RFB_326002_-_Volume_4.pdf

ARCHITECTURAL MECHANICAL

STRUCTURAL ELECTRICAL

ARCHITECTURAL DESIGN, MECHANICAL, ELECTRICAL, AND PLUMBING

ENGINEERING

STRANG, INC.

STRUCTURAL ENGINEERING

MP-SQUARED STRUCTURAL ENGINEERS, LLC

LANDSCAPE ARCHITECTURE

SAIKI DESIGN, INC.

TECHNOLOGY & AV 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 - SCALE HOUSE

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PROJECT LOCATION

MADISON

GENERAL

CG000 TITLE SHEET

CG001 GENERAL INFORMATION

CG002 LIFE SAFETY PLAN & CODE INFORMATION

STRUCTURAL

CS001 STRUCTURAL NOTES

CS101 FOUNDATION PLAN

CS301 WOOD FRAMING PLAN

CS501 CONCRETE DETAILS

CS901 WOOD DETAILS

CS902 WOOD DETAILS

ARCHITECTURAL

CA001 PARTITION, WALL & ROOF TYPES

CA002 INTERIOR FINISH SCHEDULE

CA003 DOOR AND FRAME TYPES, DETAILS AND HARDWARE SCHEDULE

CA004 STOREFRONT ELEVATIONS

CA201 FLOOR PLAN

CA210 ROOF PLANS

CA261 INTERIOR FINISH AND FURNITURE & EQUIPMENT PLANS

CA271 FIRST FLOOR SIGNAGE PLAN

CA301 REFLECTED CEILING PLAN

CA401 EXTERIOR ELEVATIONS

CA402 EXTERIOR ELEVATIONS

CA410 EXTERIOR SIGNAGE ELEVATIONS

CA501 BUILDING SECTIONS

CA502 WALL SECTIONS

CA503 WALL SECTIONS

CA701 INTERIOR ELEVATIONS

CA801 EXTERIOR DETAILS

CA802 EXTERIOR DETAILS

CA803 EXTERIOR DETAILS

CA804 EXTERIOR DETAILS

CA901 INTERIOR DETAILS

CA902 INTERIOR DETAILS

PLUMBING

CP001 PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

CP200U UNDERSLAB PLUMBING PLAN - SCALE HOUSE

CP201 FIRST FLOOR PLUMBING WASTE PLAN - SCALE HOUSE

CP301 FIRST FLOOR PLUMBING SUPPLY PLAN - SCALE HOUSE

CP701 PLUMBING ISOMETRIC - SCALE HOUSE

CP801 PLUMBING DETAILS - SCALE HOUSE

CP901 PLUMBING SCHEDULES

MECHANICAL

CM001 MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

CM201 FIRST FLOOR MECHANICAL PLAN

CM801 MECHANICAL DETAILS & CONTROLS

ELECTRICAL

CE001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

CE201 FIRST FLOOR ELECTRICAL LIGHTING PLAN

CE301 FIRST FLOOR ELECTRICAL POWER PLAN

CE401 FIRST FLOOR ELECTRICAL FIRE ALARM PLAN

CE501 ELECTRICAL SECTIONS, ELEVATIONS AND ENLARGED PLANS

CE601 SCALE ELECTRICAL POWER PLAN

CE701 ELECTRICAL ONE-LINE DIAGRAM

CE801 ELECTRICAL DETAILS

CE911 ELECTRICAL SCHEDULES

CE912 ELECTRICAL PANEL SCHEDULES

TECHNOLOGY

CT000 PROJECT REQUIREMENTS & SPECIFICATIONS

CT001 PROJECT REQUIREMENTS & SPECIFICATIONS

CT002 SYMBOLS & LEGENDS

CT003 SYMBOLS & LEGENDS

CT004 SYMBOLS & LEGENDS

CT005 COMPONENTS SPECIFICATIONS & NOTES

CT201 FIRST FLOOR PLAN

CT601 SCALE PLAN

CT800 ENLARGED EQUIPMENT ROOM LAYOUTS

CT900 EQUIPMENT RACK DETAILS

CT901 SECURITY SYSTEM DETAILS

CT902 INSTALLATION DETAILS

CT903 INSTALLATION 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 HEIGHT

WINDOW/BORROWED LIGHT TYPE

VERTICAL ELEVATION

COLUMN GRID NUMBER

NEW DOOR

REVISION

(Cloud Around Revision)

NAME

ELEVATION

ROOM NAME

RM ##

BL-#

SPECIFIC DEMOLITION NOTE#

9' - 2"

ACP-1

C.W.-07

CW-A

EXTERIOR WINDOW TYPE

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 1/2"

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'

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2'

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MIRROR (MIR)

BOTTOM OF

APRON

INSULATE PIPE DRAIN &

HOT WATER SUPPLY @

ALL SINKS WHERE PLAM

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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ELECTRIC WATER

COOLER (EWC)

ACCESSORIES

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2'

FIRE EXTINGUISHER

CABINET (FEC)

5' -0

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4' -0

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FIRE

EXTINGUISHER (FE)

SANITARY NAPKIN

RECEPTACLE (SNR)

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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CG001

# 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

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

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

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NOT TO SCALE

LIFE SAFETY PLAN LEGEND

NOT TO SCALE

LIFE SAFETY PLAN LEGEND

FIRE EXTINGUISHER CABINET (FEC)

EGRESS WIDTH AND DIRECTION

67" Ø WHEELCHAIR TURNING SPACE

FEC

EXIT0"##

AED FA OFOI ITEMS: AUTOMATED

EXTERNAL DEFIBRILLATOR

(AED) AND FIRST AID KIT (FA)

30" x 52" CLEAR FLOOR SPACE

T-SHAPED TURNING SPACE 304.3.2.1(B)

CLASSIFICATION OF WORK:

New Building

BUILDING AREA:

First Floor 814 gross sq. ft.

