ARCHITECTURAL MECHANICAL

STRUCTURAL ELECTRICAL

ARCHITECTURAL DESIGN, FIRE PROTECTION DESIGN, MECHANICAL,

ELECTRICAL, AND PLUMBING ENGINEERING

STRANG, INC.

STRUCTURAL ENGINEERING

MP-SQUARED STRUCTURAL ENGINEERS, LLC

LANDSCAPE ARCHITECTURE

SAIKI DESIGN, INC.

TECHNOLOGY DESIGN

NETWORK TECHNOLOGIES, INC.

DESIGN TEAM PROJECT IMAGE

SHEET INDEX

STAMPS

SITE LOCATION MAP

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4402 BRANDT ROAD

MADISON, WI 53718 PROJECT NO. : 2024131

DANE COUNTY DEPT OF WASTE & RENEWABLES - EDUCATION AND

ADMIN CENTER

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AG000

GENERAL

AG000 TITLE SHEET

AG001 GENERAL INFORMATION

AG002 LIFE SAFETY PLAN & CODE INFORMATION

AG003 FIRST FLOOR LIFE SAFETY PLAN

AG004 SECOND FLOOR LIFE SAFETY PLAN

STRUCTURAL

AS001 STRUCTURAL NOTES

AS002 STRUCTURAL NOTES AND SCHEDULES

AS003 SPECIAL INSPECTION

AS004 SPECIAL INSPECTION CONT.

AS101 FOUNDATION PLAN

AS201 SECOND FLOOR FRAMING PLAN

AS301 ROOF FRAMING PLAN

AS302 MECHANICAL SCREENWALL FRAMING

AS401 MASONRY WALL ELEVATIONS

AS501 CONCRETE DETAILS

AS502 CONCRETE DETAILS

AS503 CONCRETE DETAILS

AS601 MASONRY DETAILS

AS602 MASONRY DETAILS

AS801 STEEL DETAILS

AS802 STEEL DETAILS

AS803 STEEL DETAILS

AS804 STEEL DETAILS

ARCHITECTURAL

AA001 PARTITION, WALL AND ROOF TYPES

AA002 INTERIOR FINISH SCHEDULE

AA003 DOOR SCHEDULES AND DOOR & FRAME TYPES

AA004 INTERIOR DOOR AND FRAME DETAILS

AA005 EXTERIOR STOREFRONT ELEVATIONS

AA006 EXTERIOR CURTAINWALL ELEVATIONS

AA201 FIRST FLOOR PLAN

AA202 SECOND FLOOR PLAN

AA210 ROOF PLAN

AA261 FIRST FLOOR INTERIOR FINISH PLAN

AA262 SECOND FLOOR INTERIOR FINISH PLAN

AA271 FIRST FLOOR SIGNAGE PLAN

AA272 SECOND FLOOR SIGNAGE PLAN

AA301 FIRST FLOOR REFLECTED CEILING PLAN

AA302 SECOND FLOOR REFLECTED CEILING PLAN

AA401 EXTERIOR ELEVATIONS

AA402 EXTERIOR ELEVATIONS

AA403 EXTERIOR ELEVATIONS

AA410 EXTERIOR SIGNAGE ELEVATIONS

AA501 BUILDING SECTIONS

AA502 BUILDING SECTIONS

AA511 WALL SECTIONS

N

AA512 WALL SECTIONS

AA513 WALL SECTIONS

AA514 WALL SECTIONS

AA515 WALL SECTIONS

AA601 PARTIAL FLOOR PLANS

AA602 ENLARGED RESTROOM AND LOCKER ROOM PLANS

AA603 ENLARGED STAIR AND ELEVATOR PLANS

AA604 STAIR AND ELEVATOR SECTIONS

AA605 STAIR AND ELEVATOR SECTIONS

AA606 ENLARGED PLANS - STAIR B

AA620 ENLARGED CANOPY PLANS

AA621 ENLARGED CANOPY PLANS

AA701 INTERIOR ELEVATIONS

AA702 INTERIOR ELEVATIONS

AA703 INTERIOR ELEVATIONS

AA704 INTERIOR ELEVATIONS

AA705 INTERIOR ELEVATIONS

AA706 INTERIOR ELEVATIONS

AA801 EXTERIOR OPENING DETAILS

AA802 EXTERIOR OPENING DETAILS

AA803 EXTERIOR OPENING DETAILS

AA804 EXTERIOR SECTION DETAILS

AA805 EXTERIOR SECTION DETAILS

AA806 EXTERIOR SECTION DETAILS

AA807 EXTERIOR SECTION DETAILS

AA808 EXTERIOR ROOF SCREEN AND SCREEN WALL DETAILS

AA809 EXTERIOR PLAN DETAILS

AA810 EXTERIOR PLAN DETAILS

AA901 INTERIOR DETAILS

AA902 INTERIOR DETAILS

AA903 INTERIOR DETAILS

AA904 INTERIOR DETAILS

AA905 INTERIOR DETAILS

AA906 INTERIOR DETAILS

AA907 INTERIOR DETAILS

AA908 INTERIOR DETAILS

AA909 INTERIOR SIGNAGE DETAILS

FURNITURE

AF001 EQUIPMENT SCHEDULE

AF201 FIRST FLOOR FURNITURE & EQUIPMENT PLAN

AF202 SECOND FLOOR FURNITURE & EQUIPMENT PLAN

FIRE PROTECTION

AFP001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

AFP201 FIRST FLOOR FIRE PROTECTION PLAN - ADMINISTRATION BUILDING

AFP202 SECOND FLOOR FIRE PROTECTION PLAN - ADMINISTRATION BUILDING

PLUMBING

AP001 PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

AP200U UNDERSLAB PLUMBING PLAN - ADMINISTRATION BUILDING

AP201 FIRST FLOOR PLUMBING WASTE PLAN - ADMINISTRATION BUILDING

AP202 SECOND FLOOR PLUMBING WASTE PLAN - ADMINISTRATION BUILDING

AP203 ROOF PLUMBING PLAN - ADMINISTRATION BUILDING

AP301 FIRST FLOOR PLUMBING SUPPLY PLAN - ADMINISTRATION

AP302 SECOND FLOOR PLUMBING SUPPLY PLAN - ADMINISTRATION BUILDING

AP701 PLUMBING ISOMETRIC - WASTE

AP702 PLUMBING ISOMETRIC - SUPPLY

AP703 PLUMBING ISOMETRIC - STORM

AP801 PLUMBING DETAILS - ADMINISTRATION BUILDING

AP802 PLUMBING DETAILS - ADMINISTRATION BUILDING

AP803 PLUMBING DETAILS - ADMINISTRATION BUILDING

AP901 PLUMBING SCHEDULES - ADMINISTRATION BUILDING

AP902 PLUMBING SCHEDULES - ADMINISTRATION BUILDING

MECHANICAL

AM001 MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

AM201 FIRST FLOOR MECHANICAL PLAN

AM202 SECOND FLOOR MECHANICAL PLAN

AM203 ROOF MECHANICAL PLAN

AM301 FIRST FLOOR MECHANICAL PIPING PLAN

AM302 SECOND FLOOR MECHANICAL PIPING PLAN

AM701 MECHANICAL CONTROL DIAGRAMS

AM801 MECHANICAL DETAILS

AM802 MECHANICAL DETAILS

AM901 MECHANICAL SCHEDULES

AM902 MECHANICAL SCHEDULES

PROJECT LOCATION

MADISON

IMAGE IS FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTIION.

