brown county barkhausen restroom addition · 2019. 7. 15. · large-scale, more specific details...

ADD ALTERNATES1. ADD SCOPE OF WORK TO INCLUDE CONVERSION OF EXISTING MENS ROOM

TO STORAGE AND CONVERSION OF EXISTING W OMENS ROOM TO FAMILY RESTROOM

2. REPLACE SLAB ON GRADE CONSTRUCTION WITH FLOOR FRAMING CONSTRUCTION. ADD PORCELAIN TILE IN LIEU OF EPOXY FLOORING (EPX.1) SEE A1-41 AND SPECS FOR PORCELAIN TILE DETAILS

3. ADD GUTTERS, DOW NSPOUTS, AND SPLASHBLOCKS.

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY

ISG PROJECT #

PROJECT INDEX:

OWNER: PROJECT ADDRESS: MANAGING OFFICE:

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT.

9/23/2019 2:06:19 PM

G1-10

TITLE SHEET,

SHEET INDEX,

PROJECT

GENERAL NOTES

22812 Arch R18.rvt

KML

KML

07/15/19

LAR

2303

SUAMICO WISCONSIN

200 22812 G1-10

19-22812

19-22812SUAMICO, WISCONSIN

INTERPRETIVE CENTER2024 LAKEVIEW DRIVESUAMICO, WISCONSIN 54305

PROJECT MANAGER: KELSEY LUTZOWEMAIL: [email protected]

BROWN COUNTYNICOLE HILKER2024 LAKEVIEW DRIVESUAMICO, WISCONSIN 54305920-448-6495920-488-4054

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

BROWN COUNTY BARKHAUSEN RESTROOM ADDITION

G1-10 TITLE SHEET, SHEET INDEX, PROJECT GENERAL NOTES

PROJECT GENERAL NOTES1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO,

THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL ANDSUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALLADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT / ENGINEER.

2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR INCOMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK.CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CORRELATING QUANTITIES AND DIMENSIONS.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OFANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFOREPROCEEDING WITH THE WORK.

4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT / ENGINEER OF ANYDISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDINGWITH THE WORK.

5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIREDTHROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN.WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFYARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK.

6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED,CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS.IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACTDOCUMENTS, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK.

7. LARGE-SCALE, MORE SPECIFIC DETAILS TAKE PRECEDENCE OVER SMALLER-SCALE, LESS SPECIFICDETAILS AND INFORMATION. MORE STRINGENT REQUIREMENTS FOR CODE, PRODUCTS ANDINSTALLATION TAKE PRECEDENCE OVER LESS STRINGENT REQUIREMENTS. NOTIFYARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION ORCLARIFICATION BEFORE PROCEEDING WITH THE WORK.

8. PROVIDE CONTINUOUS SEALANT AROUND ALL MATERIALS AT EXTERIOR WALL PENETRATIONS. REFER TOSPECIFICATIONS FOR APPROPRIATE SEALANT.

9. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANICCORROSION.

10. SEAL ALL OPENINGS IN WALLS, FLOORS, CEILINGS, AND ROOFS, AROUND DUCTS, PIPES, VENTS, TRAPS,CONDUIT AND ALL OTHER PENETRATIONS WITH FIRE STOPPING AS SPECIFIED AND REQUIRED BY CODES.

11. PROVIDE TEMPORARY WALLS, ENCLOSURES, DUST SHIELDS AND WALK-OFF MATS AS REQUIRED TOSEPARATE DEMOLITION AND CONSTRUCTION FROM EXISTING BUILDING.

12. PROVIDE BRACING AND SHORING AS REQUIRED TO PROTECT EXISTING STRUCTURE TO REMAIN.PROVIDE SECURE AND WEATHERPROOF ENCLOSURE OF TEMPORARY OPENINGS IN EXTERIOR WALLS.PROTECT ALL BUILDING COMPONENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION.

13. RESTORE ALL EXISTING AREAS AFFECTED BY DEMOLITION AND RELATED NEW CONSTRUCTION TO THEIRORIGINAL CONDITION, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, AND CEILINGS AND THEIRASSOCIATED FINISHES.

14. PROVIDE SOLID WALL BACKING WITH METAL OR FIRE-RETARDANT WOOD BLOCKING BEHIND DOORHARDWARE SUCH AS WALL STOPS, BUMPERS, HOLD OPENS, ETC.

