RFB_326002_-_Volume_3.pdf

ARCHITECTURAL MECHANICAL

STRUCTURAL ELECTRICAL

ARCHITECTURAL DESIGN, FIRE PROTECTION DESIGN, MECHANICAL,

ELECTRICAL, AND PLUMBING ENGINEERING

STRANG, INC.

STRUCTURAL ENGINEERING

MP-SQUARED STRUCTURAL ENGINEERS, LLC

LANDSCAPE DESIGN 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 - MAINTENANCE SHOP

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BG000

GENERAL

BG000 TITLE SHEET

BG001 GENERAL INFORMATION

BG002 LIFE SAFETY PLAN & CODE INFORMATION

STRUCTURAL

BS001 STRUCTURAL NOTES

BS002 STRUCTURAL NOTES

BS003 SPECIAL INSPECTION

BS004 SPECIAL INSPECTION CONT.

BS101 FOUNDATION PLAN - SHOP

BS102 FOUNDATION PLAN - VEHICLE SHED

BS201 MEZZANINE FRAMING PLAN - SHOP

BS501 FOUNDATION DETAILS

BS502 FOUNDATION DETAILS

BS503 FOUNDATION DETAILS

BS504 FOUNDATION DETAILS

BS601 MASONRY DETAILS

BS602 MASONRY DETAILS

BS801 STEEL DETAILS

BS802 STEEL DETAILS

ARCHITECTURAL

BA001 PARTITION, WALL AND ROOF TYPES

BA002 INTERIOR FINISH SCHEDULE

BA003 DOOR & HARDWARE SCHEDULE, DOOR AND FRAME TYPES, AND

EXTERIOR STOREFRONT ELEVATIONS

BA004 DOOR AND FRAME DETAILS

BA201 FIRST FLOOR PLAN

BA202 MEZZANINE PLAN

BA210 ROOF PLAN

BA261 FIRST FLOOR INTERIOR FINISH PLAN

BA271 FIRST FLOOR SIGNAGE PLAN

BA272 MEZZANINE SIGNAGE PLAN

BA301 FIRST FLOOR REFLECTED CEILING PLAN

BA401 EXTERIOR ELEVATIONS

BA402 EXTERIOR ELEVATIONS

BA403 VEHICLE SHED - EXTERIOR ELEVATIONS

BA410 EXTERIOR SIGNAGE ELEVATIONS

BA411 EXTERIOR SIGNAGE ELEVATIONS

BA501 BUILDING SECTIONS

BA502 VEHICLE SHED - BUILDING SECTIONS

BA503 WALL SECTIONS

BA504 WALL SECTIONS

BA505 WALL SECTIONS

BA506 WALL SECTIONS

BA601 VEHICLE SHED - FLOOR PLAN AND ROOF PLAN

BA602 VEHICLE SHED - REFLECTED CEILING PLAN AND FINISH PLAN

BA603 PARTIAL PLANS AND ENLARGED RESTROOM PLANS

N

BA604 STAIR PLANS AND SECTIONS

BA701 INTERIOR ELEVATIONS

BA801 EXTERIOR DETAILS

BA802 EXTERIOR DETAILS

BA803 EXTERIOR DETAILS

BA804 EXTERIOR DETAILS

BA805 EXTERIOR DETAILS

BA901 INTERIOR DETAILS

BA902 INTERIOR DETAILS

BA903 INTERIOR SIGNAGE DETAILS

FURNITURE

BF201 FIRST FLOOR FURNITURE & EQUIPMENT PLAN

BF202 MEZZANINE FURNITURE & EQUIPMENT PLAN

PROJECT LOCATION

MADISON

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

FIRE PROTECTION

BFP001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS AND GENERAL

NOTES

BFP201 FIRST FLOOR FIRE PROTECTION PLAN - MAINTENANCE SHOP

BFP202 MEZZANINE FIRE PROTECTION PLAN - MAINTENANCE SHOP

PLUMBING

BP001 PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

BP200U UNDERSLAB PLUMBING PLAN - MAINTENANCE SHOP

BP201 FIRST FLOOR PLUMBING WASTE PLAN - MAINTENANCE SHOP

BP202 MEZZANINE PLUMBING WASTE PLAN - MAINTENANCE SHOP

BP301 FIRST FLOOR PLUMBING SUPPLY PLAN - MAINTENANCE SHOP

BP302 MEZZANINE PLUMBING SUPPLY PLAN - MAINTENANCE SHOP

BP701 PLUMBING ISOMETRIC - MAINTENANCE SHOP - SUPPLY

BP702 PLUMBING ISOMETRIC - MAINTENANCE SHOP - WASTE

BP703 PLUMBING ISOMETRIC - MAINTENANCE SHOP - COMPRESSED

AIR AND BULK FLUID SYSTEMS

BP801 PLUMBING DETAILS - MAINTENANCE SHOP

BP802 PLUMBING DETAILS - MAINTENANCE SHOP

BP803 PLUMBING DETAILS - MAINTENANCE SHOP

BP901 PLUMBING SCHEDULES - MAINTENANCE SHOP

MECHANICAL

BM001 MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

BM201 FIRST FLOOR MECHANICAL PLAN

BM202 MEZZANINE MECHANICAL PLAN

BM601 ENLARGED MECHANICAL PLANS AND SECTIONS