ELECTRICAL

AE001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

AE201 FIRST FLOOR ELECTRICAL LIGHTING PLAN

AE202 SECOND FLOOR ELECTRICAL LIGHTING PLAN

AE301 FIRST FLOOR ELECTRICAL POWER PLAN

AE302 SECOND FLOOR ELECTRICAL POWER PLAN

AE303 ROOF ELECTRICAL POWER PLAN

AE304 ROOF ELECTRICAL SOLAR PV PLAN

AE401 FIRST FLOOR ELECTRICAL FIRE ALARM PLAN

AE402 SECOND FLOOR ELECTRICAL FIRE ALARM PLAN

AE501 ELECTRICAL SECTIONS / ELEVATIONS

AE601 ENLARGED ELECTRICAL PLANS

AE701 ELECTRICAL ONE-LINE DIAGRAM

AE801 ELECTRICAL DETAILS

AE901 ELECTRICAL PANELBOARD SCHEDULES

AE902 ELECTRICAL PANELBOARD SCHEDULES

AE911 ELECTRICAL LIGHTING SCHEDULES

AE912 ELECTRICAL LIGHTING SCHEDULES

AE921 ELECTRICAL POWER SCHEDULES

TECHNOLOGY

AT000 PROJECT REQUIREMENTS & SPECIFICATIONS

AT001 PROJECT REQUIREMENTS & SPECIFICATIONS

AT002 SYMBOLS & LEGENDS

AT003 SYMBOLS & LEGENDS

AT004 SYMBOLS & LEGENDS

AT005 COMPONENTS SPECIFICATIONS & NOTES

AT201 FIRST FLOOR PLAN

AT202 SECOND FLOOR PLAN

AT800 ENLARGED EQUIPMENT ROOM LAYOUTS

AT900 EQUIPMENT RACK DETAILS

AT901 SECURITY SYSTEM DETAILS

AT902 ENLARGED MECHANICAL PLANS

AT903 ENLARGED MECHANICAL PLANS

AUDIO/VISUAL

ATA000 PROJECT REQUIREMENTS & SPECIFICATIONS

ATA001 PROJECT REQUIREMENTS & SPECIFICATIONS

ATA002 SYMBOLS & LEGENDS

ATA003 SYMBOLS & LEGENDS

ATA201 FIRST FLOOR PLAN

ATA202 SECOND FLOOR PLAN

ATA301 FIRST FLOOR REFLECTED CEILING PLAN

ATA302 SECOND FLOOR REFLECTED CEILING PLAN

ATA700 ONE-LINE DIAGRAM

ATA701 ONE LINE DIAGRAM

ATA702 ONE LINE DIAGRAM

ATA703 ONE LINE DIAGRAM

ATA704 ONE LINE DIAGRAM

ATA900 DETAILS

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DETAIL REFERENCE

Detail Number

Sheet Number

SECTION REFERENCE

Section Number

Sheet Number

BUILDING SECTION REFERENCE

Building Section Number

Sheet Number

INTERIOR ELEVATION

Interior Elevation Number

Sheet Number

EXTERIOR ELEVATION

Exterior Elevation Number

Sheet Number

ROOM NAME/

ROOM NUMBER

PARTITION TYPE

SPECIFIC ELEVATION NOTE

SPECIFIC PLAN NOTE

CEILING TYPE AND HEIGHT

WINDOW/BORROWED LIGHT TYPE

VERTICAL ELEVATION

COLUMN GRID NUMBER

REVISION

(Cloud Around Revision)

NAME

ELEVATION

ROOM NAME

RM ##

BL-#

SPECIFIC DEMOLITION NOTE#

TYPE

HT

ELEV

TYPE

CURTAINWALL / STOREFRONT

TYPE AND ELEVATION

EXTERIOR WALL AND ROOF

SYSTEM TYPE

WS-#

RS-#

PRECAST CONCRETE

CONCRETE MASONRY UNIT (SECTION)

BRICK (SECTION)

STEEL (SECTION)

RIGID INSULATION (SECTION)

EXTERIOR INSULATION AND FINISH SYSTEM (ELEVATION)

PLYWOOD (SECTION)

GRANULAR FILL

SOIL, INFILL

SOIL, UNDISTURBED

6" MAX

3' - 0" MIN 3' - 6" MIN

12" MAX

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NOTE:

- ALL FIXTURE MOUNTING INSTALLATION & CLEARANCE DIMENSIONS SHALL MEET ALL ADA

ACCESSIBILITY STANDARDS AND NO ACCESSORY SHALL PROJECT MORE THAN 4" FROM WALL.

- PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED EQUIPMENT, ACCESSORIES, AND

CABINETRY AS REQUIRED; INCLUDING OWNER ITEMS.

- ALL ITEMS SHOWN ARE NOT NECESSARILY IN THIS PROJECT.

ELONGATED RIM

GRAB BAR (GB)

1' - 6"1' - 6"

18" GRAB BAR (GB)

WATER CLOSET URINAL

2'

3' - 5 1/2"

TOILET PAPER

DISPENSER (TPD)

GRAB BAR (GB)

3'

3' - 3 1/2"

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3'

2'

0"

2'

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M

IN

MIRROR (MIR)

BOTTOM OF

APRON

INSULATE PIPE DRAIN &

HOT WATER SUPPLY @

ALL SINKS WHERE P.LAM

PANEL IS NOT SHOWN

3'

SOAP DISPENSER (SD)

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2'

PAPER TOWEL DISPENSER /

RECEPTACLE (PTD/R)

SANITARY NAPKIN DISPENSER (SND)

SANITARY NAPKIN

RECEPTACLE (SNR)

T O

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3'

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2'

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ELECTRIC WATER

COOLER (EWC)

ACCESSORIES

B .O

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2'

FIRE EXTINGUISHER

CABINET (FEC)

5' -0

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0L B

4' -0

M

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0L B

FIRE

EXTINGUISHER (FE)

SANITARY NAPKIN

RECEPTACLE (SNR)

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1' - 6"

BACK WALL

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3" -6

1'

M

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CONTROLS

AREA

1' - 3" MAX 4"

CONTROL WALL

3' - 0"

3'

3'

4' - 4"

4" MAX

CLEAR FLOOR

SPACE

BACK WALL

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ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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AG001

# POUND, NUMBER

& AND

< ANGLE

@ AT

A-100 A LABEL - 100 MINUTE FIRE RATING

B-90 B LABEL - 90 MINUTE FIRE RATING

C-45 C LABEL - 45 MINUTE FIRE RATING

D-20 D LABEL - 20 MINUTE FIRE RATING

Ø DIAMETER, ROUND, PHASE

AB ANCHOR BOLT

ABBR ABBREVIATION

ACB ACOUSTICAL CEILING BAFFLE

ACOUS ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACR ACRYLIC, ACRYLIC MARKER BOARD

ADJ ADJUSTABLE, ADJACENT

AFF ABOVE FINISH FLOOR

AFS AIR FLOW STATION

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL, ARCHITECT

ASPH ASPHALT

AV AIR VALVE

AWP ACOUSTICAL WALL PANEL

BAF BAFFLES

BD BOARD

BHD BULKHEAD

BITUM BITUMINOUS

BL BORROWED LITE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BULLNOSE

BO BOTTOM OF

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSC BIO-SAFETY CABINET

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

BTW BETWEEN

BUR BUILT-UP ROOF

C CONVECTOR, CHANNEL

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH COAT HOOK

CHBD CHALKBOARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLOS CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONJ CONSTRUCTION JOINT

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTROL

CONTR CONTRACTOR

CORR CORRIDOR

CPT SHEET CARPETING

CR CARD READER

CS CAST STONE

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSINK

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CYL CYLINDER

D DEPTH

DBA DECK BEARING ANGLE

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DO OVER, DITTO

DP DAMPPROOFING

DR DOOR

DS DOWNSPOUT

DSD DUCT SMOKE DETECTOR

DT DRAIN TILE

DTL DETAIL

DWG DRAWING

DWL DOWEL

E EAST

EA EACH, EXHAUST AIR

EC ELECTRICAL CONTRACTOR, EXPOSED CONCRETE

EF EXHAUST FAN

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ABBREVIATIONS MATERIAL LEGEND

SYMBOL LEGEND

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRIC PANEL, EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXP EXPANSION

EXPO EXPOSED

EXST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK, FLOOR BOX

FCTY FACTORY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTIINGUISHER CABINET

FF FINISH FLOOR

FFLR FITNESS FLOOR

FH FUME HOOD, FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

FLUOR FLUORESCENT

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOS FACE OF STUD

FPRF FIREPROOFING

FRP FIBERGLASS REINFORCED PLASTIC, FIBERGLASS

REINFORCED PANELING

FRT FIRE RETARDANT

FRZ FREEZER

FT FOOT, FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

FV FIELD VERIFY

G GAS

GA GAUGE

GALV GALANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GMGS GLASS MAT GYPSUM SHEATING

GND GROUND

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HIGH

HB HOSE BIBB

HBD HARDBOARD

HC HOLLOW CORE

HDWD HARDWOOD

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPC HIGH PERFORMANCE COATING

HR HOUR

HSS HOLLOW STRUCTURAL STEEL

HT HEIGHT

HVAC HEATING, VENTILATION, & AIR CONDITIONING

HWD HARDWOOD

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IMP INSULATED METAL PANEL

INSUL INSULATION

INT INTERIOR

ITD IMPACT TRAFFIC DOOR

JAN JANITOR

JBE JOIST BEARING ELEVATION

JT JOINT

KIT KITCHEN

KO KNOCKOUT

KP KICK PLATE

KS KNEE SPACE

L LENGTH, ANGLE

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVT LUXURY VINYL TILE

LWC LIGHT WEIGHT CONCRETE

MATL MATERIAL

MAX MAXIMUM

MB MOP BASIN

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE, MOP HOLDER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

ML&P METAL LATH & PLASTER

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MUL MULLION

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NON POTABLE WATER

NTS NOT TO SCALE

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

OHCD OVERHEAD COILING DOOR

OHSD OVERHEAD SECTIONAL DOOR

OP OPERABLE PARTITION

OPG OPENING

OPNG OPENING

OPP OPPOSITE

OPP-H OPPOSITE HAND

PA PUBLIC ADDRESS

PC PLUMBING CONTRACTOR

PCON POLISHED CONCRETE

PDO POWER DOOR OPERATOR

PERP PERPENDICULAR

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PT PAINT

PTD PAPER TOWEL DISPENSER

PTD/R PAPER TOWEL DISPENSER / RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVT PAVER TILE