BUILDING HEIGHT:

One story above grade plane 12' - 8" to highest point of roof

PRIMARY BUILDING USES: (IBC 2021 Chapter 3)

MIXED USE

Occupancies Occupancy group Floor area Office Areas Group B, Business 814 gsf

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

FIRE SPRINKLER SYSTEM:

None

FIRE ALARM SYSTEM:

Fire Alarm Initiation and Notification Devices

ALLOWABLE AREA CALCULATIONS: (IBC 2021 Table 506.2) 9,000 sq. ft. Allowable Area per B Occupancy, Non-Sprinklered

ALLOWABLE HEIGHT CALCULATIONS: (IBC 2021 Tables 504.3 and 504.4) 1 story 40 feet Allowable Height per B Occupancy, Non-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) Business Areas 814 gsf / 150 = 6 persons

PLUMBING FIXTURE CALCULATIONS: (IBC 2021 Table 2902.1)

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

Group B 6 0.25 0.15 0** 0***

Total required for 1 1 0 0 entire building

Total provided for entire building 1* 1* 0 1

Notes * Restroom facility for staff only. Restroom facilities for public convenience are provided in adjacent Education and Admin Center.

** IBC 2902.6

*** Table 2902.1, Footnote "e"

CODE INFORMATION

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

Non-Sprinkled

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

N/A NA 6 persons x 0.2 = 1.2 inches 33 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

C101

OBSERVATION DECK

C102

CORRIDOR

C103

UNISEX

C105

ELECTRICAL / IT

EXIT DIST: 53' - 2"

E X

IT

33"

C106

MECH / JAN

ACCESSIBLE RESTROOM

FEC AEDFA

C104

BREAK ROOM

5' - 0"

5'

DN

ACCESSIBLE ENTRANCE

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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CG002

GENERAL LIFE SAFETY PLAN NOTES

1 ALL DOOR LEAVES ARE 36" WIDE WITH 33" CLEAR EGRESS WIDTH, UNLESS NOTED

OTHERWISE.

2 WIDTHS NOTED ON LIFE SAFETY PLANS ARE CLEAR EGRESS WIDTHS

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

PNTN

SCALE: 1/4" = 1'-0"CG002

1 FIRST FLOOR LIFE SAFETY PLAN

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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. DEAD LOADS:

ROOF = 22 PSF (INCLUDES 5 PSF FOR FUTURE SOLAR PANELS)

B. LIVE LOADS:

ROOF = 20 PSF (REDUCEIBLE)

PRIVATE ROOMS AND CORRIDORS SERVING THEM = 40 PSF (REDUCIBLE)

PUBLIC ROOMS AND CORRIDORS SERVING THEM = 100 PSF

PARTITIONS = 15 PSF

C. DESIGN SNOW LOAD:

Pg = 30 PSF Pf = 0.7(Ce)(Ct)(I)(Pg) = 23.1 PSF Ce = 1.0 Cs = 1.0 Ct = 1.1 I = 1.0

DRIFTED SNOW, PER CODE: SEE PLAN

D. 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

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 = LIGHT FRAME WALLS WITH SHEAR PANELS - OTHER

R = 2.0

DESIGN BASE SHEAR (FX)= 0.041*W

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 MINIMUM 28 DAY COMPRESSIVE STRENGTH (fc') AS FOLLOWS:

a. FOOTINGS BELOW FROST LINE: f'c = 3,000 PSI

b. EXTERIOR FOUNDATION WALLS AND GRADE BEAMS

THAT ARE EXPOSED TO FREEZING: f'c = 4,000 PSI

c. INTERIOR AND EXTERIOR SLAB ON GROUND: f'c = 4,000 PSI

e. CONCRETE BEAMS, JOIST, & COLUMNS: f'c = 4,000 PSI

f. ALL OTHER CONCRETE: f'c = 3,000 PSI

3. ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE SHALL BE AIR ENTRAINED TO 6% (+/- 1.5% ) AND HAVE A MAXIMUM 1.5” AGGREGATE. ALL CONCRETE WITHOUT SUPERPLASTICIZERS SHALL HAVE A MAXIMUM SLUMP OF 4” ± 1".

4. CONCRETE SLABS ON GROUND CONTAINING REINFORCEMENT SHALL PLACE ALL REINFORCING BARS AND WWF ON CHAIRS, TIED IN PLACE, AND LOCATED IN THE MIDDLE TO THE UPPER ONE-THIRD OF THE SLAB. LIFTING REINFORCING AFTER CONCRETE IS PLACED IS NOT CONSIDERED TO BE AN EFFECTIVE MEANS OF PLACEMENT AND SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED 3 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WELDED PLAIN WIRE REINFORCEMENT FABRIC FOR CONCRETE SHALL CONFORM TO

ASTM A 185.

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. UNLESS THE MIX DESIGN INCLUDES THE USE OF SUPERPLASTICIZERS, CONCRETE WITH A SLUMP GREATER THAN 5” SHALL

BE REFUSED.

7. ALL CONCRETE REINFORCING STEEL TO BE ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC (WWF) TO BE ASTM A - 185.

ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315 AND 315R.

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

9. 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.

10. 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.

11. 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.

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 DURING ANY POINT IN THE DAY THE MEAN DAYLIGHT TEMPERATURE

IS LESS THAN 20°F.

13. ALL FLAT WORK CONCRETE SHALL BE COVERED IMMEDIATELY FOLLOWING SAW CUTTING AND MAINTAINED CONTINUOUSLY WET FOR A MINIMUM OF 7-DAYS AFTER PLACING. CURING SHEETS ARE TO BE USED AND REMAIN IN PLACE. CURING COMPOUNDS MAY BE USED APPLIED MUST BE APPLIED PER THE MANUFACTURES RECOMMENDATIONS. SUBMIT PRODUCT

DATA TO A/E FOR APPROVAL.

14. RETEMPERED CONCRETE, CONCRETE THAT HAS BEEN REMIXED AFTER INITIAL SET OR PARTIALLY HARDENED SHALL NOT

BE USED IN THE STRUCTURE.

15. 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.

16. 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.

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

CONTRACTOR.