BM701 MECHANICAL CONTROL DIAGRAMS

BM801 MECHANICAL DETAILS

BM901 MECHANICAL SCHEDULES

ELECTRICAL

BE001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

BE201 FIRST FLOOR ELECTRICAL LIGHTING PLAN - SHOP

BE202 FIRST FLOOR ELECTRICAL LIGHTING PLAN - VEHICLE SHED

BE203 MEZZANINE ELECTRICAL LIGHTING PLAN

BE301 FIRST FLOOR ELECTRICAL POWER PLAN - SHOP

BE302 FIRST FLOOR ELECTRICAL POWER PLAN - VEHICLE SHED

BE303 MEZZANINE ELECTRICAL POWER PLAN

BE304 ELECTRICAL SOLAR PV ROOF PLAN - ALTERNATE

BE401 FIRST FLOOR ELECTRICAL FIRE ALARM PLAN - SHOP

BE403 MEZZANINE ELECTRICAL FIRE ALARM PLAN

BE501 ELECTRICAL SECTIONS / ELEVATIONS

BE601 ENLARGED ELECTRICAL PLANS

BE701 ELECTRICAL ONE-LINE DIAGRAM

BE801 ELECTRICAL DETAILS

BE901 ELECTRICAL PANELBOARD SCHEDULES

BE902 ELECTRICAL PANELBOARD SCHEDULES

BE903 ELECTRICAL PANELBOARD SCHEDULES

BE911 ELECTRICAL SCHEDULES

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TECHNOLOGY

BT000 PROJECT REQUIREMENTS & SPECIFICATIONS

BT001 PROJECT REQUIREMENTS & SPECIFICATIONS

BT002 SYMBOLS & LEGENDS

BT003 SYMBOLS & LEGENDS

BT004 SYMBOLS & LEGENDS

BT005 COMPONENTS SPECIFICATIONS & NOTES

BT201 FIRST FLOOR PLAN

BT202 MEZZANINE LEVEL FLOOR PLAN

BT800 ENLARGED EQUIPMENT ROOM LAYOUTS

BT900 EQUIPMENT RACK DETAILS

BT901 SECURITY SYSTEM DETAILS

BT902 INSTALLATION DETAILS

BT903 INSTALLATION DETAILS

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

REVISION

(Cloud Around Revision)

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#

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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1'

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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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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PAPER TOWEL DISPENSER /

RECEPTACLE (PTD/R)

SANITARY NAPKIN DISPENSER (SND)

SANITARY NAPKIN

RECEPTACLE (SNR)

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2'

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ELECTRIC WATER

COOLER (EWC)

ACCESSORIES

B .O

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B

IN

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2'

FIRE EXTINGUISHER

CABINET (FEC)

5' -0

M

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0L B

4' -0

M

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0L B

FIRE

EXTINGUISHER (FE)

3' - 0"

3'

3'

4' - 4"

4" MAX

CLEAR FLOOR

SPACE

BACK WALL

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W A

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1' - 6"

BACK WALL

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G

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3"

"1'

M

IN

CONTROLS

AREA

CONTROL WALL

1' - 3" MAX. 4"

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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BG001

# 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 GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

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

D

E S

C R

IP

T

IO

N

D A

T E

UP

D N

UP

NOT TO SCALE

LIFE SAFETY PLAN LEGEND

FIRE EXTINGUISHER CABINET

AND FIRE EXTINGUISHER

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)

CLASSIFICATION OF WORK:

New Building

BUILDING AREA:

First Floor 9,078 gross sq. ft.