QSM QUARTZ SURFACING MATERIAL

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RB RESILIENT BASE

RBC RESILIENT BASE COVED

RBS RESILIENT BASE STRAIGHT

RD ROOF DRAIN

REF REFERENCE, REFRIGERATOR

REFR REFRIGERATOR

REINF REINFORCED

REM REMOVE

REQ REQUIRED

REQD REQUIRED

RF RESINOUS FLOORING

RM ROOM, RATED METAL

RO ROUGH OPENING

RSF RUBBER SHEET FLOORING

RSF RUBBER SHEET FLOORING

RT RUBBER TILE

RTF RUBBER TILE FLOORING

RUB RUBBER

RWD REDWOOD

S SOUTH, SINK, SUPPLY

S&V STAIN & VARNISH

SAB SOUND ATTENUATION BLANKET

SAN SANITARY

SB SOIL BORING

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCON SEALED CONCRETE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FOOT

SH SHELF

SHR SHOWER

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTACLE

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STONE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SWC SUSPENDED WOOD CEILING

SYM SYMMETRICAL

T TREAD, THRESHOLD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TEL TELEPHONE

TEMP TEMPORARY, TEMPERATURE

TER TERRAZZO

THK THICK

TKBD TACK BOARD

TOB TOP OF BEAM

TOF TOP OF FOOTING

TOS TOP OF STEEL

TPD TOILET PAPER DISPENSER

TRANS TRANSPARENT

TRZ TERRAZZO

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UH UNIT HEATER

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V VENT, VOLT, VALVE

VAC VACUUM

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VSF VINYL SHEET FLOORING

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

TWC TACKABLE WALL COVERING

W WEST, WIDTH, WIDE, WATT, WASTE, WATER

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WM WIRE MESH

WP WATERPROOF, WEATHERPROOF, WALL PROTECTION

WR WATER RESISTANT, WATER RECEPTACLE

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

STANDARD MOUNTING HEIGHTS

N O

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PA

RK

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RE

AD

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CODE INFORMATION

APPLICABLE CODES:

Wisconsin Commercial Building Code Accessibility: ICC/ANSI A117.1-2009 Edition Commercial Building: 2021 IBC as amended Electrical: 2017 NEC as amended Energy Conservation: 2021 IECC as amended Fire Protection: 2021 IFC as amended Mechanical: 2021 IMC as amended Plumbing: 2021 IPC as amended

CLASSIFICATION OF WORK:

New Building

BUILDING AREA:

First Floor 14,484 gross sq. ft.

Second Floor 9,322 gross sq. ft.

Building Total 23,806 gross sq. ft.

BUILDING HEIGHT:

Two stories above grade plane 29'-6" to surface of highest roof 38'-3" to top of highest parapet

PRIMARY BUILDING USES: (IBC 2021 Chapter 3) Mixed-Use

Occupancies Occupancy group Floor area First Floor Break Room Group A-2, Assembly 969 nsf First Floor Assembly Areas & Accessory Storage Group A-3, Assembly 4,793 nsf First Floor Business Areas & Accessory Storage Group B, Business 8,722 gsf Second Floor Business Areas Group B, Business 9,322 gsf

TYPE OF CONSTRUCTION: (IBC 2021 Chapter 6) 5B

FIRE SPRINKLER SYSTEM:

Fully sprinklered per NFPA 13

FIRE ALARM SYSTEM:

Fire Alarm Initiation and Notification Devices

ALLOWABLE AREA CALCULATIONS: (IBC 2021 Table 506.2) 18,000 sq. ft. per floor Allowable Area per A-2/A-3 Occupancy (most restrictive), Fully Sprinklered

ALLOWABLE HEIGHT CALCULATIONS: (IBC 2021 Tables 504.3 and 504.4) 2 stories 60 feet Allowable Height per A-2/A-3 Occupancy (most restrictive), Fully Sprinklered

FIRE RESISTANCE RATINGS: (IBC 2021 Table 601) Fire Resistance Hourly Ratings for Structural Components:

Primary Structural Frame 0 Hour Bearing Walls, Exterior 0 Hour Bearing Walls, Interior 0 Hour Floor Construction 0 Hour Roof Construction 0 Hour

Fire Resistance Hourly Ratings for Separations:

Corridors 0 Hour, building is fully fire sprinklered (IBC 2021 Table 1020.1) Mechanical Room, equipment > 400,000 Btu / hr 0 Hour, building is fully fire sprinklered (IBC 2021 Table 509.1) Laundry Room over 100 sq. ft. 0 Hour, building is fully fire sprinklered (IBC 2021 Table 509.1) Emergency Electrical Room (> 1,000 AMP) 1 Hour (NFPA 110 7.2.3) Interior Exit Stairways 1 Hour, less than four stories (IBC 2021 1023.2)

A-3

A-2

B

EXIT66"

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ACCESSIBLE ROUTE TO ACCESSIBLE PARKING

ACCESSIBLE ROUTES TO PUBLIC WAY

GENERATOR

XFMR

GROUND-MOUNTED

EQUIPMENT SCREEN WALL

DUMPSTERS

BICYCLE RACKS

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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1 FIRST FLOOR LIFE SAFETY PLAN

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UP

A119

MECH/PLBG

A116

ELECTRICAL

A115

SERVER

A111

LOADING

A113

JANITOR

A112

DRY CHEM

A110

MEETING / MORNING

STANDUP

A109

MUD ROOM /

EQUIPMENT

A108

QUIET BREAK

A106

BREAK ROOM

A105

STORAGE

A104

MEETING

A139

LOCKER ROOM

A138

LAUNDRY / PPE

A114

SCADA

A133

CORRIDOR

A132

CORRIDOR

A128

CORRIDOR

A101

PREFUNCTION

A103

STORAGE

A102

MULTIPURPOSE

A100

VESTIBULE

A140

CORRIDOR

A121

RECORDS

A122

WELLNESS / FITNESS

A123

CONFERENCE

A129

WELL

A130

WELL/

MOTHER

A126

ELEVATOR

A125

MEN

A124

GENDER NEUTRAL /

FAMILY

A131

WOMEN

A134

SHOWER

A135

CHANGING

A136

CHANGING

A137

SHOWER

FE

FEC

FEC

FEC

FE

FEC

A107

QUIET BREAK

AED

FA

AED

AED

FA

AEDFA

AED

FAAED

FA

A117

EM ELECTRICAL

A118

STORAGE

A201C

STAIR

A127

STORAGE

A128

CORRIDOR

A120

STAIR B

ASSEMBLY - TABLE & CHAIRS

969 nsf; 65 persons

E X

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EXIT

66"

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EXIT DIST: 172' - 5"

ASSEMBLY - TABLE & CHAIRS

1,412 nsf; 95 persons

ASSEMBLY - GALLERY SPACE

1,719 nsf; 58 persons

ASSEMBLY - TABLES AND CHAIRS

1,421 nsf; 95 persons

FA

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NOT TO SCALE

LIFE SAFETY PLAN LEGEND

FIRE EXTINGUISHER CABINET (FEC)

AND FIRE EXTINGUISHER (FE)

EGRESS WIDTH AND DIRECTION 67" Ø WHEELCHAIR TURNING SPACE

1 HOUR FIRE SEPARATION

FEC FE

EXIT0"##

AED FA OFOI ITEMS: AUTOMATED

EXTERNAL DEFIBRILLATOR

(AED) AND FIRST AID KIT (FA)

30" x 48" CLEAR FLOOR SPACE

FIRST FLOOR PLUMBING FIXTURE CALCULATIONS: (IBC 2021 Table 2902.1)

Type of Use Occupant load Water closets Lavatories Drinking Service fountains sink

Men Women Men Women Men Women

Break Room Areas 33 33 0.44 0.44 0.17 0.17 0.14 1 Assembly Areas 157 157 1.26 2.42 0.79 0.79 0.63 1 Business Areas 8 8 0.32 0.32 0.05 0.05 0.16 1 Storage & Equipment 5 5 0.05 0.05 0.05 0.05 0.01 1

Total required for 3 4 2 2 1 1 First Floor

Total provided for First Floor 5* 7** 3 5 2*** 1

Notes * Provided fixtures are one water closet, two urinals, and two single-occupant gender neutral toilet rooms

** Provided fixtures are four water closets and three single-occupant gender neutral toilet rooms *** In addition to two drinking fountains, filtered water for employees provided via fridge in Break Room

EXIT WIDTH CALCULATIONS: (IBC 2021 Section 1005.3.1 & 1005.3.2)

With Sprinkler System & Emergency Communication System:

Stairs, Required Stairs, Provided Other Egress, Required Other Egress, Provided

63 persons x 98 inches 429 persons x 231 inches

0.2 = 12.6 inches 0.15 = 64.4 inches

OCCUPANT LOAD CALCULATIONS: (IBC 2021 Table 1004.5) First Floor Accessory Storage and Equipment areas 2,942 gsf / 300 = 10 persons