18. UNLESS NOTED OTHERWISE ON THE DRAWINGS ALL REINFORCING SHALL BE LAPPED TO DEVELOP ITS CAPACITY AS

FOLLOWS:

19. SLAB ON GRADE SHALL HAVE A CLASS "A" TOLERANCE.

20. 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.

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

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

WEATHER.

23. 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.

24. NO TACK WELDING WILL BE PERMITTED ON ASTM A615 GRADE 40 OR 60 STEEL.

25. CONSTRUCTION JOINTS SHALL BE LOCATED AT CONTROL JOINTS OR CONTRACTION JOINTS.

26. ALL SLAB-ON-GRADE SHALL UTILIZE 1.5 INCH TOP AGGREGATE IN AN EVENLY DISTRIBUTED AGGREGATE GRADATION.

27. 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 ON SIZE LARGER THAN OUTSIDE DIAMETER OF THE PIPE PASSING THROUGH THE SLEEVE. VERIFY SIZE AND NUMBER WITH MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTOR.

28. 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 DEVLOPMENT

LENGTH2

CLASS "B" TENSION

LAP LENGTH3

STD DEVLOPMENT

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 _d VALUES FROM SECTION 25.4.2.2 IN ACI 318-14:

1.1 GRADE 60 REINFORCEMENT BARS

1.2 NORMAL WEIGHT CONCRETE (_=1.0)

1.3 NON-EPOXY COATED BARS (_=1.0)

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

2. STANDARD LAB 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

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

GENERAL

1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER AND

ARCHITECT OF ANY DISCREPANCY IMMEDIATELY.

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 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 BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL CONDITIONS PRIOR TO BIDDING. THIS INCLUDES INSURING 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.

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.

8. THIS BUILDING MEETS ALL OF THE EXEMPTIONS FOR SPECIAL INSPECTIONS.

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.

4. 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.

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

COORDINATED PRIOR TO FABRICATION OF STRUCTURAL COMPONENTS.

STRUCTURAL WOOD FRAMING

1. TIMBER DESIGN AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN

SPECIFICATION FOR WOOD CONSTRUCTION.

2. ALL WOOD FRAMING SHALL CONFORM TO THE FOLLOWING MINIMUM STRENGTH AND GRADING CRITERIA UNLESS SPECIFICALLY SHOWN DIFFERENT ON PLAN. IF SPECIFIC SPECIES AND GRADE OF LUMBER IS

UNAVAILABLE CONTACT MP-SQUARED STRUCTURAL ENGINEERS FOR SUITABLE SUBSTITUTIONS.

3. ALL CALCULATIONS HAVE BEEN BASED ON NAILS WITH PROPERTIES AS SHOWN IN THE TABLE BELOW.

NAIL SUBSTITUTIONS SHALL HAVE EQUAL OR GREATER DIAPHRAGM AND SHEAR CONNECTION

CAPACITIES PER LATEST ICC ESR - 1539 REPORTS.

8D MINIMUM REQUIRED FOR ALL ROOF CONSTRUCTION.

4. ALL CONNECTIONS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL HAVE A HOT - DIP GALVANIZED COATING OR THE SPECIFIC COATING SHALL BE SUBMITTED TO AND APPROVED BY THE

PROJECT ARCHITECT.

5. ALL SIZES SHOWN FOR TIMBER MEMBERS ARE STANDARD NOMINAL DIMENSIONS.

6. PLYWOOD PANELS SHALL BE APA GRADED STRUCTURAL PLYWOOD OR OSB SHEATHING.

7. ALL EXTERIOR EXPOSED TIMBER MEMBERS, WOOD MEMBERS IN DIRECT CONTACT WITH FOUNDATIONS OR EXTERIOR MASONRY AND INTERIOR MEMBERS NOTED TO BE PRESSURE TREATED WITH A NON-

ARSENATE COMPOUNDS (ACQ PREFERRED).

8. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT AND ENGINEER OF RECORD.

9. ALL BOLTS, LAG SCREWS, SCREWS AND NAILS SHALL HAVE A HOT DIP GALVANIZED FINISH.

10. SIMPSON STRONG-TIE CONNECTORS ARE SPECIFICALLY REQUIRED TO MEET THE STRUCTURAL CALCULATIONS OF PLAN. BEFORE SUBSTITUTING ANOTHER BRAND, CONFIRM LOAD CAPACITY BASED ON RELIABLE PUBLISHED TESTING DATA OR CALCULATIONS. THE ENGINEER OF RECORD IS REQUIRED TO

EVALUATE AND GIVE WRITTEN APPROVAL FOR SUBSTITUTION PRIOR TO INSTALLATION.

11. ALL SIMPSON CONNECTORS SHALL BE ZMAX (G185) OR HOT - DIP GALVANIZED (HDG).

12. THE CONTRACTOR SHALL SUBMIT FOR REVIEW PRIOR TO CONSTRUCTION (1) ONE SET OF

CONSTRUCTION PLANS PROVIDED BY THE ROOF TRUSS PROVIDER

13. THE INSTALLATION OF BOLTS IN TIMBER MEMBERS SHALL MEET THE REQUIREMENTS OF ANSI/ASME

STANDARD B18.2.1

14. BOLT HOLES IN TIMBER MEMBERS SHALL BE A MINIMUM OF 1/32” TO A MAXIMUM OF 1/16” LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN AND SIDE MEMBERS.

BOLTS SHALL NOT BE FORCIBLY DRIVEN.

15. A STANDARD CUT WASHER, METAL PLATE OR STEEL STRAP OR PLATE, OF SIZE NOT LESS THAN THE

STANDARD CUT WASHER, SHALL BE BETWEEN THE WOOD AND THE BOLT HEAD AND BETWEEN THE

WOOD AND THE NUT.

