATION OF ANY LOADS TO THE PARTIALLY COMPLETED

STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO

INCLUDED IN THE DESIGN OF THE SHORING, BRACING, FORMWORK,

AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR

CONSTRUCTION OF THE STRUCTURE.

B. WHERE CONSTRUCTION MATERIAL AND EQUIPMENT ARE TEMPORARILY

STORED ON THE ROOF OR FLOOR FRAMING, THEY SHALL BE

DISTRIBUTED SO THAT THE DESIGN LIVE LOAD AT THE LOADED AREA IS

NOT EXCEEDED.

C. DO NOT BACKFILL AGAINST WALLS OR OTHER STRUCTURAL ELEMENTS

UNTIL SUCH ELEMENTS HAVE REACHED THEIR INTENDED STRENGTH,

HAVE BEEN ADEQUATELY BRACED, AND/OR HAVE OTHER INTEGRAL

STRUCTURAL ELEMENTS IN PLACE WHICH ARE INTENDED TO RESIST

THE LATERAL EARTH LOADS.

3. LATERAL LOAD RESISTING SYSTEM: ALL LATERAL LOAD RESISTANCE AND

STABILITY IN THE COMPLETED STRUCTURE IS PROVIDED BY:

A. N-S DIRECTION: CMU SHEAR WALL

B. E-W DIRECTION: CMU SHEAR WALL

C. ROOF DIAPHRAGM: METAL ROOF DECK

4. DETAILS ON THE DRAWINGS INDICATED AS "TYPICAL" APPLY IN ALL AREAS

WHERE CONDITIONS SIMILAR TO THE DETAIL OCCUR.

5. THE STRUCTURAL DRAWINGS ARE NOT INTENDED FOR USE AS SHOP

ERECTION DRAWINGS. REPRODUCTION OF THESE DRAWINGS IN LIEU OF

PREPARATION OF SHOP ERECTION DRAWINGS SIGNIFIES THE USERS'

ACCEPTANCE THAT ALL INFORMATION SHOWN IS CORRECT AND

APPROPRIATE FOR SHOP DRAWINGS AND THAT THE USER WILL BE FULLY

RESPONSIBLE FOR EXPENSES THAT MAY OCCUR FROM SAID ACCEPTANCE.

6. UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR

FUTURE FLOORS, ROOFS, OR OTHER LOADS.

MATERIAL DATA

CONCRETE AND REINFORCING

1. CONCRETE STRENGTH (f'c @ 28 DAYS)

A. FOOTINGS 4,500 PSI

B. GRADE SUPPORTED SLABS 4,500 PSI

2. CEMENT TYPE: PORTLAND TYPE I

3. AGGREGATES

A. NORMAL WEIGHT, 1 1/2" MAX. SIZE - ASTM C33

B. PROVIDE AGGREGATES FREE OF MATERIALS WITH DELETERIOUS

REACTIVITY TO ALKALI IN CEMENT, FROM A SINGLE SOURCE WITH

DOCUMENTED SERVICE RECORD DATA OF AT LEAST 10 YEARS

SATISFACTORY SERVICE IN SIMILAR APPLICATIONS AND SERVICE

CONDITIONS USING SIMILAR AGGREGATES AND CEMENTITIOUS

MATERIALS.

4. REINFORCING STEEL ASTM A615, GRADE 60

5. REINFORCING STEEL ASTM A706, WELDABLE

6. WELDED WIRE FABRIC ASTM A185

7. PREFORMED EXPANSION JOINT (1/2") ASTM D1751

MASONRY

1. MASONRY STRENGTH (f'm @ 28 DAYS) 1,500 PSI

2. CONCRETE UNITS ASTM C90 NORMAL

WEIGHT

3. UNIT COMPRESSIVE STRENGTH 1,900 PSI (BASED ON

NET AREA)

4. MORTAR TYPE ASTM C270, TYPE S

5. GROUT TYPE ASTM C476, 3/8" MAX.

AGGREGATE SIZE

6. MORTAR STRENGTH (28 DAYS) 1,800 PSI

7. GROUT STRENGTH (28 DAYS) ASTM C476 - 2,000 PSI

8. WIRE REINFORCING ASTM A82, STD. LADDER

TYPE - 9 GAUGE ZINC

COATED PER ASTM A116 -

(DUR-O-WALL OR

APPROVED EQUAL @ 16"