Assembly - Gallery Space 1,674 nsf / 30 = 28 persons

Assembly - Tables and Chairs 3,802 nsf / 15 = 255 persons

Business areas 2,382 gsf / 150 = 16 persons

Exercise & Locker Rooms 1,429 gsf / 50 = 29 persons First Floor Total 368 persons

Second Floor Business Areas 9,322 gsf / 150 = 63 persons

Second Floor Total 63 persons Total 429 persons

CODE INFORMATION

PNTN

SCALE: 1/8" = 1'-0"AG003

1 FIRST FLOOR LIFE SAFETY PLAN

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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OFFICE

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OFFICE

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OFFICE

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EXEC OFFICE

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EXEC OFFICE

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HVAC

A228

COPY/PRINT A221

RR

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RR

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RR

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JANITOR

A205

CONFERENCE

A204

CONFERENCE

A225

OPEN OFFICE

A201

COFFEE

FEC

FEC

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1790.87 SF

A217

TENANT

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ELEVATOR

AED

FA

AED

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FA

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FOCUS

A203

FOCUS

A223

CORRIDOR

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STAIR B

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STAIR A

A214

STAIR VESTIBULE

ROOF BELOW

OPEN TO BELOW

EXIT DIST: 199' - 2"

EXIT33"

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EXIT33"

EXIT44"

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EXIT54"

FA

EXIT PATH CONTINUES ON FIRST FLOOR

STARTING AT THIS POINT. EXITS THE

BUILDING THROUGH VESTIBULE A100

NOT TO SCALE

LIFE SAFETY PLAN LEGEND

FIRE EXTINGUISHER CABINET (FEC)

AND FIRE EXTINGUISHER (FE)

EGRESS WIDTH AND DIRECTION 67" Ø WHEELCHAIR TURNING SPACE

1 HOUR FIRE SEPARATION

FEC FE

EXIT0"##

AED FA OFOI ITEMS: AUTOMATED

EXTERNAL DEFIBRILLATOR

(AED) AND FIRST AID KIT (FA)

30" x 48" CLEAR FLOOR SPACE

SECOND FLOOR PLUMBING FIXTURE CALCULATIONS: (IBC 2021 Table 2902.1)

Type of Use Occupant load Water closets Lavatories Drinking Service fountains sink

Business Areas 63 2.26 1.58 0.63 1

Total required for 3 3 1 1 First Floor

Total provided for First Floor 3* 3 0** 1

Notes * Provided fixtures area three single-occupant gender neutral toilet rooms

** Second floor space for employees only. Filtered water for employees provided via fridge in Break Room

EXIT WIDTH CALCULATIONS: (IBC 2021 Section 1005.3.1 & 1005.3.2)

With Sprinkler System & Emergency Communication System:

Stairs, Required Stairs, Provided Other Egress, Required Other Egress, Provided

63 persons x 98 inches 708 persons x 231 inches

0.2 = 12.6 inches 0.15 = 106.2 inches

OCCUPANT LOAD CALCULATIONS: (IBC 2021 Table 1004.5) First Floor Accessory Storage and Equipment areas 2,942 gsf / 300 = 10 persons

Assembly - Standing Space 1,674 nsf / 5 = 335 persons

Assembly - Tables and Chairs 3,802 nsf / 15 = 255 persons

Business areas 2,382 nsf / 150 = 16 persons

Exercise & Locker Rooms 1,429 gsf / 50 = 29 persons First Floor Total 645 persons

Second Floor Business Areas 9,322 gsf / 150 = 63 persons

Second Floor Total 63 persons Total 708 persons

CODE INFORMATION

PNTN

SCALE: 1/8" = 1'-0"AG004

1 SECOND FLOOR LIFE SAFETY PLAN

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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LOADING

1. DESIGNED IN ACCORDANCE WITH THE CURRENT WISCONSIN COMMERCIAL BUILDING CODE BASED ON

THE 2021 INTERNATIONAL BUILDING CODE.

2. DESIGN LOADS:

A. FLOOR DEAD LOAD:

65 PSF TOTAL

B. ROOF DEAD LOAD:

24 PSF TOTAL (INCLUDES 5 PSF FOR FUTURE SOLAR PANEL ARRAY)

C. FLOOR LIVE LOAD:

50 PSF OFFICE

100 PSF LOBBIES AND FIRST FLOOR CORRIDORS

100 PSF STAIRS AND EXIST WAYS

80 PSF CORRIDORS ABOVE FIRST FLOOR

15 PSF PARTITIONS

D. ROOF LIVE LOAD:

20 PSF REDUCIBLE

E. DESIGN SNOW LOAD:

Pg = 30 PSF Pf = 0.7(Ce)(Ct)(I)(Pg) = 21.0 PSF Ce = 1.0 Cs = 1.0 Ct = 1.0 I = 1.0

DRIFTING & UNBALANCED SNOW: PER CODE, SEE PLAN

F. WIND DESIGN CRITERIA

WIND SPEED = 107 MPH (ULTIMATE)

WIND SPEED = 82.9 MPH (SERVICE)

EXPOSURE = C

I = 1.0 Kzt = 1.0 GCpi = +/- 0.18

G. SEISMIC DESIGN CRITERIA

SEISMIC USE GROUP = II

SITE CLASS = D

SS = 0.076 S1 = 0.048

SDS = 0.081; SD1 = 0.077

SEISMIC DESIGN CATEGORY = B

SEISMIC RESISTING SYSTEM = STRUCTURAL STEEL SYSTEMS NOT SPECIFICALLY

DESIGNED FOR SEISMIC RESISTANCE (R=3.0)

DESIGN BASE SHEAR = 0.027*W

GENERAL

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL CONDITIONS PRIOR TO BIDDING. THIS INCLUDES ENSURING ERECTION CAN BE PERFORMED AS DETAILED ON THE PLANS. IF

MODIFICATIONS ARE NEEDED TO FACILITATE ERECTABILITY THE BIDDING CONTRACTOR SHALL

NOTIFY THE OWNER, ARCHITECT AND ENGINEER AND CLEARLY COMMUNICATE ASSUMPTIONS IN BID DOCUMENTS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REQUIRED

MODIFICATIONS OF THESE PLANS TO FACILITATE ERECTION SEQUENCING ETCETERA.

2. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED

UPON NEW OR EXISTING STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE

DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.

3. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS

RESPONSIBLE FOR HAVING AN INDEPENDENT ENGINEER DESIGN AND FURNISH ALL TEMPORARY

BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S

CONSTRUCTION METHODS AND/OR SEQUENCES. THE STRUCTURAL ENGINEER SEAL ON THESE

DRAWINGS ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND ALL

JOB SITE SAFETY.

5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

CONSTRUCTION. NOTIFY THE ENGINEER AND ARCHITECT OF ANY DISCREPANCY IMMEDIATELY.

6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL BUILDING MATERIALS AND

COMPONENTS. COMPONENT LOCATIONS ARE SHOWN FOR DESIGN INTENT, NOT EXACT LOCATION,

UNLESS NOTED SPECIFICALLY. INDEPENDENTLY PREPARED SHOP DRAWINGS ARE REQUIRED OF

ALL TRADES FOR COORDINATION AND BEST PRACTICE. ERRORS OR OMISSIONS IN INSTALLATION

DUE TO THE CONTRACTOR'S FAILURE TO COORDINATE THE WORK WILL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR

7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS.

A. ALL SHOP DRAWINGS MUST BE THOROUGHLY REVIEWED BY THE CONTRACTOR AND STAMPED

AS REVIEWED PRIOR TO SUBMITTING TO THE ENGINEER FOR FURTHER REVIEW.

B. THE CONTRACTOR SHALL PROVIDE THEIR REVIEWED SUBMITTAL TO THE ENGINEER IN PDF

FORMAT.

C. THE OMISSION OF SHOP DRAWINGS OF ANY MATERIAL SHALL NOT RELIEVE THE CONTRACTOR

OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS.

D. SHOP DRAWINGS SHALL BE FURNISHED TO THE ENGINEER TO ALLOW FOR 10 WORKING DAYS

TO REVIEW AND RETURN.

8. THE ARCHITECT AND PLUMBING DESIGNER SHALL DESIGN AND DETAIL SUITABLE DRAINAGE

SYSTEM INCLUDING SECONDARY DRAINAGE FOR ALL ROOFS NOT DESIGNED TO HAVE RAINWATER

DRAIN OVER A LOW EAVE. IN NO CASE SHALL THE HEIGHT BETWEEN PRIMARY AND SECONDARY

DRAIN EXCEED 2 INCHES.

9. FOR ALL ROOFS WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS HAVING THE SAME SIZE AS PRIMARY ROOF DRAINS SHALL BE INSTALLED WITH INLET FLOW POSITIONED NO MORE THAN 2

INCHES ABOVE THE LOW POINT OF THE ROOF. ALTERNATIVELY, OVERFLOW SCUPPERS HAVING

MINIMUM OF THREE TIMES THE WIDTH OF THE PRIMARY DRAIN AND 4 INCHES HIGH LOCATED NO

MORE THAN 2 INCHES ABOVE THE LOW POINT OF THE ROOF MAY BE USED

MISCELLANEOUS

1. ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS.