SHEET INDEXSHEET # SHEET TITLE

S2-11 FOOTING AND FOUNDATION DETAILS

S2-12 ADD ALTERNATE 2 FOOTING AND FOUNDATION DETAILS

S4-11 ROOF FRAMING PLAN

S6-21 ROOF FRAMING DETAILS

PLUMBING

P1-11 FIRST FLOOR PLUMBING DEMO PLAN

P2-11 FIRST FLOOR SANITARY PLUMBING PLAN

P2-12 FIRST FLOOR POTABLE WATER PLAN

P3-11 PLUMBING ISOMETRICS

P5-11 PLUMBING SCHEDULES & DETAILS

MECHANICAL

M1-11 FIRST FLOOR HVAC DEMO PLAN

M2-11 FIRST FLOOR HVAC PLAN

M2-12 ROOF HVAC PLAN

M4-11 HVAC SCHEDULES & DETAILS

ELECTRICAL

E2-10 ELECTRICAL SITE PLAN

E2-11 FIRST FLOOR POWER PLAN

E3-11 FIRST FLOOR LIGHTING PLAN

E4-11 ELECTRICAL SYMBOLS LISTS AND MOUNTING HEIGHTS DETAIL

E4-12 ELECTRICAL SPECIFICATIONS

E5-11 POWER PANEL BOARDS, ELECTRICAL RISER AND SCHEDULES

SHEET INDEXSHEET # SHEET TITLE

GENERAL

G1-10 TITLE SHEET, SHEET INDEX, PROJECT GENERAL NOTES

G1-11 MOUNTING HEIGHTS AND STANDARDS, ABBREVIATIONS AND SYMBOLS

G1-21 CODE DATA AND CODE DATA PLAN

CIVIL

C0-10 SITE DATA

C1-10 PROPOSED SITE EROSION CONTROL PLAN

C1-20 EROSION CONTROL DETAILS


ARCHITECTURAL

A1-01 INTERIOR PARTITION WALL TYPES, PARTITION NOTES

A1-11 FIRST FLOOR DEMOLITION PLAN

A1-21 FIRST FLOOR PLAN

A1-31 FIRST FLOOR REFLECTED CEILING PLAN

A1-41 FIRST FLOOR FINISH PLAN AND FINISH LEGENDS

A1-71 ROOF PLAN

A2-11 EXTERIOR ELEVATIONS

A3-11 BUILDING SECTIONS

A4-11 DOOR AND WINDOW SCHEDULES, SIGNAGE AND ELEVATIONS

A6-11 INTERIOR ELEVATIONS AND CASEWORK SECTIONS

STRUCTURAL

S1-00 STRUCTURAL NOTES

S1-11 FOUNDATION AND SLAB PLAN

S1-12 ADD ALTERNATE 2

GREEN BAY OFFICE

115 PINE STREET SUITE 300GREEN BAY, WISCONSIN 54301PHONE: 920.434.2128

LOCATION OF BUILDING

REVISION SCHEDULE

DATE DESCRIPTION BY

WATER CLOSETREAR WALL

WATER CLOSETSIDE WALL

URINAL (ADA COMPLIANT ONLY)WHEN TWO OR MORE URINALS ARE SHOWN, MOUNT ONLY ONE

AT ADA COMPLIANT HEIGHT AND OTHERS AT 24" TO RIM

SOAP DISPENSER

MIRROR SANITARY PRODUCT RECEPTACLE

PAPER TOWEL

DISPENSER

MOP STRIP FIRE EXTINGUISHER OR CABINET

SHELF DIAPER CHANGING TABLE

24" MIN 12" MIN

17"-18"3

3"-

36

"

GRAB BAR

24" MIN.

42" MAX.

7"-9"

17

" -

19

"

18

" M

IN.

7"

1 1

/2"

MIN

.

33

" -

36

"

39

" -

41

"1

8"

MIN

MAX

12" 42" MIN

39"-41"

54" MIN

GRABBAR

OPERABLE PARTS OF DISPENSERS AND SANITARY PRODUCT RECEPTACLES SHALL BE LOCATED WITHIN HATCHED AREA

17

" M

AX

.

AD

A C

OM

PL

IAN

T O

NLY

44

" M

AX

.

FLUSH VALVE

RIM

24" MIN

36"

MIN

SU

RF

AC

E O

F M

IRR

OR

40"

MA

X T

O R

EF

LE

CT

IVE

NOTE:35" IF NOT LOCATED ABOVE LAVS, SINKS OR COUNTERS

TOP AT 2" BELOW HORIZONTAL GRAB BAR; OPERABLE PARTS WITHIN 12" MIN AND 40" MAX FROM REAR WALL

54"

TO

TO

P O

F H

AN

DL

E

48"

OR

40

" -

48

"

(PA

RA

LLE

L A

PP

RO

AC

H)

54"

TO

LA

TC

HIN

G M

EC

HA

NIS

M

OF

UN

FO

LD

ED

TA

BLE

34

" M

AX

TO

TO

P

ADA COMPLIANT SIGNAGE

MULTIPLE LINE ADA SIGNAGE

OF

BO

TT

OM

LIN

E T

EX

T

48

" M

IN T

O B

OT

TO

M

OF

TO

P L

INE

TE

XT

60

" M

AX

TO

BO

TT

OM

60" CLEAR FLOOR SPACE

WASTERECEPTACLE

MOUNTING HEIGHTS AND STANDARDS

OP

ER

AB

LE

PA

RT

44

" T

O H

IGH

ES

T

WALL-MOUNT LAVATORY (WITH KNEE AND TOE

CLEARANCES)

DROP-IN LAVATORY (WITH KNEE AND TOE CLEARANCES)

MIN.