O.C. VERTICAL SPACING)

STEEL

1. STRUCTURAL STEEL (WIDE FLANGES) ASTM A992, GRADE 50

2. STRUCTURAL STEEL (ALL OTHER TYPES) ASTM A36

3. ANCHOR RODS ASTM F1554, GRADE 55

WITH WELDING

SUPPLEMENT S1

4. LIGHT GAUGE STEEL STUDS/JOISTS

A. 12 TO 16 GAUGE (G60 GALV.) ASTM A1003 GRADE ST50H

(Fy=50 KSI)

B. 18+ GAUGE (G60 GALV.) ASTM A1003 GRADE ST33H

(Fy=33 KSI)

GEOTECHNICAL

1. BASIS OF DESIGN: THE FOUNDATION SYSTEM DESIGN IS BASED ON THE

PRESUMPTIVE LOAD BEARING VALUES OF SOILS LISTED IN TABLE 1806.2 OF

THE INTERNATIONAL BUILDING CODE.

2. FOUNDATION SYSTEM: SHALLOW FOOTINGS

3. MAXIMUM ALLOWABLE SOIL BEARING CAPACITY 1,500 PSF

4. LATERAL EARTH PRESSURE:

A. PASSIVE RESISTANCE 180 PCF

B. ACTIVE PRESSURE 50 PCF

C. AT-REST PRESSURE 65 PCF

5. SUBGRADE PREPARATION:

A. HEAVILY ORGANIC OR ROOT INFESTED TOPSOIL SHALL BE EXCAVATED

AND DISCARDED OR STOCKPILED FOR LATER USE IN COVERING

FINISHED LANDSCAPED AREAS AFTER CONSTRUCTION. REMOVE

TOPSOIL TO A MINIMUM DEPTH OF 8 INCHES. DEEPER STRIPPING SHALL

BE DONE IF ORGANIC MATERIALS REMAIN BELOW A DEPTH OF 8

INCHES.

B. REMOVE ALL EXISTING STRUCTURES TO BE DEMOLISHED PRIOR TO

GRADING. THIS INCLUDES PAVING, SIDEWALKS, AND OTHER

MISCELLANEOUS SMALL STRUCTURES.

6. STRUCTURAL FILL REQUIREMENTS:

A. CLEAN, INORGANIC, LOW TO MEDIUM PLASTICITY LEAN CLAY (CL) OR

SILT (ML), OR A COMBINATION OF THESE TWO MATERIALS

B. MAXIMUM LIQUID LIMIT (LL) 45

C. MAXIMUM PLASTICITY INDEX 22

D. WATER CONTENT (% OF OPTIMUM) +/-3%

E. MAXIMUM LOOSE LIFT 8"

F. MINIMUM COMPACTION 95% (STANDARD

PROCTOR TEST

ASTM D-698)

7. SPREAD FOOTINGS SHALL BE PLACED ON NEAT, CLEAN AND DRY

EXCAVATIONS. EXTREME CARE SHALL BE TAKEN WHEN EXCAVATING NEAR

THE BEARING SURFACE. FOOT TRAFFIC SHALL BE KEPT TO A MINIMUM

NECESSARY TO PLACE THE FOOTING REINFORCEMENT AND CONCRETE.

8. CONTRACTOR SHALL PROVIDE FOR ADEQUATE DRAINAGE OF SURFACE

WATER AWAY FROM THE STRUCTURE AND EXCAVATED AREAS DURING

CONSTRUCTION. THIS INCLUDES NECESSARY PUMPING, TRENCHING,

BACKFILL AND/OR DIKE CONSTRUCTION.

9. GRANULAR SUBBASE UNDER SLAB ON GRADE:

A. MINIMUM THICKNESS SEE PLAN

B. MINIMUM COMPACTION 95% (STANDARD

PROCTOR TEST

ASTM D-698)

C. GRADATION REQUIREMENTS

a. 100% PASSING THE 3/4" SIEVE

b. LESS THAN 15% PASSING THE 100 SIEVE

c. LESS THAN 2% PASSING THE 200 SIEVE

CAST-IN-PLACE CONCRETE

(REFERENCE SPECIFICATION SECTION 033000 IN PROJECT MANUAL)

GENERAL CONCRETE REQUIREMENTS

1. CONCRETE BATCH DESIGN(S) SHALL BE PROPORTIONED AND PRODUCED IN

ACCORDANCE WITH ACI 318, IN PARTICULAR CHAPTER 5, AND ACI 301. MIX

AND DELIVER IN ACCORDANCE WITH ASTM C94.