Mezzanine 1,523 gross sq. ft.

Building Total 10,601 gross sq. ft.

BUILDING HEIGHT:

One story above grade plane 33'-0" to highest point of roof

PRIMARY BUILDING USES: (IBC 2021 Chapter 3)

MIXED USE

Occupancies Occupancy group Floor area Motor Vehicle Repair* & Accessory Storage Group S-1, Moderate-hazard storage 8,678 gsf

*Hazardous materials do not exceed maximum allowable quantities per Table 307.1(1) Office area Group B, Business 400 gsf Mezzanine Storage Group S-1, Moderate-hazard storage 1,523 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

GAS DETECTION:

None; CNG used in vehicles is odorized

ALLOWABLE AREA CALCULATIONS: (IBC 2021 Table 506.2) 36,000 sq.ft. Allowable Area per S-1 Occupancy (most restrictive), Fully Sprinklered

ALLOWABLE HEIGHT CALCULATIONS: (IBC 2021 Tables 504.3 and 504.4) 2 stories 60 feet Allowable Height per S-1 Occupancy (most restrictive), Fully Sprinklered

FIRE RESISTANCE RATINGS: (IBC 2021 Table 601) Primary Structural Frame 0 Hour Bearing Walls, Exterior 0 Hour Bearing Walls, Interior 0 Hour Floor Construction 0 Hour Roof Construction 0 Hour

OCCUPANT LOAD CALCULATIONS: (IBC 2021 Table 1004.5) Accessory Storage and Equipment Areas 937 gsf / 300 = 4 persons Mezzanine Storage Areas 1,523 gsf / 300 = 6 persons Vehicle Repair Areas (Industrial) 7,741 gsf / 100 = 78 persons Office Areas 400 gsf / 150 = 3 persons Total occupancy 91 persons

PLUMBING FIXTURE CALCULATIONS: (IBC 2021 Table 2902.1)

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

Vehicle Repair Areas 78 0.78 0.78 0.20 1 Office Areas (B) 3 0.12 0.08 0.03 0* Storage and Equipment 10 0.10 0.10 0.01 1

Total required for 1 1 1 1 entire building

Total provided for entire building 1 1 0* 1

Notes * Table 2902.1 footnote "e"

** Building not for public use; bottled water will be provided in Open Office

CODE INFORMATION

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 (Mezzanine) 6 persons x 50 inches (Mezzanine) 91 persons x 99 inches

0.2 = 1.2 inches 0.15 = 13.7 inches

APPLICABLE CODES:

Wisconsin Commercial Building Code Accessibility: ICC/ANSI A117.1-2017 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

HAZARDOUS MATERIALS: (IBC 2021 Chapter 50) Control Area: Entire Building Maximum Quantities*

Material Category Open Storage Maximum In Approved Cabinets Maximum Aerosols Level 3 500 lbs 1,000 lbs Aerosols Level 2 1,000 lbs 2,000 lbs Oxygen, Oxidizing Gases 3,000 cu. ft gas or 300 gal liquid 4,500 cu ft gas or 450 gal liquid Acetylene, Propane, Flammable gases 2,000 cu ft gas or 300 gal liquid 3,000 cu ft gas or 450 gal liquid Inert gases No Limits No Limits Bulk Engine oil, hydraulic fluid, waste oil, No Limits No Limits Class IIIB combustible liquids Kerosene, Class II combustible liquids 240 gal 360 gal Gasoline, Class IB/IC flammable liquids 240 gal 360 gal Fuels stored in in tanks or on vehicles No limits No limits

* BUILDING OWNER DOES NOT EXCEED LISTED QUANTITIES IN EXISTING COMPARABLE LOCATION

B101

WORKING BAYS

B102

ELECTRICAL / IT

B103

OPEN

OFFICE

B104

CORR

B105

JANITOR

B106

SHOWER

B107

PARTS STORAGE

EXIT DIST: 58' - 6"

EXIT DIST: 146' - 5"