CONTRACTOR SHALL CAREFULLY REVIEW AND COMPARE ALL DRAWINGS DURING THE BIDDING

PERIOD AND BEFORE INSTALLATION OF THEIR WORK. ANY INCONSISTENCIES IN THE DRAWINGS

SHALL BE REPORTED PROMPTLY TO THE ENGINEER AND ARCHITECT FOR CLARIFICATION.

2. EVERY EFFORT HAS BEEN MADE TO PROVIDE TO SCALE DRAWINGS, HOWEVER THE DRAWINGS ARE

NOT NECESSARILY TO SCALE - USE GIVEN DIMENSIONS.

3. ALL WINDOW FRAMES SHALL BE INSTALLED TO ALLOW FOR A MINIMUM OF L/600 OR 1/2 INCH

VERTICAL DEFLECTION OF THE HEADER WHICHEVER IS LESS.

4. DIMENSIONS OF EXISTING CONSTRUCTION OR CONSTRUCTION IN PROGRESS SHALL BE VERIFIED AND

COORDINATED PRIOR TO FABRICATION OF STRUCTURAL COMPONENTS.

DELEGATED DESIGN

1. CALCULATIONS AND DRAWINGS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER

IN THE STATE OF PROJECT SHALL BE SUBMITTED TO PROJECT EOR FOR REVIEW PRIOR TO

FABRICATION FOR ALL DELEGATED DESIGN ITEMS.

2. DELEGATED DESIGN ITEMS INCLUDE:

A. OPEN WEB STEEL JOISTS

B. STEEL FRAMED STAIR SYSTEM

C. COLD FORMED STEEL STUD WALL FRAMING

MASONRY CONSTRUCTION

1. MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE

FOLLOWING STANDARDS: ACI - 530, ACI - 530.1

2. STABILITY OF THE MASONRY WALL(S) DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE

GENERAL/ SUB CONTRACTOR UNTIL THE WALLS ARE PROPERLY ATTACHED TO THE FRAMING

SYSTEM.

3. NET COMPRESSIVE STRENGTH FOR INDIVIDUAL MASONRY UNITS SHALL BE NOT LESS THAN

3050 PSI WHEN TESTED IN CONFORMANCE WITH ASTM C140 RESULTING IN A MINIMUM

ALLOWABLE COMPRESSIVE STRENGTH OF MASONRY (f’m) = 2000 PSI.

4. MORTAR SHALL COMPLY WITH ASTM C 270 TYPE M OR S, 75% WATER RETENTION AND 12% AIR

CONTENT.

5. GROUT SHALL COMPLY WITH ASTM C 476 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF

2500 PSI.

6. ALL WALLS SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE ON PLAN.

7. ALL VERTICAL AND HORIZONTAL REINFORCING STEEL BARS IN MASONRY SHALL BE ASTM A615

GRADE 60.

8. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 FOR NORMAL WEIGHT

UNITS. ALL CONCRETE MASONRY UNITS ON EXTERIOR WALLS, REGARDLESS OF EXTERIOR

FINISHES, SHALL BE TYPE 1 (MOISTURE CONTROLLED BLOCK).

9. TEST RESULTS FOR NET COMPRESSIVE STRENGTH MUST BE SUBMITTED FOR REVIEW PRIOR TO

CONSTRUCTION.

10. IN ALL WALLS PROVIDE HORIZONTAL LADDER TYPE JOINT REINFORCEMENT CONSISTING OF 2 -

W1.7 (9GA) WIRES LOCATED AT 16” ON CENTER VERTICALLY OR FROM BOND BEAMS. INSTALL

JOINT REINFORCEMENT IN THE FIRST AND SECOND BED JOINTS IMMEDIATELY ABOVE AND

BELOW WALL OPENINGS. EXTEND THE HORIZONTAL REINFORCEMENT 2 FEET PAST WALL

OPENINGS.

11. ALL HORIZONTAL JOINT REINFORCEMENT SHALL HAVE A MINIMUM OF 3/16” COVER AND BE HOT

DIP GALVANIZED.

12. FOR ALL NON LOAD BEARING MASONRY PARTITION WALLS, PROVIDE FULLY GROUTED

HORIZONTAL BOND BEAMS WITH TWO NUMBER 4 - BARS AT THE TOP OF WALLS, AT 8’ - 0” ON

CENTER AND ABOVE ALL WALL OPENINGS AND STEEL LINTELS.

13. UNLESS NOTED OTHERWISE ON PLANS PROVIDE 2X THE TYPICAL VERTICAL REINFORCING BAR IN

THE FIRST FULL HEIGHT CELL EACH SIDE OF DOOR JAMBS, WINDOW OR WALL OPENINGS,

CONTROL JOINTS OR OTHER DISCONTINUITIES, AND EDGE OF LINTEL BEARING.

14. CELLS UNDER LINTEL BEAMS SPANNING 6’ - 0” OR MORE SHALL BE FULLY GROUTED WITH

TYPICAL VERTICAL REINFORCING.

15. ALL CELLS CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED SOLID WITH 2500 PSI

GROUT. GROUT LIFT HEIGHTS SHALL NOT EXCEED 4’ - 0”, GROUT POUR HEIGHTS SHALL NOT

EXCEED 24’ - 0”. MECHANICAL CONSOLIDATION BETWEEN LIFTS IS REQUIRED. CLEAN OUT

CELLS ARE REQUIRED AT THE BASE OF EACH GROUT POUR THAT EXCEEDS 5’ - 0”.

16. GROUT SHALL BE STOPPED 1.5” FROM COURSING JOINT TO CREATE A KEY AT THE POUR JOINT.

17. REINFORCING BAR SUPPORTS ARE REQUIRED AT TOP, BOTTOM AND 10’ - 0” ON CENTER ALONG

THE LENGTH OF THE BAR. REINFORCING BARS SHALL BE PLACED PRIOR TO GROUTING CELLS.

18. HORIZONTAL REINFORCEMENT EMBEDDED IN GROUT SUCH AS LINTEL BEAMS SHALL HAVE A

CLEAR THICKNESS OF GROUT BETWEEN THE MASONRY UNIT AND THE REINFORCEMENT OF 1/

2”.

19. LINTELS AND BOND BEAMS ARE REQUIRED AT ALL WALL OPENINGS GREATER THAN 8 - INCHES.

20. USE ONLY U SHAPED LINTEL BLOCK FOR MASONRY LINTELS. CENTERLINE OF REINFORCING TO

BE LOCATED MAXIMUM OF 3” UP FROM BOTTOM OF LINTEL BLOCK.

21. ALL BOLTS AND ANCHORS IN MASONRY SHALL BE GROUTED INTO POSITION OR BE INSTALLED IN

SOLID GROUTED MASONRY AS NOTED ON PLAN. ANCHORS SHALL NOT BE INSTALLED IN

UNGROUTED MASONRY UNLESS SPECIFICALLY SHOWN IN DETAILS.

22. FOR ALL LINTEL AND BOND BEAM HORIZONTAL REINFORCING LAP #4 BARS 36” AND ALL #5

BARS 60”. FOR VERTICAL WALL REINFORCING LAP ALL #4 AND #5 BARS 30”. LAP VERTICAL

BARS 36X DIAMETER U.N.O. (#5 = 30”).

23. ALL MASONRY IN CONTACT WITH THE EARTH SHALL BE GROUTED SOLID.

24. SLUMP OF GROUT SHALL BE IN THE RANGE OF 7 TO 11 INCHES

FOUNDATION

1. ALLOWABLE SOIL BEARING CAPACITY = 3,000 PSF

GEOTECHNICAL INFORMATION TAKEN FROM:

SOILS & ENGINEERING SERVICES, INC.

GEOTECHNICAL INVESTIGATION REPORT 25.001

DANE COUNTY SUSTAINABILITY CAMPUS

4402 BRANDT ROAD

MADISON, WI

AUGUST 12, 2025

2. PROJECT GEOTECHNICAL REPORT SUPERSEDES GEOTECHNICAL INFORMATION PROVIDED ON

STRUCTURAL PLANS.

3. THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES

THAT MAY AFFECT ADJACENT EXISTING STRUCTURES, ROADS, OR OTHER SIGNIFICANT

PROPERTY. IT IS THE RESPONSIBILITY OF THE GC TO RETAIN A SPECIALTY FOUNDATION DESIGN

CONSULTANT, GEOTECHNICAL ENGINEER, OR OTHER ENGINEERING CONSULTANT BEFORE

EXCAVATION & AS REQUIRED DURING CONSTRUCTION. THE CONSULTANT SHALL PROVIDE

ENGINEERED SOIL RETENTION/STABILIZATION SYSTEM, INSTALLATION GUIDANCE, AND ADJACENT PROPERTY MONITORING AS NEEDED DURING CONSTRUCTION. THE ARCHITECT AND/OR EOR SHALL BE NOTIFIED IMMEDIATELY IF ADJACENT PROPERTY (FOUNDATION MOVEMENT, CRACKING, ETC) IS

DETECTED.