2. CONCRETE STRENGTH: SEE MATERIAL DATA NOTES & SPECIFICATION

SECTION 033000

3. SLUMP LIMITS: SEE SPECIFICATION SECTION 033000

4. MAXIMUM W/C RATIO: SEE SPECIFICATION SECTION 033000

5. AIR ENTRAINMENT: SEE SPECIFICATION SECTION 033000

6. ADMIXTURES: SEE SPECIFICATION SECTION 033000

7. FLY ASH: SEE SPECIFICATION SECTION 033000

8. CONCRETE TO CONCRETE COLD JOINTS - PROVIDE 1/4" INTENTIONALLY

ROUGHENED SURFACE AT ALL HORIZONTAL JOINTS.

9. EXPOSED CORNERS: PROVIDE A 3/4" CHAMFER AT ALL EXPOSED

CONCRETE CORNERS.

10. CURING: SEE SPECIFICATION SECTION 033000

11. REINFORCING BAR WELDING: ABSOLUTELY NO WELDING OF REINFORCING

BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED

WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER.

12. MINIMUM CONCRETE CLEAR COVER:

A. FOOTINGS

a. TOP 2"

b. BOTTOM 3"

c. SIDES 3"

B. INTERIOR SLABS (TOP) SEE TYPICAL SLAB JOINT DETAIL

ON SHEET S2-01

C. EXTERIOR SLABS (TOP) 2"

D. OTHER COVER REQUIREMENTS SHALL BE AS NOTED IN APPLICABLE

DETAILS.

13. NON-METALLIC, SHRINKAGE-RESISTANT GROUT: SEE SPECIFICATION

SECTION 051200

SLAB ON GRADE REQUIREMENTS

1. SLAB THICKNESS: SEE PLAN

2. SLAB REINFORCING: SEE PLAN

3. GRANULAR SUBBASE: SEE GEOTECHNICAL NOTES

4. VAPOR RETARDER: SEE SPECIFICATION SECTION 033000. LAP AND TAPE

ALL JOINTS AND HOLES.

5. CRACK CONTROL JOINTS (WHETHER CONSTRUCTION JOINTS OR SAWED

JOINTS) IN SLABS ON GRADE SHALL OCCUR AS SHOWN AND ACROSS ALL

DOOR OPENINGS. LOCATE JOINTS AT RE-ENTRANT CORNERS OF SLABS.

A. MAXIMUM SPACING OF CONTROL JOINTS: 12 FEET

6. CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A

MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT. APPROVED CURING: SEE

SPECIFICATION SECTION 033000

7. SEAL ALL EXPOSED CONSTRUCTION/CRACK CONTROL JOINTS.

A. SEALANT: SEE ARCHITECTURE.

8. FLOOR FINISH & FLATNESS CRITERIA: SEE SPECIFICATION SECTION 033000

ANCHORAGE REQUIREMENTS

1. HEADED CONCRETE ANCHORS (HCA): AUTOMATICALLY END WELDED IN THE

SHOP OR FIELD IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS. ANCHOR WELDS SHALL BE TESTED PER AWS

SECTION 7.7.

2. POST-INSTALLED MECHANICAL ANCHORS: INSTALL USING MINIMUM

TORQUE, EMBEDMENTS, EDGE DISTANCES AND SPACING (UNLESS

OTHERWISE NOTED) AS RECOMMENDED BY THE ANCHOR MANUFACTURER.

3. POST-INSTALLED ADHESIVE ANCHORS: INSTALLATION TO MEET

MANUFACTURER'S RECOMMENDATIONS (UNLESS NOTED OTHERWISE)

INCLUDING MINIMUM EMBEDMENTS, EDGE DISTANCES, SPACING,

PROCEDURES, AND CURING TIME PRIOR TO LOADING.