USE GRADE Fb (psi) Fc (psi) E (psi)

STUDS SOLID SAWN SPF SELECT

CONSTRUCTION

1,000 1,400 1,300,000

STUDS

MANUFACTURED

TIMBERSTRAND

LSL

2,250 1,950 1,500,000

BEAM

2x4 - 2x10

SPF No. 1 / No. 2

875 1,150 1,400,000

BEAM 2x12 SPF No. 1 / No. 2

875 1,150 1,400,000

BEAM

MANUFACTURED

LVL OR PSL 2,600 2,500 2,000,000

NAIL TYPE LENGTH (in) DIAMETER (in) HEAD (in)

2 .099 .2666d

2.5 .113 .2978d

3 .128 .31210d

3.5 .135 .34416d

FABRICATED WOOD TRUSSES

1. FABRICATE, SUPPLY, AND ERECT WOOD TRUSSES AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. WORK TO INCLUDE ANCHORAGE, BLOCKING, CURBING, MISCELLANEOUS INCIDENTAL FRAMING AND BRACING.

2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, AFPA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/ TPI 1 - 2015, AND THE CURRENT WISCONSIN COMMERCIAL BUILDING CODE.

3. FABRICATOR SHALL FURNISH DESIGN DRAWINGS & LAYOUT DRAWINGS BEARING THE SEAL AND

REGISTRATION NUMBER OF DESIGN PROFESSIONAL LICENSED IN THE STATE OF WISCONSIN.

4. DRAWINGS SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION.

5. LUMBER USED SHALL BE IDENTIFIED BY GRADE MARK OF A LUMBER INSPECTION BUREAU OR AGENCY APPROVED BY BOARD OF REVIEW OF AMERICAN LUMBER STANDARDS COMMITTEE, AND SHALL BE SIZE, SPECIES, AND GRADE IN ACCORDANCE WITH DESIGN DRAWINGS, AS REQUIRED.

6. CONNECTOR PLATES SHALL MEET OR EXCEED ASTM A653 REQUIREMENTS FOR STRUCTURAL STEEL.

7. TRUSSES SHALL BE FABRICATED AS SET FORTH IN ANSI/ TPI 1 - 2015 IN ACCORDANCE WITH THE DESIGN

DRAWINGS BY AN ESTABLISHED FABRICATOR.

8. TRUSSES SHALL BE HANDLED DURING FABRICATION, DELIVERY, AND AT JOB SITE SO AS NOT TO BE

SUBJECTED TO EXCESSIVE LATERAL BENDING.

9. INSTALLATION SHALL BE IN ACCORDANCE WITH HANDLING, INSTALLING, AND BRACING WOOD TRUSSES, HIB- 91, TPI. TRUSSES SHALL BE SET AND SECURED LEVEL AND PLUMB, AND IN CORRECT LOCATION.

10. TRUSSES SHALL BE SUFFICIENTLY BRACED DURING INSTALLATION TO PREVENT TOPPLING OR DOMINOING.

INSTALL ALL BRACING BEFORE PLACING CONCENTRATED LOADS ATOP TRUSSES.

11. CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED.

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

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 887.83 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. 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.

14. 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.

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

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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COPYRIGHT STRANG, INC. 2025

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CS001

DRAWING INDEX

SHEET TITLE

CS001 STRUCTURAL NOTES

CS101 FOUNDATION PLAN

CS301 WOOD FRAMING PLAN

CS501 CONCRETE DETAILS

CS901 WOOD DETAILS

CS902 WOOD DETAILS

N O

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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"

1. SEE SHEET CS001 FOR ADDITIONAL NOTES.

2. CONTROL JOINTS: ALL CONCRETE SLABS SHALL BE SAW CUT AS SOON AS THE

CONCRETE WILL SUPPORT THE SAWING EQUIPMENT AND DOES NOT RAVEL

DURING THE SAWING OPERATION. ALL SAW CUTTING SHALL BE PERFORMED

THE SAME DAY THE CONCRETE IS PLACED. SAW CUTS SHALL BE 1/ 8" WIDE

WITH DEPTHS OF AT LEAST 25% OF THE SLAB THICKNESS. JOINTING PATTERN

SHALL BE IN A SQUARE PATTERN, WITH MAXIMUM SPACING OF 12' - 0" FOR 4"

THICK SLABS, 13' - 0" FOR 5" THICK SLABS & 14' - 6" FOR 6" THICK SLABS

UNLESS NOTED OTHERWISE.

3. CURING: ALL CONCRETE FLAT WORK SHALL BE COVERED IMMEDIATELY

FOLLOWING SAW CUTTING AND MAINTAINED CONTINUOUSLY WET FOR A

MINIMUM OF 7 DAYS AFTER PLACING. CURING SHEETS SHALL BE USED, AND

ARE TO REMAIN IN PLACE, DURING THIS PERIOD. CURING COMPOUND MAY BE

USED AND MUST BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS.

4. VERIFY/COORDINATE ALL WALL OPENINGS AND WALL STEP LOCATIONS FOR

DOORS, GRADE CHANGES, PIPES, ETC. WITH ARCH AND MECHANICAL PLANS.

5. SEE UNDERGROUND PLUMBING DRAWINGS FOR ALL UNDERGROUND PLUMBING

REQUIREMENTS PRIOR TO POURING CONCRETE.

6. TOP OF BRICK LEDGE = SEE PLAN. VERIFY W/ ARCH PLANS PRIOR TO PLACING

FOUNDATION WALLS.

7. SEE 1 & 2/CS501 FOR FOOTING AND WALL CORNER REINFORCING

REQUIREMENTS.

8. SEE 3/CS501 FOR PIPE PENETRATIONS THROUGH FOUNDATION WALL.

9. SEE 4/CS501 FOR SLAB JOINT REQUIREMENTS. SLAB CONTROL JOINT SHALL

BE AS SHOWN ON PLAN OR SIMILAR. SLAB JOINT ASPECT RATIO SHALL NOT

EXCEED 1.5:1. SEE NOTE 2 ABOVE.

10. SEE 5/CS501 FOR ADDED REINFORCING AT REENTRANT CORNERS. PROVIDE

(2) #4 BARS AT ALL DEAD ENDS AND REENTRANT CORNERS, TYP.