EXIT DIST: 91' - 4"

EXIT33"

EXIT 33"

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IT

33"

ACCESSIBLE RESTROOM

AEROSOL STORAGE CAGE

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AED

FA

FA AED

FEC

FA

AED

FE

FA

AED

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ACCESSIBLE ROUTE TO

ACCESSIBLE PARKING -

SEE CIVIL DRAWINGS

4' - 2"

B201

MEZZANINE

B202

AIR

COMPRESSOR

E X

IT

50"

EXIT DISTANCE INCLUDING

STAIR TRAVEL AND LOWER

LEVEL: 160'-6"

OPEN TO BELOW

COMBUSTIBLE LIQUID CLASS IIIB

STORAGE TANKS WITH

SECONDARY CONTAINMENT:

750 GAL MAX CAPACITY

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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COPYRIGHT STRANG, INC. 2026

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GENERAL LIFE SAFETY PLAN NOTES

1 WIDTHS NOTED ON LIFE SAFETY PLANS ARE CLEAR EGRESS WIDTHS

2 SEE SITE PLAN FOR ACCESSIBLE ROUTE TO ACCESSIBLE PARKING STALLS.

PNTN

SCALE: 3/32" = 1'-0"BG002

1 FIRST FLOOR LIFE SAFETY PLAN

PNTN

SCALE: 3/32" = 1'-0"BG002

2 MEZZANINE FLOOR LIFE SAFETY PLAN

N O

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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. ROOF DEAD LOADS (PER PEMB DWGS):

3 PSF ROOF SECONDARY & PANEL (VERIFY W/ PEMB MANUFACTURER)

B. ROOF COLLATERAL GRAVITY LOAD:

5 PSF SOLAR PANEL EQUIPMENT

5 PSF MISC MECHANICAL

10 PSF TOTAL AT SHOP

5 PSF TOTAL AT VEHICLE SHED (MISC MECHANICAL)

C. ROOF LIVE LOAD:

20 PSF REDUCIBLE

D. MEZZANINE FLOOR DEAD LOADS:

60 PSF TOP CHORD

5 PSF BOTTOM CHORD (COLLATERAL FOR MISC MECHANICAL)

65 PSF TOTAL ROOF DEAD LOAD + FRAMING WEIGHT

E. MEZZANINE FLOOR LIVE LOAD:

250 PSF EQUIPMENT/ STORAGE

F. DESIGN SNOW LOAD:

Pg = 30 PSF Pf = 0.7(Ce)(Ct)(I)(Pg) = 21 PSF Ce = 1.0 Cs = 1.0 Ct = 1.0 I = 1.0

DRIFTING SNOW: SEE PLAN

G. WIND DESIGN CRITERIA:

ULTIMATE WIND SPEED = 107 MPH

NOMINAL WIND SPEED = 82.9 MPH

EXPOSURE = C

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

+/- 0.55 VEHICLE SHED

H. SEISMIC DESIGN CRITERIA:

RISK CATEGORY = 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 DETAILED FOR SEISMIC R = 3

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 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.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND ALL JOB SITE

SAFETY.

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

NOTIFY THE ENGINEER AND ARCHITECT OF ANY DISCREPANCY IMMEDIATELY.

5. 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

6. 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.

BRICK VENEER

1. WALL ANCHORS TO BE MINIMUM W1.7 ADJUSTABLE WIRE ANCHORS, HOT DIPPED GALVANIZED, TWO-PIECE PER

ASTM A 153 CLASS B2.

2. PROVIDE HORIZONTAL JOINT REINFORCING AT 16” O.C. WHEN MASONRY BRICK VENEER IS USED IN LIEU OF CLAY

BRICK.

3. ALL HORIZONTAL JOINT REINFORCEMENT SHALL HAVE A MINIMUM OF 5/8” COVER AND BE HOT DIP

GALVANIZED.

4. PROVIDE MINIMUM ONE ANCHOR PER 2 SQ FT OF WALL AREA.

5. VERTICAL SPACING OF ANCHORS NOT TO EXCEED 16” O.C.

6. HORIZONTAL SPACING OF ANCHORS NOT TO EXCEED 32” O.C.

7. SECURELY ATTACH ANCHORS TO STUD WALL FRAMING THROUGH THE SHEATHING, NOT TO THE SHEATHING

ALONE.