4. POST-INSTALLED ANCHORS SHALL BE LOCATED PER THE DETAILS.

5. AVOID CUTTING OR DAMAGING EXISTING REINFORCING. SHOULD

LOCATIONS OF DRILLED HOLES BE FOUND DIRECTLY ALIGNED WITH

REINFORCING BARS, NOTIFY ENGINEER FOR NECESSARY ADJUSTMENTS TO

THE DESIGN.

UNIT MASONRY

(REFERENCE SPECIFICATION SECTION 042000 IN PROJECT MANUAL)

1. DESIGN CRITERIA: MASONRY SHALL BE CONSTRUCTED PER THE

REQUIREMENTS OF ACI 530.

2. UNIT TYPES: SEE SPECIFICATION SECTION 042000

3. UNIT COMPRESSIVE STRENGTH: SEE MATERIAL DATA NOTES AND

SPECIFICATION SECTION 042000

4. MORTAR: SEE MATERIAL DATA NOTES AND SPECIFICATION SECTION 042000

5. GROUT: SEE MATERIAL DATA NOTES AND SPECIFICATION SECTION 042000

6. CMU REINFORCING: UNLESS NOTED OTHERWISE, REINFORCE ALL CMU

WALLS WITH VERTICAL #5 @ 32" O.C. FILL ALL REINFORCED CELLS WITH

GROUT. MINIMUM GROUT BETWEEN MASONRY AND REINFORCING SHALL

BE 1/2". MINIMUM GROUT BETWEEN PAIRS OF REINFORCING BARS SHALL

BE 3/4".

A. PROVIDE #5 VERTICAL REINFORCING AT THE FOLLOWING LOCATIONS:

a. AT ALL CORNERS OF CMU WALLS

b. AT ALL ENDS OF CMU WALLS

c. EACH SIDE OF CONTROL JOINTS

d. EACH SIDE OF WALL OPENINGS

B. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CONTROL JOINTS.

7. BOND BEAMS

A. LOCATED AT TOP OF ALL CMU WALLS AND WHERE INDICATED IN

DETAILS

B. MINIMUM DEPTH UNLESS OTHERWISE NOTED = 8".

C. REINFORCING - (2) #4 CONTINUOUS. LAP SPLICE = 28 IN.

D. CORNER DOWELS - (2) #4 RIGHT ANGLE DOWELS THAT LAP A MINIMUM

OF 2'-0" WITH ADJACENT BOND BEAM REINFORCING. IF BOND BEAMS AT

INTERSECTING WALLS MEET AT DIFFERENT ELEVATIONS, EXTEND BOTH

BOND BEAMS AROUND INTERSECTING CORNER TO FIRST INTERIOR

REINFORCED CELL, BUT NOT LESS THAN 4 FEET.

E. EXTEND BOND BEAMS THROUGH CONTROL JOINTS, BUT INTERRUPT

BOND BEAM REINFORCING AT CONTROL JOINTS.

8. LINTEL BEARING: PROVIDE A MINIMUM OF 8 INCHES BEARING AT EACH END.

9. CONTROL JOINTS: EXCEPT WHERE OFFSETS OR SLIP JOINTS ARE SHOWN,

CONTROL JOINTS SHALL BE A CONTINUOUS VERTICAL LINE FROM TOP OF

FOOTING TO TOP OF MASONRY WALL. SPACE CONTROL JOINTS AS

FOLLOWS:

A. INTERIOR WALLS 36 FT. O.C. MAX.

B. EXTERIOR WALLS 24 FT. O.C. MAX.

STEEL DECKING

(REFERENCE SPECIFICATION SECTION 053100 IN PROJECT MANUAL)

1. DECK GOVERNING CRITERIA: THE DESIGN, FABRICATION, AND ERECTION OF

METAL DECKING SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION

OF THE SDI SPECIFICATIONS AND THE SDI DIAPHRAGM DESIGN MANUAL.

2. ROOF DECK CONNECTIONS: ROOF DECKING SHALL BE CONNECTED TO THE

STRUCTURE AS INDICATED IN THE ROOF DECK SCHEDULE. MAINTAIN

OVERALL STRUCTURAL BRACING UNTIL ALL DECKING HAS BEEN INSTALLED.