11. SEE 11/CS501 FOR BRICK VENEER TIE BACK DETAIL.

PLAN NOTES

CS501

TF= 94'-8"

TW= 100'-0"

TF

4'

8"

TL

7'

8"

TW

0"

CS501

CS501

CS501

W 2.

7" 4'

4"

1'

0"

5'

4"

7"

16'-7" 34'-0"

CS501

50'-7"

9'-0" 41'-7"

CS501

4" CONC SLAB-ON-GROUND W/ 6x6 W2.0xW2.9 WWF ON 6" GRANULAR FREE

DRAINING GRAVEL BASE W/ VAPOR BARRIER.

TOP OF SLAB = 100'-0"

TL= 97'-8"

94'-8" F3.0

P1 99'-4" C1

94'-8" F3.0

P1 99'-4" C1

94'-8" F3.0

P1 99'-4" C1

94'-8" F3.0

P1 99'-4" C1

C1

C1

C1 C1

CS501

CS501

D D

A A

B B

C C

TW

0"

TW

9'

4"

TF

4'

8"

14"

W2.0

TF

4'

8"

TW

9'

4"

TF

4'

8"

TL

7'

8"

TW

0"

6" W 1.

14"

31'-1" 8'-2 1/2"

SL

OP

IN

G

TW= 96'-10"

TW= 94'-8"

CS902

TYP.

HD1

HD1

14"

W2.0

HD1

HD1

HD1

HD1

ARCHITECTURE

ENGINEERING

INTERIOR DESIGN

MADISON, WI | WAUKESHA, WI

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CS101

SCALE: 1/4" = 1'-0"CS101

1 FOUNDATION PLAN

1. CENTER FOOTING UNDER COLUMN. WHEN THE FOOTING IS

COMBINED WITH A STRIP FOOTING, SUCH AS A RETAINING

WALL, THE NET FOOTING SIZE MAY BE LARGER THAN EITHER

INDIVIDUAL FOOTING. COMBINE AS SHOWN.

F3.0 3'-0" x 3'-0" x 1'-0" 4-#5 EA WAY

FOOTING

MARK

FOOTING DIMENSION

(W x L x D)

FOOTING REINFORCING,

BOTTOM

FOOTING SCHEDULE

1. CENTER FOOTING UNDER WALL, UNO.

W2.0 2'-0" x 1'-0" 3-#5 CONT

W1.5 1'-6" x 1'-0" 2-#5 CONT

FOOTING

MARK

FOOTING DIMENSION

(W x D)

FOOTING REINF REMARKS

STRIP FOOTING SCHEDULE

1. CENTER PIER UNDER COLUMN OR UNDER BEAM BEARING UNLESS NOTED OTHERWISE.

2. SEE DETAIL X/S601 FOR TYPICAL PIER DETAILS.

3. PROVIDE DOWELS OF SAME SIZE & NUMBER AS VERTICAL REINFORCEMENT.

MINIMUM LAP PER GENERAL NOTES WITH STANDARD ACI HOOK INTO FOOTING.

4. PROVIDE THREE (3) SETS OF TIES AT 2"oc AT TOP OF PIER.

5. PIERS AT WALLS TO BE BUILT INTEGRAL WITH WALL. PIER LENGTH ABOVE INCLUDES

FOUNDATION WALL WIDTH.

P1 1'-4" x 1'-4"

4-#6 VERT W/ #3

TIES @ 12" OC

A

PIER

MARK

PIER DESCRIPTION

(W x L)

PIER RIENFORCING TYPE NOTES

PIER SCHEDULE

C1 HSS 3-1/2x3-1/2x1/4 BP1 - 9/CS501

COLUMN

MARK

SIZE BASE PLATE

COLUMN SCHEDULE

HD1 SIMPSON HDUE3-SDS2.5 5/8" Ø 2-2x6's

MARK TYPE

ANCHOR

BOLT SIZE

MIN END POST

HOLD-DOWN SCHEDULE

N O

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. 2026

WOOD BEARING WALL

MASONRY WALL

WOOD SHEAR WALL

WOOD SHEAR WALL DESIGNATION,

SEE SHEAR WALL SCHEDULE

WOOD FRAMING LEGEND

SWX

MWX

MASONRY WALL DESIGNATION,

SEE CMU WALL SCHEDULE

HOLDDOWN ANCHOR/STRAP, SEE

HOLDOWN SCHEDULE

HDX

PLAN NOTES

1. SEE CS501 FOR ADDITIONAL NOTES.

2. SEE SCS501 FOR HEADER AND BEAM SCHEDULE, AND WOOD BEARING WALL

SCHEDULE FOR STUD SIZE AND SPACING.

3. SEE CS501 FOR MINIMUM FASTENING SCHEDULE.

4. ROOF SHEATHING SHALL BE 1/2" APA 24/ 16 SPAN EXP 1 OSB. SEE

CS901 FOR FASTENING REQUIREMENTS.

5. SEE 2/CS501 FOR ALLOWABLE HOLE SIZES AND LOCATIONS FOR LVL &

PARALLAM BEAMS.

6. DESIGN GABLE END TRUSS FOR 25 PSF WIND ON FACE.

7. TRUSS-TO-TRUSS CONNECTIONS SHALL BE DESIGNED AND SUPPLIED BY

TRUSS SUPPLIER.

8. SEE ARCH FOR ALL WINDOW CANOPY/ AWNING/ SIGNAGE LOCATIONS.

PROVIDE BLOCKING AS REQUIRED FOR ATTACHMENT TO STUD WALL.

9. EXTERIOR WALLS TO BE SW1 SHEAR WALLS UNO.

10. TEMPORARY CONSTRUCTION BRACING TO REMAIN IN PLACE UNTIL WALL

SHEATHING & HOLDOWNS HAVE BEEN INSTALLED.

11. DESIGN UPLIFT ON ROOF TRUSSES AS INDICATED IN THE DESIGN DATA.

PROVIDE TIE DOWNS AT EACH TRUSS, AT EVERY POINT OF BEARING.