4. THE BUILDING FINISHED FLOOR ELEVATION IS 100.00 AND EQUALS EL 882.00 ON THE SITE PLAN.

5. GRADE AREAS IN ACCORDANCE WITH ELEVATIONS AND GRADES SHOWN ON THE SITE DRAWINGS AND

AS REQUIRED FOR DRAINAGE.

6. SLAB ON GROUND TO BE CONSTRUCTED ON A MINIMUM OF 6” OF CRUSHED STONE OR GRANULAR FILL COMPACTED TO 95% MODIFIED PROCTOR OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

7. ALL FILL MATERIAL USED IN GRADING OPERATIONS SHALL BE GRANULAR MATERIAL AND BE FREE OF DEBRIS, BOULDERS OR ORGANIC MATERIAL. FILL SHALL BE PLACED IN MAXIMUM OF 12” LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY OR AS DIRECTED BY THE

GEOTECHNICAL ENGINEER.

8. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 4'- 0” BELOW FINISHED GRADE.

9. ALL FOUNDATIONS AND FOOTINGS SHALL BEAR ON NATIVE SOIL OR COMPACTED GRANULAR FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY EQUAL TO THE PRESUMPTIVE CAPACITY ABOVE.

10. THE ENGINEER SHALL BE NOTIFIED IF ACTUAL FIELD CONDITIONS DO NOT MEET BEARING REQUIREMENTS, OR IF QUESTIONABLE SOIL CONDITIONS ARE DISCOVERED INCLUDING BUT NOT

LIMITED TO PEAT AND OTHER HIGH ORGANIC SOILS.

11. ALL BEARING SOIL OR FILL MUST BE PROTECTED FROM FREEZING. THE CONTRACTOR SHALL

PROVIDE PROTECTION TO PREVENT FROST PENETRATION BELOW THE CONCRETE BEARING

ELEVATIONS. ANY FROZEN SOIL BELOW THE FOUNDATION BEARING LEVEL MUST BE REMOVED PRIOR

TO PLACING CONCRETE.

12. ALL SLABS ON GRADE AREAS SHALL BE PROOF ROLLED. ALL SOFT SPOTS SHALL BE REMOVED AND

REPLACED WITH COMPACTABLE FILL.

13. THE CONTRACTOR SHALL USE CONTROLLED GRANULAR FILL APPROVED BY THE GEOTECHNICAL

ENGINEER TO BE PLACED AGAINST ALL CANTILEVERED RETAINING WALLS.

14. WHEN IT IS POSSIBLE FOR GROUND WATER TO SEEP TOWARD SUBGRADE FOUNDATIONS AND

RETAINING WALLS, THESE WALLS SHALL HAVE A POSITIVE DRAINAGE SYSTEM AT THE BASE OF THE

WALL CONSISTING OF A PERFORATED DRAIN PIPE PROTECTED BY A GEOTEXTILE FABRIC

SURROUNDED BY CONCRETE SAND (TORPEDO SAND). NEAR THE BASE OF THE WALL. OTHER BACK

FILL MATERIAL SHALL BE SAND WITH LESS THAN 12% PASSING THE #200 SIEVE.

15. DO NOT USE EXCESSIVE COMPACTION EFFORTS ADJACENT TO RETAINING WALLS. SUCCESSIVE PASSES OF HEAVY COMPACTION EQUIPMENT, SUCH AS ROLLERS, CAN RESULT IN WALL PRESSURE BUILD UP BEYOND THE DESIGN INTENT. HEAVY EQUIPMENT SHOULD BE KEPT A MINIMUM OF 10

FEET FROM THE TOP OF BASEMENT OR RETAINING WALLS. USE HAND-OPERATED COMPACTION

EQUIPMENT SUCH AS VIBRATORY PLATES.

16. FULLY COMPACT SOIL IN FRONT OF RETAINING WALLS.

17. REFER TO THE GEOTECHNICAL INVESTIGATION FOR INFORMATION REGARDING REQUIRED UNDERCUT, EXCAVATION, SIDE SLOPES, SUB-GRADE PREPARATION, AND FILL RECOMMENDATIONS.

18. DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOOR SYSTEMS ARE IN PLACE AND

FASTENED OR UNTIL WALLS ARE ADEQUATELY BRACED. BRACING DESIGN SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

19. BELOW GRADE WALLS SHALL BE BRACED DURING CONSTRUCTION, BACKFILLING, AND COMPACTION.

THE BRACING SHALL REMAIN IN PLACE UNTIL THE BELOW GRADE FLOOR SLAB IS IN PLACE FOR CANTILEVERED WALLS AND UNTIL THE FLOOR SLAB AT THE BASE AND TOP OF WALL IS IN PLACE

FOR RESTRAINED RETAINING (BASEMENT) WALLS.

20. PROVIDE SUB-GRADE PREPARATION AS PER THE PLANS OR PROJECT GEOTECHNICAL REPORT.

21. WHEN UNDERPINNING IS REQUIRED EXISTING FOOTINGS SHALL BE SEQUENTIALLY UNDERPINNED

WITH UNDERMINED FOOTING SEGMENTS NOT TO EXCEED 4’-0” AT ANY TIME WITHOUT PRIOR

AUTHORIZATION. THE GENERAL CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE PROJECT

STRUCTURAL ENGINEER A DETAILED CONSTRUCTION SEQUENCE PLAN. THE PLAN SHALL INCLUDED INTENDED METHODS, MATERIALS AND A PRECONSTRUCTION SURVEY OF THE EXISTING BUILDING

AND HAVE PROVISIONS FOR MONITORING THE EXISTING CRACKS.

22. REMOVE TOPSOIL FROM BENEATH ALL PROPOSED CONSTRUCTION AREAS. SALVAGE AND STOCK

PILE TOPSOIL, CUT/FILL MATERIAL AS NECESSARY TO MATCH GRADES SHOWN ON DRAWINGS.

23. NON-FROST SUSCEPTIBLE FILL SHALL BE FREELY DRAINING GRANULAR FILL W/ 12% MAX FINES

PASSING THROUGH A #200 SIEVE. SEE PLAN FOR REQUIRED LOCATIONS.

CONCRETE CONSTRUCTION

1. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LOCAL BUILDING CODE REQUIREMENTS AND THOSE OF THE LATEST EDITION OF THE FOLLOWING STANDARDS: ACI 318, ACI 315, ACI 301, AND ACI 305 & 306.

2. ALL CONCRETE UNLESS SPECIFICALLY NOTED SHALL BE NORMAL WEIGHT (145 PCF) AND SHALL ACHIEVE A

MIX DESIGN CRITERIA AS FOLLOWS:

3. ALL CONCRETE REINFORCING STEEL TO BE ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC (WWF) TO BE ASTM A1064 GR. 65 MIN. ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315

AND 315R.

4. ALL REINFORCING BARS AND WWF SHALL BE SET ON CHAIRS AND TIED IN PLACE.

5. WELDING OF ASTM A615 REBAR SHALL NOT BE PERMITTED. WHEN WELDING IS REQUIRED ASTM A706 BAR

MUST BE USED.

6. ALL LAPS SHALL BE “B” SPLICES UNLESS NOTED OTHERWISE ON THE DRAWINGS OR UNLESS SPECIAL CARE IS

TAKEN FOR THE REINFORCING TO BE DETAILED AND PLACED TO PROVIDE STAGGERED LAPS.

7. UNLESS NOTED OTHERWISE ON THE DRAWINGS ALL REINFORCING SHALL BE LAPPED TO DEVELOP ITS

CAPACITY AS FOLLOWS:

8. WELDED PLAIN WIRE REINFORCEMENT FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A185.

9. CONCRETE SLABS ON GROUND CONTAINING WELDED WIRE REINFORCEMENT FABRIC (WWF) OR REINFORCING BARS SHALL BE PLACED IN THE UPPER ONE-THIRD OF THE SLAB AS SHOWN ON THE DRAWINGS.

REINFORCEMENT SHALL BE SUPPORTED AT 3’ (WWF) OR 4’ (REBAR) ON CENTER MAXIMUM. LIFTING

REINFORCING AFTER CONCRETE IS PLACED SHALL NOT BE ALLOWED.

10. CONCRETE SLABS ON GROUND CONTAINING MACRO FIBER REINFORCEMENT SHALL USE A MINIMUM FIBERMESH 300 (OR EQUIVALENT) AT A DOSING NOT LESS THAN 3 LBS/YD3 AND BE USED IN ACCORDANCE

WITH THE MANUFACTURER’S SPECIFICATIONS.

11. THREADED ANCHOR RODS SHALL HAVE A HEAVY HEX NUT SECURED TO THE EMBEDDED END IN ONE OF THE

FOLLOWING WAYS:

A. F1554 GRADE 36 ANCHOR RODS - WELD, DOUBLE NUT OR THREAD PEENING.

B. F1554 GRADE 55 OR HIGHER ANCHOR RODS - DOUBLE NUT OR THREAD PEENING.

12. PLACING OF CONCRETE SHALL BE DONE IN CONFORMANCE WITH ACI-306 FOR COLD WEATHER AND ACI-305

FOR HOT WEATHER.