3. DECK PROTECTION: SEE SPECIFICATION SECTION 053100

STRUCTURAL STEEL FRAMING

(REFERENCE SPECIFICATION SECTION 051200 IN PROJECT MANUAL)

GENERAL STRUCTURAL STEEL REQUIREMENTS

1. DESIGN CRITERIA: STRUCTURAL STEEL SHALL BE INSTALLED PER THE

REQUIREMENTS OF AISC 360.

2. STRUCTURAL STEEL GRADES: SEE MATERIAL DATA NOTES AND

SPECIFICATION SECTION 051200

3. ANCHOR AND BOLT GRADES: SEE MATERIAL DATA NOTES AND

SPECIFICATION SECTION 051200

4. WELD ELECTRODES: SEE MATERIAL DATA NOTES AND SPECIFICATION

SECTION 051200

5. BEARING CONNECTIONS: UNLESS OTHERWISE NOTED, ALL BEAM

CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR BEARING CONNECTIONS

IN ACCORDANCE WITH THE AISC "SPECIFICATIONS FOR STRUCTURAL

JOINTS USING ASTM A325 OR A490 BOLTS."

6. DESIGN OF CONNECTIONS: BEAM CONNECTIONS SHALL BE AS DETAILED ON

THE PLANS. ALTERNATIVE CONNECTIONS, DESIGNED BY A LICENSED

ENGINEER FOR THE FABRICATOR, MAY BE UTILIZED PROVIDED THE

ALTERNATIVE CONNECTION PROVIDES THE SAME LOAD CARRYING

CAPACITY OF THE ORIGINAL DESIGN.

7. SPLICES: STEEL FABRICATOR SHALL VERIFY WITH ENGINEER ALL BEAM

SPLICES OTHER THAN THOSE SHOWN ON THE PLANS. ANY FULL

PENETRATION SHOP SPLICES APPROVED BY THE ENGINEER SHALL BE

INSPECTED BY RADIOGRAPHIC METHODS BY A TESTING LABORATORY

APPROVED BY THE ENGINEER AND PAID FOR BY THE FABRICATOR.

8. OPPOSING CONNECTIONS: WHERE BEAMS ARE BOLTED ON TWO SIDES OF

A COMMON PLATE OR WEB, THE CONNECTIONS SHALL BE DETAILED WITH

AN ADDITIONAL ROW OF BOLTS ON ONE SIDE THAT IS NOT SHARED WITH

THE OTHER SIDE TO ALLOW INDEPENDENT BOLTING DURING ERECTION.

9. STEEL PROTECTION: ALL STRUCTURAL STEEL SHALL BE CLEANED AND

PAINTED WITH PRIMER PER SPECIFICATION SECTION 051200, UNLESS

NOTED OTHERWISE.

10. SHOP DRAWINGS: SEE SPECIFICATION SECTION 051200 FOR SUBMITTAL

REQUIREMENTS.

11. SLIDE BEARINGS: WHERE SHOWN ON THE DRAWINGS, TEFLON SLIDE

BEARING PADS SHALL BE PROVIDED. BEARING PADS SHALL BE DURA-SLIDE

AS MANUFACTURED BY TOBI ENGINEERING, INC. OR APPROVED EQUAL.

12. WELDING: ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS

PER AWS STANDARD QUALIFICATION PROCEDURES.

13. COMPLETE PENETRATION WELDS: COMPLETE PENETRATION WELDED

CONNECTIONS SHALL BE PROVIDED WHERE INDICATED. A MINIMUM OF 10%

OF ALL FIELD AND SHOP FULL PENETRATION WELDS SHALL BE TESTED BY

X-RAY OR ULTRASONIC PROCEDURES. (SEE SPECIFICATIONS FOR OTHER

TESTING.)

L -1

L -1

C .J

C

.J

T.O. SLAB

EL. SEE ARCH.

EL. = SEE PLAN

FIN. FLOOR

EL. = SEE PLAN

T.O.F.

@ 16" O.C.

600S250-43 LIGHT GAUGE JOISTS

OPEN

S101

S101

S101 5

S101 5

S101

GB1-6

GB1-6

GB1-6

G B

-6

S101

S101

TYP.