12. RTU LOCATION & WEIGHTS HAVE NOT BEEN PROVIDED TO MP2 AT THIS

TIME. VERIFY RTU LOCATION, WEIGHT AND SIZE PRIOR TO TRUSS

FABRICATION. TRUSSES TO BE DESIGNED FOR CONCENTRATED/ UNIFORM

LOADS AS REQUIRED. CONTRACTOR TO COORDINATE WITH MECHANICAL

ENGINEER, ARCHITECT, STRUCTURAL ENGINEER & TRUSS SUPPLIER.

CS902

CS902

CS902

CS902

CS902

MIN 1'-6" TRUSS

DEPTH AT THIS END

MIN 2'-6" TRUSS

DEPTH AT THIS END

9'-0" 18'-0" 22'-2"

B1

H

H2

H1

H

H

C1

C1

C1

CS902

CS902

C1

CS902

CS902

H1

D D

A A

B B

C C

TO

P

CH

OR

D

SL

OP

ED

W

OO

D

RO

OF

T

RU

SS

ES

4"

O C

1'

4" 1'

4"

1'

4" 1'

0"

TO

P

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OR

D

SL

OP

ED

W

OO

D

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OF

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RU

SS

ES

, S

EE

S

PA

CI

N G

27'-0"

EDGE OF TRUSS/

PARAPET FRAMING,

TYPICAL.

6"

SP

AC

ES

0"

O C

6'

0"

ROOF TRUSS LOADING

TOP CHORD DL = 14 PSF

BOTTOM CHORD DL = 8 PSF

20 PSF REDUCIBLE

BALANCED SNOW = 23.1 PSF

SNOW DRIFT = SEE SNOW LOADING DIAGRAM BELOW

13.3 PSF GROSS UPLIFT FIELD

15.8 PSF GROSS UPLIFT PERIMETER

15.8 PSF GROSS UPLIFT CORNERS

L/ 240 LIVE/ SNOW

L/ 180 TOTAL

DEAD LOAD:

LIVE LOAD:

SNOW LOAD:

WIND LOAD:

DEFLECTION:

ARCHITECTURE

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CS301

SCALE: 1/4" = 1'-0"CS301

1 ROOF FRAMING PLAN

1. WINDOWS/DOORS (ETC) TO ALLOW FOR MAX 3/8" VERT DEFLECTION OF HEADER

(TYPICAL ALL FLOORS). INSTALL WINDOWS AFTER ALL DEAD LOADS ARE IN PLACE.

2. SEE BEAM/ HEADER CONNECTION SCHEDULE FOR FASTENING REQUIREMENTS.

3. HEADER AND BEAMS DESIGNATED (HX-R) OR (BX) TO BE RAISED FLUSH w/

BOTTOM OF TRUSS ELEVATION. TRUSS SUPPLIER TO MODIFY HEEL HEIGHTS AS REQ'D

4. PRESSURE TREATED LUMBER TO BE SOUTHER YELLOW PINE No. 2.

B1 (3) 1.75"x11.875" LVL BEAM POCKET, FULL 5.5" BEARING 2,3,4

H2 (3) 1.75"x11.875" LVL SEE DETAIL FOR COLUMN CAP 1,2,3

H1 (3) 2x10 2 1 1,2,3

MARK DESCRIPTION SHOULDER STUDS NO. FULL HEIGHT... NOTES

WOOD BEAM/HEADER SCHEDULE

GENERAL SHEAR WALL NOTES:

1. SEE BEARING WALL SCHEDULE FOR STUD SPACING.

2. WHEN BLOCKING IS REQUIRED, USE 2x BLOCKING AT ALL PANEL EDGES, SAME DEPTH AS STUD, AND PROVIDE EDGE NAILING AT ALL SUPPORTS & PANEL EDGES.

3. APPLY SHEATHING PANELS EITHER VERTICALLY OR HORIZONTALLY IN 4'-0" OR WIDER SHEETS ONLY.

4. TOE NAILS SHALL BE COMMON OR GALVANIZED BOX NAILS. TOE NAILING MUST BE FROM OUTSIDE FACE OF RIMBOARD. IF OUTSIDE FACE IS NOT ACCESSIBLE USE SHEAR CLIP OPTION.

SW1

5/8" DENSGLASS

SHEATHING

11-GUAGE X

1-3/4" NAILS

4" oc 6" oc 1/2"Ø @ 4'-0" oc 16d @ 16" oc 10d @ 16" NO

MARK

(1) (2)

SHEATHING FASTENER SIZE

EDGE

SPACING

FIELD

SPACING

ANCHOR BOLTS SOLE PLATE NAILING

SHEAR CLIP OR TOE NAIL

(7) (8)

BLOCKING REQUIRED (3)

SHEAR WALL SCHEDULE

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ADDED CORNER REINFORCING

(MATCH FTG REINF SIZE)

OPTIONAL KEY JOINT

REINF BARS

FOOTING INTERSECTION FOOTING CORNER

SEE PLAN SEE PLAN

HK

STD

LA

P

M

IN

CL

AS

S B

2'-0" MIN

CLASS B LAP

2'

0" M

IN

CL

AS

S B

LA

P

2'-0" MIN

CLASS B LAP

2'

0" M

IN

CL

AS

S B

LA

P

ADDED CORNER REINF TO

MATCH SIZE & SPACING OF

LARGEST HORIZ REINF

PLACE VERT WALL REINF @ INSIDE

CORNER OF HOOKS (OTHER VERT

REINF NOT SHOWN FOR CLARITY)

OPTIONAL KEY JOINT

REINFORCING BARS

SEE WALL SECTION

NOTES:

1. CONTRACTOR MAY EXTEND

HORIZ WALL REINF WITH 2'-0"

90° HOOK IN LIEU OF ADDED

CORNER REINFORCING.

2. NO VERT WALL CONSTRUCTION

JOINT WITHIN 5'-0" OF WALL

CORNER.