13. CONCRETE SHALL BE CURED ABOVE 50°F (10°C) AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. DO NOT PLACE CONCRETE WHEN THE MEAN DAYLIGHT TEMPERATURE IS LESS

THEN 20 DEGREES F.

14. UNLESS OTHERWISE APPROVED, ALL EXPOSED CONCRETE WALLS SHALL BE CURED WITH FORMS LEFT IN PLACE FOR SEVEN DAYS. IF FORMS CAN NOT BE LEFT IN PLACE THE CONTRACTOR SHALL SUBMIT IN WRITING

TO THE ENGINEER ALL PROPOSED CURING METHODS.

CONCRETE COMPRESSIVE STRENGTH f'c=3,000 PSI

#3

UNCOATED STANDARD & CLASS "B" TENSION LAP LENGTHS1, 5

CONCRETE COMPRESSIVE STRENGTH f'c=4,000 PSI

BAR

SIZE

BTM

BARS

TOP

BARS4

BTM

BARS

TOP

BARS4

STD DEVELOPMENT

LENGTH2

CLASS "B" TENSION

LAP LENGTH3

STD DEVELOPMENT

LENGTH2

CLASS "B" TENSION

LAP LENGTH3

BAR

SIZE

BTM

BARS

TOP

BARS4

BTM

BARS

TOP

BARS4

#4

#5

#6

#7

#8

#3

#4

#5

#6

#7

#8

17"

22"

28"

33"

48"

55"

22"

29"

36"

43"

63"

72"

22"

29"

36"

43"

63"

72"

28"

38"

47"

56"

81"

93"

15"

19"

24"

29"

42"

48"

19"

25"

31"

37"

54"

62"

19"

25"

31"

37"

54"

62"

25"

33"

41"

49"

71"

81"

NOTES:

1. BASED ON ℓd VALUES FROM SECTION IN ACI 318:

1.1 GRADE 60 REINFORCEMENT BARS

1.2 NORMAL WEIGHT CONCRETE (Ѱ=1.0)

1.3 NON-EPOXY COATED BARS (Ѱ=1.0)

1.4 CLEAR COVER > 1.0db; CLEAR SPACING > 2.0db; NOTIFY ENGINEER IF COVER NOT MET.

2. STANDARD LAP SPLICES ARE TO BE USED WHEN < 50% OF BARS ARE LAPPED AT THE SAME

LOCATION, INCLUDING TEMPERATURE AND SHRINKAGE LAP SPLICES.

2.1 PROVIDE CLASS B LAP SPLICES UNLESS DETAILED AND APPROVED BY ENGINEER.

3. CLASS B LAP SPLICES ARE TO BE USED WHEN > 50% OF BARS ARE LAPPED AT THE SAME LOCATION, INCLUDING TEMPERATURE AND SHRINKAGE LAP SPLICES.

4. HORIZONTAL (TOP) BARS HAVE MORE THAN 12" OF FRESH CONCRETE PLACED BELOW

REINFORCEMENTS. SPLICE LENGTHS ARE ROUNDED UP TO THE NEAREST INCH.

FOOTINGS

CONCRETE MIX DESIGN CRITERIA

LOCATION

EXTERIOR FDTN WALLS, PIERS, & GRADE BEAMS

INTERIOR SLAB ON GROUND < 6" THICK

INTERIOR BEAMS & COLUMNS

ALL OTHER CONCRETE

28 DAY

MIN f'c

(PSI)1

1. INDICATES MINIMUM 28 DAY COMPRESSIVE STRENGTH (fc').

2. WATER/CEMENT RATIO SHALL MEET DURABILITY REQUIREMENTS OF ACI 318 BASED ON EXPOSURE

CLASS NOTED. CORROSION EXPOSURE SHALL BE F0, S0, W0, C0 UNLESS NOTED OTHERWISE IN THE

EXPOSURE CLASS TABLE COLUMN ABOVE.

3. ALL CONCRETE WITHOUT SUPERPLASTICIZERS SHALL HAVE A MAXIMUM SLUMP OF 4”.

4. ALL MIX DESIGNS SHALL UTILIZE THE STATED TOP AGGREGATE SIZE IN AN EVENLY DISTRIBUTED

AGGREGATE GRADATION.

5. ALL CONCRETE MIX DESIGNS SHALL MINIMIZE SHRINKAGE AS MUCH AS IS PRACTICAL. INCLUDING

SELECTION OF AGGREGATE TYPE, SIZE, GRADATIONS W/ C RATIO AND ADD MIXTURES.

6. CALCIUM CHLORIDE AND OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

3,000

4,000

4,000

4,500

4,000

3,000

6%

AIR

ENTRAIN

(+/-1.5%)

6%

MAX TOP

AGGREGATE

SIZE5

3/4"

3/4"

1"

TOPPING ON PRECAST 4,000

3/8"

1 1/2"

1"

1 1/2"

INTERIOR SLAB ON GROUND ≥ 6" THICK 4,000 1 1/2"-

4,500 6% 1 1/2"

EXTERIOR SLAB ON GROUND < 6" THICK

EXTERIOR SLAB ON GROUND ≥ 6" THICK

EXPOSURE

CLASS2

(ACI 318)

INTERIOR SLAB ON METAL DECK 4,000 - 3/8"

FLOWABLE FILL 1,000 - -

F1

F2

F2

C1

C1

C2

C2

15. AFTER CONCRETING HAS STARTED, IT SHALL BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL PLACING OF A PANEL OR SECTION, AS DEFINED BY ITS BOUNDARIES OR PREDETERMINED JOINTS, IS COMPLETED. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION

TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING.

16. CONCRETING OPERATIONS SHALL BE CARRIED ON AT SUCH A RATE THAT THE CONCRETE IS AT ALL

TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT.

17. RETEMPERED CONCRETE, CONCRETE THAT HAS BEEN REMIXED AFTER INITIAL SET OR PARTIALLY

HARDENED SHALL NOT BE USED IN THE STRUCTURE.

18. CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND

SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO

CORNERS OF THE FORMS. THE TOP SURFACES OF VERTICALLY FORMED LIFTS SHALL BE GENERALLY

LEVEL.

19. CRACKS DUE TO IMPROPER CURING METHODS, OR WEATHER PROTECTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

20. ALL FLAT WORK CONCRETE MUST BE CURED. FLAT WORK IS RECOMMENDED TO BE COVERED

IMMEDIATELY FOLLOWING SAW CUTTING AND MAINTAINED CONTINUOUSLY WET FOR 7-DAYS. CURING COMPOUNDS MAY BE USED INSTEAD OF WET CURE WHEN APPROVED BY THE ARCHITECT AND MUST BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. SUBMIT PRODUCT DATA TO A/E FOR

APPROVAL.

21. FLOOR SLAB CONTROL JOINTS SHALL FOLLOW THE INTENT SHOWN ON THE PLAN BUT SHALL NOT EXCEED AN ASPECT RATIO OF 1.5 TO 1.0. ALL REENTRANT CORNERS SHALL HAVE CONTROL JOINTS EXTENDING OUT FROM THE INSIDE CORNER. DEAD- END “T” CONTROL JOINTS INTO CONTINUOUS

JOINTS SHALL BE AVOIDED.

22. CONSTRUCTION JOINTS SHALL BE LOCATED AT CONTROL JOINTS AS REQUIRED UNLESS NOTED

OTHERWISE ON PLAN.

23. SLAB-ON-GRADE FLOOR LEVELNESS (FL) AND FLOOR FLATNESS (FF) REQUIREMENTS SHALL BE

COORDINATED WITH THE ARCHITECT BUT SHALL NOT BE LESS THAN FL=35 AND FF=45.

24. A 10-MIL. (MIN.) POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED NOT LESS THAN 6” SHALL

BE PLACED BETWEEN THE BASE COURSE OR SUBGRADE AND THE CONCRETE FLOOR.

25. PIPE SLEEVES OVER 1 1/2” IN DIAMETER WHICH PASS THROUGH CONCRETE WALLS OR SLABS SHALL

BE SCHEDULE 40 GALVANIZED STEEL PIPE. ALL OTHER SLEEVES SHALL BE 18 GAUGE SHEET

METAL. SLEEVES SHALL BE ONE SIZE LARGER THAN OUTSIDE DIAMETER OF PIPE PASSING THROUGH SLEEVE. VERIFY SIZE AND NUMBER WITH MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS.

26. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE.

27. GROUT USED TO PROVIDE LEVEL BEARING OF COLUMN BASE PLATES SHALL BE NON-SHRINK, NON-

METALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH 2X THE CONCRETE COMPRESSIVE

STRENGTH OF THE SUPPORTING CONCRETE MEMBER.

28. ALL POST-INSTALLED ANCHORED BARS OR RODS SHALL BE A INSTALLED PER MANUFACTURER

REQUIREMENTS.