GRANULAR FILL

UNDISTURBED SOIL

CONC. SLAB - SEE PLAN

EQUIPMENT - SEE PLAN

12" DEEP CONCRETE FOUNDATION PAD

W/ #5 @ 12" O.C. E.W. TOP & BOTTOM

NOTES:

1. CONTRACTOR SHALL ANCHOR EQUIPMENT PER EQUIPMENT

MANUFACTURER REQUIREMENTS USING HILTI KWIK BOLT III

EXPANSION ANCHORS OR HILTI HIT-HY 200 EPOXY ANCHORS.

2. CONTRACTOR SHALL VERIFY AND COORDINATE LENGTH AND

WIDTH OF PAD WITH EQUIPMENT MANUFACTURER.

3. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENING

SIZES AND LOCATIONS REQUIRED IN FOUNDATION PAD.

PROVIDE DOWEL TO MATCH

AND LAP VERT. WALL REINF.

PAVING OR

FINISHED GRADE

AS OCCURS

CENTERLINE OF CMU WALL

= CENTERLINE OF FOOTING

CONC. FOOTING -

SEE PLAN & SCHED.

FOR SIZE & REINF.

GROUT BOTTOM

COURSE SOLID

CMU WALL - SEE PLAN &

SCHED. FOR SIZE & REINF.

1/2" EXPANSION JOINT

CONC. SLAB ON

GRADE - SEE PLAN

CMU WALL - SEE

PLAN AND SCHED.

FOR SIZE AND REINF.

ROOFING AND INSULATION -

SEE ARCH.

METAL DECKING - SEE PLAN &

SCHED. FOR SIZE & ATTACH.

LIGHT GAUGE

JOIST - SEE PLAN

CONT. RIM TRACK

8" BOND COURSE W/ (2)

#4 CONT. - GROUT SOLID

CONT. L4X4X3/8 ANGLE

W/ 1/2" DIA. HILTI KIWK

BOLT 3 ANCHORS @ 24"

O.C. (3 1/2" EMBED.)

(2) #10 SCREWS

@ EACH JOIST

CONT. 2X PLATE W/ 1/2" DIA.

HILTI KIWK BOLT 3 ANCHORS

@ 24" O.C. (3 1/2" EMBED.)

CMU WALL - SEE PLAN AND

SCHED. FOR SIZE AND REINF.

ROOFING AND INSULATION -

SEE ARCH.

METAL DECKING - SEE PLAN &

SCHED. FOR SIZE & ATTACH.

LIGHT GAUGE

JOIST - SEE PLAN

ATTACH JOIST TO CMU W/ (2)

HILTI X-U KNURLED SHANK

FASTENERS @ 12" O.C.

8" BOND COURSE W/ (2)

#4 CONT. - GROUT SOLID

CONT. 2X PLATE W/ 1/2" DIA.

HILTI KIWK BOLT 3 ANCHORS

@ 24" O.C. (3 1/2" EMBED.)

W8X15 STEEL LINTEL

3/4" BEARING PLATE OVER 3/4" NON-

SHRINK GROUT W/ (2) 1/2" DIA. HILTI

HIT-HY 270 EPOXY ANCHORS IN LONG

SLOTTED HOLES (4 1/2" EMBED.)

GROUT MASONRY CELL

BELOW LINTEL BEARING

SOLID (FULL HEIGHT)

EXIST. CMU

TOOTH IN NEW CMU

JAMB BLOCK EACH

END OF OPENING NEW WALL OPENING -

SEE ARCH. FOR EXTENTS

5/16" STEEL PLATE WHERE CMU

EXTENDS BEYOND BEAM FLANGE BY

MORE THAN 3/4" ON EITHER SIDE -

PLATE WIDTH SHALL BE 1" LESS THAN

WALL THICKNESS (FIELD VERIFY)

1 1/2" SOLID BLOCKS TO COVER

BEAM WHEN EXPOSED TO VIEW

(NOT SHOWN FOR CLARITY)

REMOVE AND REPLACE ADDITIONAL CMU

ABOVE WALL OPENING AS REQUIRED

FOR INSTALLATION OF STEEL LINTEL

EXISTING CMU WALL

ROOFING AND INSULATION -

SEE ARCH.

METAL DECKING - SEE PLAN &

SCHED. FOR SIZE & ATTACH.

LIGHT GAUGE

JOIST - SEE PLAN

ATTACH JOIST TO EXISTING

CMU W/ (2) HILTI X-U KNURLED

SHANK FASTENERS @ 12" O.C.