3. SIM FOR SINGLE HORIZ BAR.

WALL

INTERSECTION

WALL CORNER

LA

P

CL

AS

S B

PLAN

SEE

PLAN

SEE

PL

AN

SE

E

HK

STD

CONTROL JOINT

CONSTRUCTION JOINT

WWF TO BE PLACED IN TOP 1/3 OF

SLAB. CUT EVERY-OTHER WIRE TYP

WWF REINF CONT THRU JOINT

SAWCUT JOINT WITHIN 12 HRS

OF SLAB POUR. DEPTH = t/4

12" OF WELL -GRADED

GRANULAR MATERIAL WITH

LESS THAN 3% PASSING

THE No. 200 SIEVE. SEE

GEOTECH REPORT.

1 1/2" KEYWAY

t

WWF REINF DISCONTINUOUS

THRU JOINT

12" OF WELL -GRADED

GRANULAR MATERIAL WITH

LESS THAN 3% PASSING

THE No. 200 SIEVE. SEE

GEOTECH REPORT.

WWF TO BE PLACED IN TOP 1/3 OF

SLAB. CUT EVERY-OTHER WIRE TYP

M

IN

2" C

LR

FLOOR SLAB 2- #4 BARS x 2'-0"

FDN WALL REENTRANT/ INSIDE CORNER

T.O WALL = SEE PLAN

T.O SLAB = SEE PLAN

TYPICAL FOR EXTERIOR

DOOR LOCATIONS.

SLEEVE

FTG ELEVATION AS

INDICATED ON PLAN

ALL PIPES TO CLEAR SLEEVE

BY 1/2" ALL AROUND

CAULK WHERE NECESSARY

M

IN

NO PIPES TO

BE PLACED IN

THIS HEIGHT

WHERE PIPE WILL PENETRATE

FTG, STEP FTG AND SLEEVE

UTILITY LINE THRU FOUNDATION WALL

MIN.

1'-6"

NO DIGGING FOR PIPE TRENCH PARALLEL

TO FTG WITHIN THESE LINES (WALL FTG

SHOWN, COLUMN FTG SIMILAR)

PIPE

45° SLOPE

NOTES:

1. THIS DETAIL APPLIES WHEN PIPE WOULD PENETRATE THE FOOTING, THEN

FOOTING ELEVATION MUST BE DROPPED.

2. IF UTILITY LINE RUNNING PERPENDICULAR TO FOOTING IS MORE THAN

3'-0" BELOW BOTTOM OF FOOTING, IT IS NOT NECESSARY TO DROP FTG

AND SLEEVE LINE THRU WALL AS SHOWN ABOVE.

T.O. FTG

SEE PLAN

SE

E

PL

AN

T.O. WALL

SEE PLAN

CONC SLAB, SEE PLAN

#4 DOWEL W/ STD HOOK

@ 48"OC ALT DIRECTION

EVERY OTHER BAR

3" RIGID INSULATION,

SEE ARCH. 1" AT WALL

(2)#4 BARS BOT

FND REINF,

SEE SCHED

SUB-BASE PER GEOTECHNICAL

ENGR OR GENERAL NOTES.

EQ 1'-2" EQ

SEE PLAN

TREATED 2x SILL PL, MIN (2) ANCHORS

PER PIECE W/ (1) ANCHOR LOCATED

NOT MORE THAT 12" OR LESS THAN 4"

FROM EA END OF PIECE. OFFSET EDGE

OF FDN WALL 1½", TYP.

½"Ø SIMPSON TITEN HD

ANCHOR W/ 5¾" EMBED

@ 4'-0" OC

EXTERIOR SHEATHING

2x STUD WALL W/ (2) 2x

TOP PLATE, SEE SCHED

FOR GRADE & SPACING

6" 8"

BRICK, SEE ARCH

(2) #4 BARS TOP

T.O. LEDGE

SEE PLAN

#4 HORIZ BARS @ 24" OC

#4 VERTICAL @ 24" OC

RIGID INSULATION,

SEE ARCH

1 1/2"

1/

2"

10"

5" 5"

5" 5"

10"x10"x5/8" BASE PLATE

(4) 3/4" ANCHOR BOLTS

WITH OVERSIZED HOLES

HSS PER PLAN

1/4"

BP1

CL

SE

E

PL

AN

T.O. WALL

SEE PLAN

CONC SLAB, SEE PLAN

#4 DOWEL W/ STD HOOK

@ 48"OC ALT DIRECTION

EVERY OTHER BAR

(2)#4 BARS BOT

FND REINF, SEE SCHED

SUB-BASE PER GEOTECHNICAL

ENGR OR GENERAL NOTES.

EQ 1'-2" EQ

SEE PLAN

TREATED 2x SILL PL, MIN (2) ANCHORS

PER PIECE W/ (1) ANCHOR LOCATED

NOT MORE THAT 12" OR LESS THAN 4"

FROM EA END OF PIECE. OFFSET EDGE

OF FDN WALL 1½", TYP.

½"Ø SIMPSON TITEN HD

ANCHOR W/ 5¾" EMBED

@ 4'-0" OC

EXTERIOR SHEATHING

2x STUD WALL W/ (2) 2x

TOP PLATE, SEE SCHED

FOR GRADE & SPACING

BRICK, SEE ARCH

(2) #4 BARS TOP

#4 HORIZ BARS @ 24" OC

#4 VERTICAL @ 24" OC

RIGID INSULATION,

SEE ARCH

6" 6" 6"

1'-6"

(4) #5 BARS T&B ALL AROUND AND

DOWELED TO FOUNDATION WALL

6x6 W2.1xW2.1 WWF IN 4"

CONCRETE SLAB-ON-GRADE

#4 BARS @ 12"OC ALL AROUND

#4x12 DOWELS @ 12"OC

ALL AROUND

T.O. WALL

SEE PLAN

T.O. FTG

SEE PLAN

#4 x 12" DOWEL, DRILL AND

EPOXY INTO WALL @ 12" OC.