8. MORTAR SHALL COMPLY WITH ASTM C 270 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500

PSI, 75% WATER RETENTION AND 12% AIR CONTENT.

9. STEEL LOOSE LINTELS AND SHELF ANGLES SHOULD CONFORM TO ASTM A36/A36M. SPECIFICATION FOR

CARBON STRUCTURAL STEEL.

10. ALL STEEL FRAMING MEMBERS, CONNECTION PLATES, FASTENERS AND ANCHOR BOLTS TO HAVE HOT-DIP GALVANIZED FINISH. APPLY COATING BY THE HOT-DIP PROCESS FOR GALVANIZING ACCORDING TO ASTM A 123.

11. REFER TO ARCHITECTURAL DRAWINGS FOR FLASHING REQUIREMENTS, BRICK CONTROL JOINT LOCATIONS, VENEER TYPE, FINISH, ETC.

PRE-ENGINEERED METAL BUILDINGS

1. ALL LOADS SHALL BE PROPORTIONED AND APPLIED IN ACCORDANCE WITH THE CURRENT WISCONSIN

ENROLLED COMMERCIAL BUILDING CODE AND AS INDICATED IN THE GENERAL NOTES. BUILDING LOADS SHALL INCLUDE UNBALANCED SNOW LOADING, DRIFTING, SKIP LOADING AND OTHER CONSIDERATIONS

REQUIRED BY CODE.

2. DEFLECTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE AISC STEEL DESIGN GUIDE SERIES 3 – SERVICEABILITY DESIGN CONSIDERATIONS FOR LOW-RISE BUILDINGS OR

THE BUILDING CODE, WHICHEVER IS MORE RESTRICTIVE.

3. SUBMIT SEALED ANCHOR BOLT PLACEMENT PLAN AND COLUMN REACTIONS. A MINIMUM OF 4 -ANCHOR BOLTS HAVING A DIAMETER OF ¾” OR MORE SHALL BE USED FOR EACH COLUMN. ALL ANCHOR BOLTS MUST

BE CENTERED A MINIMUM OF 4” FROM THE FOUNDATION OR PIER LINE.

4. BUILDING COLUMN SIZES SHALL NOT EXCEED THOSE SHOWN ON PLAN OR PIER SIZE SHOWN. IT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR ORDERING THE BUILDING TO VERIFY COLUMN BASES FIT ON PIERS SHOWN. THE CONTRACTOR SHOULD THEN COORDINATE WITH THE SUPPLIER OR MP2 IF

MODIFICATIONS ARE NEEDED.

5. THE METAL BUILDING SUPPLIER SHALL SUBMIT FRAME REACTIONS THAT INCLUDE UN-FACTORED

REACTIONS FOR EACH INDIVIDUAL LOAD TYPE.

6. THE BUILDING ERECTOR SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE IN THE ERECTION OF STEEL

BUILDING SYSTEMS.

7. THE ERECTOR SHALL FURNISH TEMPORARY GUYS AND BRACING WHERE NEEDED FOR SQUARING, PLUMBING, AND SECURING THE STRUCTURAL FRAMING AGAINST LOADS, SUCH AS WIND LOADS ACTING ON THE EXPOSED FRAMING, AS WELL AS LOADS DUE TO ERECTION EQUIPMENT AND ERECTION OPERATION, BUT NOT INCLUDING LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OTHERS. BRACING FURNISHED BY THE MANUFACTURER FOR THE METAL BUILDING SYSTEM CANNOT BE ASSUMED TO BE ADEQUATE DURING ERECTION. THE TEMPORARY GUYS, BRACES, FALSEWORKS AND CRIBBING ARE THE PROPERTY OF THE ERECTOR, AND THE ERECTOR SHALL REMOVE THEM IMMEDIATELY UPON THE COMPLETION OF THE

ERECTION.

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 ANCHOR BOLTS SHOULD HAVE A MIN SPACING OF 6*BOLT DIAMETER FROM EACH OTHER AND EDGE OF

PIER/BUILDING LINE.

FOUNDATION

1. ALLOWABLE SOIL BEARING CAPACITY = 3,000 PSF

GEOTECHNICAL INFORMATION TAKEN FROM:

SOIL & ENGINEERING SERVICES, INC.