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

241749

00000

FORT SMITH NATIONAL HISTORIC SITE

301 PARKER AVE

FORT SMITH, AR 72901C

U s e rs \e h o ff \D o c u m e n ts

\R e v it te m p \0

-S T

R U

C

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-F O

S M e h o ff s c h e m m e r.

c o m .r v t

ECH

ECH

KMW

01/03/2020

07310.007

S101

PLANS & DETAILS

07310007FOSM- 3- S101 PLANS & DETAILS

PLAN NOTES:

REF. NOTES ( ):X

1 STRUCTURAL STOOP - SEE SHEET S102 FOR TYPICAL DETAIL. REFERENCE

ARCHITECTURAL DRAWINGS FOR STOOP DIMENSIONS.

2 4" CONCRETE SLAB ON GRADE W/ 6X6 W2.9XW2.9 W.W.F. OVER 4"

GRANULAR FILL. - TYP. REFERENCE ARCH DRAWINGS FOR SLOPE

REQUIREMENTS AS NEEDED.

3 'C.J.' INDICATES CONTROL JOINT - SEE TYPICAL DETAIL ON SHEET S201

4 DRILL & EPOXY LONG. FOOTING REINF. INTO EXIST FOOTING (6" MIN.

EMBED.)

5 1 1/2" 'B' 22 GA. METAL ROOF DECK. SEE METAL ROOF DECK SCHEDULE

FOR MORE INFORMATION

6 MECHANICAL EQUIPMENT MAX OPERATING WEIGHT OF 12,000 LBS.

7 EXISTING DOWNSPOUT WITH UNKNOWN PIPING LOCATION. CONTRACTOR

SHALL TAKE CARE TO CONSTRUCT FOOTINGS AROUND PIPE PER TYPICAL

DETAIL ON S201.

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES.

B. REFERENCE SHEET S201 FOR TYPICAL DETAILS NOT NECESSARILY

INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. TOP OF FOOTING (T.O.F.) ELEVATION IS 109’-7”, TYPICAL U.N.O.

E. FINISHED FLOOR ELEVATION (F.F.E.) IS 110’-3”, TYPICAL U.N.O.

F. GRADE BEAMS ARE REQUIRED AT ALL EXTERIOR WALLS. BOTTOM OF

GRADE BEAM SHALL HAVE A MINIMUM DEPTH OF 24” BELOW EXTERIOR

GRADE.

G. STRUCTURAL STOOPS ARE REQUIRED AT ALL EXTERIOR SWING DOORS.

SEE TYPICAL DETAIL ON SHEET S201.

H. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

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

FRAMING PLAN

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

FOUNDATION PLAN

GRADE BEAM SCHEDULE

MARK WIDTH DEPTH LONGITUDINAL REINFORCING STIRRUPS

GB1-6 1' - 6" 2' - 0" (3) #5 BARS BOT., (3) #5 BARS TOP #4 @ 24" O.C.

MASONRY WALL REINF. SCHEDULE

MARK WIDTH

REINFORCING

VERTICAL HORIZONTAL

A 0' - 8" #5 @ 32" O.C. MAX. LADDER TYPE - 2 - W1.7 WIRES @ 16" O.C.

MASONRY LINTEL SCHEDULE

MARK BEARING REINFORCING

L-1 8" 16" BOND BEAM W/ (2) #5 CONT. @ BOT.

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

EXTERIOR EQUIPMENT PAD DETAIL

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

EXTERIOR MASONRY WALL AT CONCRETE GRADE BEAM

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

LIGHT GAUGE JOIST BEARING AT CMU WALL

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

LIGHT GAUGE JOIST AT CMU WALL

METAL DECKING SCHEDULE

LOCATION

DEPTH

(IN.)

GAUGE MIN. I MIN. S FINISH

CONNECTION TO

SUPPORTING MEMBERS

(#12 TEK SCREWS)

SIDE LAPS

(#10 SCREWS)

REMARKS

ROOF 1 1/2 22 0.155 0.186 GALVANIZED 36/4 PATTERN

(1) SIDE LAP FASTENERS

#10 TEK SCREWS - EA.

JOIST SPACE

TYPE "B"

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

STEEL LINTEL ABOVE NEW OPENING IN EXISTING MASONRY WALL

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

SECTION AT EXISTING WALL

NOTE: PROVIDE TYPE 'A' WALLS AT ALL CMU WALLS, TYPICAL U.N.O.