8" 4"

GUARD RAIL,

SEE ARCH

SLEEVE FORM w/

9" EMBED, TYP

(6) #4 @ TOP

AROUND GUARD RAIL

SE

E

PL

AN

T.O. WALL

SEE PLAN

CONC SLAB, SEE PLAN

#4 DOWEL W/ STD HOOK

@ 48"OC ALT DIRECTION

EVERY OTHER BAR

(2)#4 BARS BOT

FND REINF, SEE SCHED

SUB-BASE PER GEOTECHNICAL

ENGR OR GENERAL NOTES.

EQ 1'-2" EQ

SEE PLAN

#4 HORIZ BARS @ 24" OC

#4 VERTICAL @ 24" OC

RIGID INSULATION,

SEE ARCH

6" 6" 6"

1'-6"

(4) #5 BARS T&B ALL AROUND AND

DOWELED TO FOUNDATION WALL

6x6 W2.1xW2.1 WWF IN 4"

CONCRETE SLAB-ON-GRADE

#4 BARS @ 12"OC ALL AROUND

#4x12 DOWELS @ 12"OC

ALL AROUND

T.O. WALL

SEE PLAN

T.O. FTG

SEE PLAN

GUARD RAIL,

SEE ARCH

SLEEVE FORM w/

9" EMBED, TYP

(6) #4 @ TOP

AROUND GUARD RAIL

DOOR, SEE ARCH

T.O. SLAB

SEE PLAN

CONC SLAB, SEE PLAN

WALL BEYOND

6" 1'-4"

T.O. LEDGE

SEE PLAN

T.O. PIER

SEE PLAN

CL

1/2" PJF

CONC DIAMOND. FILL AROUND

COL AFTER FLOOR IS CAST &

COLUMNS ARE CARRYING FULL

DEAD LOAD

ANCHOR BOLT SIZE &

SPACING, SEE COLUMN

SCHEDULE

1 1/2" NON- SHRINK

NON-METALLIC GROUT TYP

AT CONTRACTORS OPTION

WALL EDGE BEYOND

(3) TIES IN TOP 8"

VERT BARS W/ STD

HOOK INTO FTG

TIE BARS, SEE SCHED

6 1/4" 9 3/4"

WOOD STUD

MIN W1.7 "VEE" TWO

PIECE GALV

ADJUSTABLE TIE.

ATTACH TO STUD W/

GALV #12 SCREWS

FND WALL,

SEE PLAN

BRICK VENEER

5/8"COVER MIN

EXTEND TIE MIN 1 1/2"

INTO VENEER BRICK

1. PROVIDE VENEER TIES AT MAX 16"OC VERT W/ (1) TIE PER 2-SQ FT.

2. PROVIDE ADDITIONAL TIES AROUND OPENINGS LARGER THAN 16".

3. PROVIDE VERT & HORIZ EXPANSION JOINTS. COORD W/ ARCH & FND WALL SPACING.

4. PROV W1.7 WIRE JOINT REINFORCEMENT AT 16"OC VERT IN CMU VENEER.

SCALE: 3/4" = 1'-0"CS501

1 FOOTING CORNER REINFORCING

SCALE: 3/4" = 1'-0"CS501

2 WALL CORNER REINFORCING

SCALE: 3/4" = 1'-0"CS501

4 SLAB JOINTS

SCALE: 3/4" = 1'-0"CS501

8 SLAB REINF AT REENTRANT CORNERS

SCALE: NTSCS501

3 PIPE PENETRATION AT FDN WALL

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CS501

SCALE: 3/4" = 1'-0"CS501

5 TYPICAL FOUNDATION WALL AT BRICK

SCALE: 3" = 1'-0"CS501

9 COLUMN BASE PLATES

SCALE: 3/4" = 1'-0"CS501

6 STOOP AT WALL

SCALE: 3/4" = 1'-0"CS501

7 STOOP AT DOOR

SCALE: 3/4" = 1'-0"CS501

10 TYPICAL PIER SECTION

SCALE: 1" = 1'-0"CS501

11 VENEER TIE BACK AT STUD WALL

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LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3 - 16d COMMON EACH JOIST OR RAFTER, FACE NAIL

JOIST TO BAND JOIST OR RIM JOIST 3 - 16d COMMON END NAIL

MINIMUM FASTENING SCHEDULE (UNO)

3 - 8d COMMON

FASTENING

JOIST TO SILL, TOP PLATE, OR GIRDER

DOUBLE TOP PLATES

DOUBLE STUDS (NOT AT BRACED WALL PANELS)

CEILING JOIST TO PLATE

LOCATIONCONNECTION

BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 2 - 8d COMMON TOENAIL EACH END

TOENAIL

1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON FACE NAIL

FACE NAIL16d @ 24" O.C

FACE NAIL16d @ 16" O.C

3 - 8d COMMON

ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF

RAFTER TO 2-INCH RIDGE BEAM

FACE NAIL

TABLE 2308.7.3.1

3 - 10d COMMON

3 - 16d COMMON MINIMUM

(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)

CEILING JOISTS TO PARALLEL RAFTERS

TOENAIL3 - 16d COMMONRAFTER OR TRUSS TO TOP PLATE

(SEE SECTION 2308.7.5, TABLE 2308.7.5)

FACE NAIL AT ENDS & AT EACH SPLICE

FACE NAIL AT TOP & BOTTOM STAGGERED

AND: 2 - 20d COMMON

20d COMMON 32" O.CBUILT-UP GIRDER & BEAMS

ON OPPOSITE SIDES

COLLAR TIE TO RAFTER

2" PLANKS

3 - 16d COMMON

29.

2 - 16d COMMON

2 - 16d COMMON

TOENAIL

END NAIL

FACE NAIL

AT EACH BEARING, FACE NAIL

PER 2021 IBC & WISCONSIN COMMERCIAL BUILDING CODE: TABLE 2304.10.1

3.

30.

24.

9.

13.

22.

5.

7.

27.

6.

8.

28.

26.

For SI: 1 inch = 25.4mm

a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO IBC SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.

b.…