GEOTECHNICAL INVESTIGATION REPORT

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. CONTRACTOR SHALL READ AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN SOIL REPORT. CONTRACTOR SHALL ENGAGE SOIL & ENGINEERING SERVICES, INC. OR OTHER QUALIFIED COMPANY TO MONITOR SOIL

DURING CONSTRUCTION.

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

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

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

20. 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 (CONTINUED)

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. 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.

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

FOR HOT WEATHER.

12. 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.

13. 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.

14. 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.

15. 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.

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

SHALL NOT BE USED IN THE STRUCTURE.

17. 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.

18. CRACKS DUE TO IMPROPER CURING METHODS, OR WEATHER PROTECTION SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

19. 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.

20. EXPOSED FOUNDATION WALLS SHALL HAVE VERTICAL CONTROL JOINTS SPACED PER DETAILS. THE LOCATION

OF WALL CONTROL JOINTS SHALL BE MID BAY BETWEEN COLUMNS.

21. EXPOSED FOUNDATIONS AND RETAINING WALLS SHALL HAVE EXPANSION JOINTS LOCATED AT EVERY FOURTH CONTROL/CONTRACTION JOINT WITH A MAX SPACING OF 100'. SEE CONCRETE DETAILS FOR SPECIFIC

CONSTRUCTION REQUIREMENTS.

22. 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.

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

ON PLAN.

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

COORDINATED WITH THE ARCHITECT.

25. A 10-MIL. (MIN.- VERIFY W/ ARCH) POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED NOT LESS THAN 6”

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

26. 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.

27. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE.

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.

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:

FOOTINGS

CONCRETE MIX DESIGN CRITERIA

LOCATION

EXTERIOR FDTN WALLS, PIERS, & GRADE BEAMS

INTERIOR SLAB ON GROUND < 6" THICK

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

3,000

6%

AIR

ENTRAIN

(+/-1.5%)

6%

MAX TOP

AGGREGATE

SIZE5

3/4"

3/4"

1"

1 1/2"

1 1/2"

INTERIOR SLAB ON GROUND ≥ 6" THICK 5,000 1 1/2"-

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

C1

C1

C2

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 (f'CMU) FOR INDIVIDUAL MASONRY UNITS SHALL BE NOT LESS THAN 3,250 PSI WHEN TESTED IN CONFORMANCE WITH ASTM C140 RESULTING IN A MINIMUM ALLOWABLE COMPRESSIVE STRENGTH OF MASONRY (f’m) = 2,500 PSI (PER TABLE 2 FROM TMS 602).

4. MORTAR SHALL COMPLY WITH ASTM C 270 TYPE S.

5. GROUT SHALL COMPLY WITH ASTM C 476 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 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 5/8” 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

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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COPYRIGHT STRANG, INC. 2025

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. 2026

STRUCTURAL STEEL FRAMING

1. STRUCTURAL STEEL DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE AISC ASD 15TH 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. 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.

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

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

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

NEED ONLY BE TIGHTENED TO THE SNUG-TIGHT CONDITIONS.

7. ALL GALVANIZED MEMBERS SHALL BE GALVANIZED BY THE “DRY GALVANIZING PROCESS” AS DEFINED BY AGA (FLUX AND GALVANIZING APPLIED IN SEPARATE STEPS). PROVIDE ALTERNATE COST TO GALVANIZE PER THE “WET” METHOD (FLUX AND GALVANIZING IN ONE STEP). GALVANIZED MEMBERS SHALL NOT BE QUENCH

COOLED.

8. ALL WELDING OF GALVANIZED MATERIAL SHALL BE PERFORMED IN SUCH A MANOR AS TO SATISFY ALL OSHA AND AWS REQUIREMENTS. ALL FIELD WELDED LOCATIONS SHALL BE PREPARED AND PRIMED WITH A ZINC RICH PRIMER PRIOR TO PAINTING PER THE MANUFACTURER’S RECOMMENDATIONS. THE SPECIFIC PRIMER TO BE USED SHALL BE TNEMEC SERIES 90-97 TNEMEC-ZINC @ 3.0-4.0 mils DFT OR APPROVED EQUAL.

9. STUD ANCHORS ARE TO BE NELSON STUDS OR EQUIVALENT.

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

11. 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.