OPTION 'A': LEAN CONCRETE FILL OPTION 'B': STRUCTURAL SLAB

CONC. FOOTING -

SEE PLAN & SCHED.

FOR SIZE & REINF.

1/2" EXPANSION JOINT

6" CONC. W/ #4

@ 12" O.C. E.W.

LEAN CONCRETE FILL

SEE PLANS FOR

REQUIRED WIDTH

OF EACH STOOP

1/2" EXPANSION JOINT

SEE PLAN

S L O

P E

V O

ID

SEE PLAN

S L O

P E

CONC. FOOTING -

SEE PLAN & SCHED.

FOR SIZE & REINF.

1/2" EXPANSION JOINT 4 1/2" CONC. W/ #4 @ 12" O.C.

E.W. OVER 1 1/2", 'C', 20 GA.

GALV. (G90) METAL DECKING

(6" TOTAL THICKNESS)

EXTERIOR PAVING

(SEE CIVIL)

1/2" EXPANSION JOINT

#4 BENTS @ 1'-0"

O.C. ALL SIDES TYP.

18"

8"

8" X 3'-4" CONC. FTG. W/

(2) #5 TOP & BOTTOM &

#4 VERT. @ 24" O.C.

T

T /4

3/16".

TYPICAL CONTROL JOINT (C.J.)

TYPICAL KEYED CONSTRUCTION JOINT

SAWCUT JOINT & SEAL

SPECIFIED SLAB

REINFORCEMENT

- SEE PLAN

5/8" DIA. DOWELS

@ 12" O.C. X 1'-6"

SEALANT

NOTES:

1. ALL FLOOR SLABS SHALL BE PLACED IN PAVING LANE PATTERN. A MAXIMUM

JOINT SPACING OF 12'-0" U.N.O. AND A MAXIMUM SLAB PANEL ASPECT RATIO

(LENGTH/WIDTH) OF 1.5 SHALL BE OBSERVED.

2. ALL JOINTS TERMINATING A POUR SHALL BE KEYED CONSTRUCTION JOINTS.

3. TIME SAW CUTTING OPERATION TO PRECLUDE SHRINKAGE, CRACKING AND

DISLODGING OF AGGREGATE.

T /3

VERTICAL REINF. TO

MATCH AND LAP VERT.

WALL REINF.

GROUT FULL DEPTH

OF LINTEL, USE OPEN

END UNITS

REINF. PER

SCHEDULE

"P E

R S

C H

E D

L

IN

T E

L D

E P

T H

TYPICAL CMU LINTEL

2' - 0".

C.J.

TOP OF MASONRY

WALL SUPPORT

VERT. REINF. IN

GROUTED CELLS

FULLY GROUTED

BLOCK UNDER BRG.

6'-0" LENGTH OF

HORIZ. JOINT REINF.

IN FIRST COURSE

LINE BELOW LINTEL

16 OZ. COPPER SHEET CUT

BACK 1/2" FROM FACES OF

BLOCK (AT C.J. ONLY)C.J.

MASONRY OR

STEEL LINTEL

BOND BEAM ABOVE

STEEL LINTELS ONLY

BEARING LENGTH

SPAN

NOTE:

SEE LINTEL SCHEDULE FOR

REQUIRED BEARING LENGTH.

DOOR, WINDOW, OR

OTHER OPNG. PER

ARCH. DRAWINGS

SINGLE BAR

DOUBLE BAR

< MAX. SPACING

E Q

E

Q

FULLY GROUTED CELLS

END OF WALL,

CORNER OF WALL,

OR CONTROL JOINT

NOTE:

SPLICE VERTICAL

BARS A MIN. 48 BAR

DIAMETERS

D

D

< MAX. SPACING

STAGGER SPLICES 24

BAR DIAMETERS IN 8"

NOMINAL WALLS

FULLY GROUTED CELLS

END OF WALL,

CORNER OF WALL,

OR CONTROL JOINT

NOMINAL WALL

THICKNESS

D (INCHES)

ALLOWABLE

TOLERANCE

8" 5.25 +/- 1/2"

10" 7.25 +/- 1/2"

12" 9.00 +/- 3/4"

BAR…