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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COPYRIGHT STRANG, INC. 2025

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AS001

DRAWING INDEX

SHEET TITLE

AS001 STRUCTURAL NOTES

AS002 STRUCTURAL NOTES AND SCHEDULES

AS003 SPECIAL INSPECTION

AS004 SPECIAL INSPECTION CONT.

AS101 FOUNDATION PLAN

AS201 SECOND FLOOR FRAMING PLAN

AS301 ROOF FRAMING PLAN

AS302 MECHANICAL SCREENWALL FRAMING

AS401 MASONRY WALL ELEVATIONS

AS501 CONCRETE DETAILS

AS502 CONCRETE DETAILS

AS503 CONCRETE DETAILS

AS601 MASONRY DETAILS

AS602 MASONRY DETAILS

AS801 STEEL DETAILS

AS802 STEEL DETAILS

AS803 STEEL DETAILS

AS804 STEEL DETAILS

N O

D

E S

C R

IP

T

IO

N

D A

COLUMN PIER MARK (SEE PIER SCHEDULE)

CONCRETE FOOTING

CONCRETE PIER

TOP OF PIER ELEVATION

COLUMN GRID MARK

COLUMN FOOTING MARK (SEE FOUNDATION SCHEDULE)

TOP OF COLUMN FOOTING ELEVATION

CONCRETE WALL & FOOTING

TOP OF WALL FOOTING ELEVATION

TOP OF LEDGE ELEVATION

TOP OF WALL ELEVATION

FOOTING STEP

FOOTING MARK

EXPANSION JOINT-SEE NOTES FOR

WALL CONTROL JOINT SPACING

FOUNDATION LEGEND

F X X'-X" P X X'-X"

WX

TL=X'-X"

TW=X'-X"

COLUMN PIER MARK

TOP OF PIER ELEVATION

COLUMN FOOTING MARK

TOP OF COLUMN FOOTING

ELEVATION

F X X'-X" P X X'-X"

A

X'-X"

TF=X'-X"

X'

XX

INDICATES BEAM FRAMING

OVER TUBE COL

TOP OF STEEL ELEVATION

COLUMN DESIGNATION CX

BEAM DESIGNATION

INDICATES LOCATION OF BEAM SPLICE

INDICATES BEAM FRAMING

INTO SIDE OF BEAM

INDICATES BEAM FRAMING

OVER WF COL

INDICATES BEAM FRAMING

INTO SIDE OF COL

W

B

EA

M

INDICATES BEAM FRAMING

OVER BEAM

INDICATES MOMENT

CONNECTION

STRUCTURAL STEEL LEGEND

STRUCTURAL ABBREVIATIONS

@ AT

AB ANCHOR BOLT

ACCOM ACCOMMODATE

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ARCH ARCHITECT/ ARCHITECTURAL

B- B BACK- TO- BACK

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BRG BEARING

BS BOTH SIDES

C CHANNEL DESIGNATION

CB CATCH BASIN

C/ C CENTER- TO- CENTER

CG CENTER OF GRAVITY

CI CAST IRON

CIP CAST IN PLACE

CJ CONTRACTION OR

CONSTRUCTION JOINT

CL CENTERLINE

CLJ CONTROL JOINT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPOSITE

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONTR CONTRACTOR

D DEPTH

Ø DIAMETER

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DWG DRAWING

DWL DOWEL

EA EACH

EC ELECTRICAL CONTRACTOR

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENG ENGINEER

EQ EQUAL

EW EACH WAY

E- W EAST- WEST DIRECTION

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FB FLANGE BRACE

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

F- F FACE- TO- FACE

FL FRAME LINE

FLG FLANGE

FUT FUTURE

FV FIELD VERIFY

FTG FOOTING

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GRID LINE

HC HVAC CONTRACTOR

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HVAC HEATING, VENTILATING, & AIR

CONDITIONING

HWS HEADED WELDED STUD

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JT JOINT

KB KNEE BRACE

L STEEL ANGLE DESIGNATION

LG LONG/ LENGTH

LGMF LIGHT GAGE METAL FRAMING

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MBW MASONRY BEARING WALL

MECH MECHANICAL

MFG MANUFACTURE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

N- S NORTH- SOUTH DIRECTION

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVER HEAD

OPP OPPOSITE

OS ONE SIDE

PC PLUMBING CONTRACTOR

P/ C PRECAST/ PRESTRESSED

PDF POWDER DRIVEN FASTENER

PEMB PRE- ENGINEERED METAL

BUILDING

PERM PERIMETER

PJF PRE- FORMED JOINT FILLER

⅊ PLATE

PL PLATE

P/ T POST TENSIONED

PROJ PROJECTION

PVMT PAVEMENT

R RADIUS

R/ C REINFORCED CONCRETE

RD ROOF DRAIN

REINF REINFORCING

REQD REQUIRED

SCHED SCHEDULE

SIM SIMILAR

SHT SHEET

SPA SPACE/ SPACES

SPEC SPECIFICATION

SQ SQUARE

SSTL STAINLESS STEEL

STL STEEL

STR STRUCTURAL

TBE TRUSS BEARING ELEVATION

THK THICK

TO TOP OF

TC TOP OF CURB ELEVATION

TL TOP OF LEDGE ELEVATION

TP TOP OF PIER ELEVATION

TW TOP OF WALL ELEVATION

TOS TOP OF STEEL ELEVATION

TSL TOP OF SLAB ELEVATION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/ O WITHOUT

WCJ WALL CONTROL JOINT

WD WOOD

WF WIDE FLANGE

WP WORKING POINT

WSBW WOOD STUD BEARING WALL

WWF WELDED WIRE FABRIC

STRUCTURAL STEEL FRAMING

1. STRUCTURAL STEEL DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE AISC ASD 14TH

EDITION STEEL CONSTRUCTION MANUAL.

2. W-SHAPES SHALL CONFORM TO ASTM A992 (FY = 50 KSI).

3. ALL STRUCTURAL STEEL ANGLE AND CHANNEL SHAPES SHALL CONFORM TO ASTM A36 (FY =36 KSI)

UNLESS NOTED OTHERWISE.

4. PLATE STEEL SHALL CONFORM TO ASTM A36 (FY = 36 KSI).

5. ALL SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTM A500, GRADE B (FY = 46 KSI).

6. ALL SQUARE AND ROUND BARS SHALL CONFORM TO ASTM A36 (FY = 36 KSI) UNLESS NOTED

OTHERWISE.

7. THE STRUCTURAL STEEL FABRICATOR SHALL BE RESPONSIBLE FOR THE SELECTION, DESIGN, AND

DETAILING OF ALL CONNECTIONS NOT FULLY DETAILED ON THE CONTRACT DRAWINGS.

A. CONNECTION DETAILS ARE INDICATED ON THE DRAWINGS FOR DESIGN INTENT ONLY. WHEN BOLTS

ARE SHOWN ON SPECIFIC DETAILS, UNLESS THE NUMBER OF BOLTS IS SHOWN NUMERICALLY, USE

GRAPHICAL REPRESENTATION FOR DESIGN CONCEPT ONLY.

8. WHERE MOMENT CONNECTIONS ARE INDICATED, PROVIDE CONNECTION TO DEVELOP FULL MOMENT

CAPACITY OF WEAKER SECTION TO BE CONNECTED, UNLESS A SPECIFIC VALUE IS SHOWN.

9. ALL CONNECTION BOLTING IS TO BE WITH A 3/4" DIAMETER A-325N BOLTS UNLESS NOTED OTHERWISE.

EXCEPT AT MOMENT CONNECTIONS AND SLIP CRITICAL (SC) BOLT LOCATIONS, BOLTS NEED ONLY BE TIGHTENED TO THE SNUG-TIGHT CONDITIONS. LOAD INDICATOR BOLTS SHALL BE USED AT MOMENT

CONNECTIONS AND SLIP CRITICAL CONNECTIONS.

10. ALL SHEAR CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWING SHALL BE SELECTED AND DETAILED BY THE FABRICATOR. ALL CONNECTIONS SHALL BE SELECTED FROM AISC ASD LOAD TABLES TO SUPPORT MAXIMUM LOADS SHOWN ON DRAWINGS OR FOR THE FULL UNIFORM LOAD CAPACITY OF

THE MEMBER PER AISC. DOUBLE ANGLE CONNECTIONS ARE PREFERRED WHEN POSSIBLE.

11. ALL WELDING OF NEW STEEL TO BE WITH E70XX ELECTRODES.

12. ALL WELDING SHALL COMPLY WITH THE AWS STRUCTURAL WELDING CODES. ALL WELDING TO BE PERFORMED BY AWS PRE-QUALIFIED WELDERS CERTIFIED FOR THE GIVEN APPLICATION. ANY LOCAL

AND OR STATE LICENSING REQUIREMENTS SHALL BE VERIFIED BY THE GENERAL CONTRACTOR.

13. ALL EXTERIOR EXPOSED STEEL SHALL BE PRIMED WITH A ZINC RICH PRIMER AND PAINTED WITH AN APPROPRIATE EXTERIOR PAINT UNLESS NOTED OTHERWISE.