12. ALL EXTERIOR EXPOSED STEEL SHALL BE HOT DIP GALVANIZED OR PRIMED WITH A ZINC RICH PRIMER AND PAINTED WITH AN APPROPRIATE EXTERIOR PAINT. ALL PAINTING AND STEEL PREP SHALL BE IN CONFORMANCE

WITH MANUFACTURER'S SPECIFICATION.

13. UNLESS SPECIFIED OTHERWISE REMOVE PAINT PRIOR TO WELDING NEW TO EXISTING STEEL. PRIME PAINT MAY BE WIRE BRUSHED, HOWEVER THE PRIMER COMPOSITION AND THICKNESS MUST BE COMPATIBLE WITH WELDING.

INSPECT FOR POROSITY IN WELDS REMOVE AND RE-WELD ANY DEFECTIVE WELDS. DO NOT PAINT WELDS PRIOR

TO INSPECTION.

14. SUBMIT PRODUCT DATA FOR EACH TYPE OF PRODUCT SPECIFIED. SUBMIT MIL TEST REPORTS SIGNED BY

MANUFACTURES CERTIFYING THAT THEIR PRODUCTS COMPLY WITH REQUIREMENTS.

15. ALL INSTALLED STEEL SHALL BE SMOOTH - HAZARD FREE.

16. SUBMIT SHOP DRAWINGS DETAILING FABRICATION OF STRUCTURAL STEEL COMPONENTS.

17. THE GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR ERECTION ERRORS OR DEVIATIONS FROM THE STRUCTURAL DOCUMENTS, AND MUST RECEIVE WRITTEN

APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE ANY FIELD CORRECTIONS ARE MADE.

18. OPENINGS MAY NOT BE MADE THROUGH STRUCTURAL STEEL FRAMING TO ACCOMMODATE THE WORK OF OTHER TRADES UNLESS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS OR APPROVED IN ADVANCE BY THE STRUCTURAL ENGINEER. THIS INCLUDES, BUT IS NOT LIMITED TO, MODIFICATIONS SUCH AS

BEAM WEB OPENINGS AND COLUMN WEB OPENINGS.

STEEL JOISTS

1. MANUFACTURER MUSH BE CERTIFIED BY SJI TO MANUFACTURE JOISTS SIMILAR TO THOSE INDICATED FOR

THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE.

2. JOISTS AND SEAT CONNECTION SHALL BE DESIGNED TO RESIST AXIAL AND WIND LOADS AS NOTED, OR TO RESIST A HORIZONTAL FORCE ACTING PARALLEL TO THE JOIST, NOT LESS THAN 5 PERCENT OF THE DEAD

PLUS LIVE LOAD REACTION, WHICHEVER IS GREATER.

3. JOIST BRIDGING WHERE SHOWN IS SCHEMATIC IN NATURE ONLY. SUPPLIER SHALL DESIGN AND INDICATE LOCATION AND CONNECTION DETAILS OF ALL BRIDGING ON JOIST ERECTION DRAWINGS. SUPPLIER SHALL

FURNISH ALL BRIDGING MATERIAL.

4. BRIDGING CONNECTION TO WALLS AND STEEL FRAMING BY JOIST SUPPLIER.

5. WHEN CONCENTRATED LOADS THAT ARE GREATER THAN 100 LBS ARE APPLIED AT POINTS OTHER THAN PANEL POINTS, THE JOIST SUPPLIER/DESIGNER SHALL DESIGN FOR THE LOCALIZED CHORD BENDING, OR ADDITIONAL WEB MEMBERS SHALL BE PROVIDED AND FIELD INSTALLED BY THE CONTRACTOR AS SHOWN IN

THE DRAWINGS.

6. CONCENTRATED LOADS APPLIED TO JOIST TOP OR BOTTOM CHORDS MUST BE CONNECTED SO THAT LOAD IS APPLIED EQUALLY (CONCENTRICALLY) TO BOTH MEMBERS OF THE CHORD TO PREVENT INDUCING TORSION INTO THE CHORD MEMBERS. FOR EXAMPLE, HANGER CLAMPS WHICH ATTACH ONLY TO ONE OUTSTANDING

LEG OF A BOTTOM CHORD ANGLE WILL NOT BE PERMITTED.

7. JOIST SEATS SHALL HAVE A CAPACITY TO RESIST A LATERAL LOAD APPLIED TO THE TOP CHORD AND PERPENDICULAR TO THE SPAN. THIS "ROLLOVER" LOAD SHALL BE A MINIMUM OF 2000 LBS FOR 2 ½" DEEP SEATS, 1500 LBS FOR SEATS BETWEEN 2 ½" AND 5" DEEP AND 1000 LBS FOR SEAT DEPTHS 5" AND

GREATER.

8. SUBMIT SHOP DRAWINGS SHOWING LAYOUT, MARK, NUMBER, TYPE, LOCATION, AND SPACING OF JOISTS.

INCLUDE JOINING AND ANCHORAGE DETAILS, BRACING, BRIDGING, ACCESSORIES, ETC.

9. SUBMIT FOR RECORD CALCULATIONS AND ASSOCIATED REFERENCED ERECTION DRAWINGS. CALCULATIONS MUST BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE

PROJECT IS LOCATED.

10. MANUFACTURER MUST BE CERTIFIED BY SJI TO MANUFACTURE JOISTS SIMILAR TO THOSE INDICATED FOR

THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE.

11. JOIST MANUFACTURING, DESIGN, HANDLING, INSTALLATION, CAMBER, ETC. TO COMPLY WITH SJI

SPECIFICATIONS.

12. COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR SHOP WELDING, APPEARANCE, QUALITY OF

WELDS, AND METHODS USED IN CORRECTING WELDING WORK.

13. PROVIDE FINISH AS REQUIRED PER THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.

14. ALL JOISTS SHALL BE DESIGNED FOR A MINIMUM 5 PSF BOTTOM CHORD APPLIED COLLATERAL LOAD.

15. PROVIDE SPECIAL JOISTS AND CONNECTIONS CAPABLE OF WITHSTANDING THE DESIGN LOADS AS SHOWN ON THE DRAWINGS. INCLUDE ALL SNOW DRIFTING, HVAC EQUIPMENT, AND OTHER LOADING AS INDICATED.

16. PROVIDE THE FOLLOWING MAXIMUM ALLOWABLE DEFLECTION CRITERIA:

L/360 LIVE LOAD

L/240 TOTAL LOAD

STEEL DECK

1. STEEL DECK SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF THE FOLLOWING STANDARDS:

AISI, AWS, AND SDI.

2. WELDING PROCESSES AND WELDING OPERATORS SHALL BE QUALIFIED BY THE AWS "STANDARD

QUALIFICATION PROCEDURE."

3. SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND TYPES OF DECK UNITS, FASTENER PATTERNS, SUPPLEMENTARY FRAMING, ETC.

4. PROVIDE DECK CONFIGURATIONS COMPLYING WITH SDI "ROOF DECK SPECIFICATIONS" RELATING TO THE

SECTION PROPERTIES AS INDICATED ON THE DRAWINGS.

5. INSTALL DECK UNITS AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND

FINAL SHOP DRAWINGS.

6. AFTER DECKING INSTALLATION WIRE BRUSH, CLEAN, AND PAINT SCARRED AREAS, WELDS, AND RUST SPOTS

ON TOP AND BOTTOM SURFACES OF DECKING UNITS AND SUPPORTING STEEL MEMBERS.

7. IN AREAS WHERE SHOP PAINTED SURFACES ARE TO BE EXPOSED APPLY TOUCH-UP PAINT TO BLEND INTO

ADJACENT SURFACES.

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 CONTROL OR CONSTRUCTION JT

CL CENTERLINE

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

EOD EDGE OF DECK

EOG EDGE OF GRATING

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 COND

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

DELEGATED DESIGN:

1. DELEGATED DESIGN CONSISTS OF ELEMENTS OF THE WORK THAT ARE NOT INCLUDED IN THE INITIAL PERMIT SUBMITTAL AND ARE REQUIRED TO BE SUBMITTED AT A LATER DATE TO THE BUILDING OFFICIAL, ARCHITECT, AND/OR ENGINEER OF RECORD.

2. ALL DELEGATED DESIGN SUBMITTALS SHALL BE PREPARED, SIGNED, AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PROJECT IS LOCATED.