8"

MIN

.

9"

27

" M

IN.

MAX.6"

MIN.

11" KNEE CLEARANCE AREA

TOE CLEARANCE

AREA

25" MAX.

17" MIN.

34

" M

AX

.

34

" M

AX

.

MIN.

8"

MIN

.

9"

27

" M

IN.

MAX.6" MIN.

11"

25" MAX.

17" MIN.

KNEE CLEARANCE AREA

TOE CLEARANCE

AREA

18 1/4" MIN.

AMBULATORY STALLPLAN VIEW

(GRAB BARS EA SIDE-SEE WATER CLOSET -

SIDE WALL DETAILFOR CONFIGURATION)

36" CLEAR

DO

OR

MU

ST

SW

ING

OU

T

32"

MIN

60"

MIN

CLE

AR

CENTER ON LAV BELOW

MIN.

15"

27

" M

IN.

SP

OU

T H

EIG

HT

36

" M

AX

.

SP

OU

T H

EIG

HT

38

" -

43

"

6" MAX. 8" MIN.

12"

CLEAR

15" MIN.

CLEAR

15" MIN.

SP

OU

T H

EIG

HT

38

" -

43

"

DRINKING FOUNTAINS SIDE ELEVATION

DRINKING FOUNTAINSFRONT ELEVATION

SP

OU

T H

EIG

HT

36

" M

AX

.

3 1/2" MAX. (PARALLEL APPROACH)5" MAX. (FORWARD APPROACH)

MATERIALS KEY

WOOD

SAND

STEEL

GRAVEL

GYPSUM BOARD

PLYW OOD

CONCRETE (SECTION)

GRANULAR FILL

EARTH

CMU (SECTION)

BATT INSULATION

BRICK

RIGID INSULATION

OR SHEATHING

SYNTHETIC STUCCO

TAGS AND SYMBOLS

NEW

CONSTRUCTION GRIDS

EXISTING

CONSTRUCTION GRIDS

SECTION

INTERIOR /

EXTERIOR ELEVATION

INTERIOR

ELEVATION (ALTERNATIVE)

DETAIL CALLOUT

AREA OF DETAIL

LEVEL 1

100'-0"ELEVATION

DOOR NUMBERS

ONLY ONE DOOR IN A ROOM

MULTIPLE DOORS IN A ROOM

WALL TYPE

WINDOW TYPE

DRAWING

TITLE

SHEET NUMBER

DETAIL NUMBER

ABBREVIATIONS

SPRAY IN PLACE INSULATION

EQUIPMENT TYPE A

ROOM /

FINISH TAG

MATERIAL TYPE

FLOOR

MATERIAL TYPE

C

W

B

F

ROOM #

ROOM NAME

CEILING

WALL

BASE

FLOOR

FINISHES LISTED IN ROOM TAG APPLY TO ALL

ELEMENTS IN ROOM, UNLESS NOTED OTHERWISE

THE FOLLOWING SYMBOL APPLIES TO FINISHES

DIFFERENT FROM THOSE NOTED IN ROOM TAG:

FINISH

CASEWORK

TAG

1VIEW NAME1/8" = 1'-0"

FIN-#

F FIN-#

AL15

M12

101

1

A

2

B

CDSW#

H#D#

MOD LINE 1MOD LINE 2

CDS CATALOG NUMBER FROM NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS (NAAWS)

(IF "M" IS INCLUDED SEE NOTE BELOW FOR DESCRIPTION OF MODIFICATION)

NOMINAL DEPTH

NOMINAL HEIGHT

NOMINAL WIDTH

DESCRIPTION OF MODIFICATION FROM CDS CATALOG

A1-11

1

1

A1-11

_____________________

SECTION NUMBER

SHEET NUMBER

A1-111

A1-111

ELEVATION NUMBER

SHEET NUMBER

1

1

1

ELEVATION NUMBERS

SHEET NUMBER

2

3

4

101A

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:19 PM

G1-11

MOUNTING

HEIGHTS AND

STANDARDS,

ABBREVIATIONS

AND SYMBOLS

22812 Arch R18.rvt

KML

KML

LAR

2303

SUAMICO WISCONSIN

200 22812 G1-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

G1-11 MOUNTING HEIGHTS AND STANDARDS, ABBREVIATIONS AND SYMBOLS

SUSP SUSPENDED

SV SHEET VINYL

SY SQUARE YARDS

T&G TONGUE AND GROOVE

T&P TEMPERATURE AND PRESSURE

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TO TOP OF

TOS TOP OF STEEL

TP TOILET PARTITION

TR TAMPER RESISTANT

TRANF TRANSFORMER

TS TUBE STEEL / THRESHOLD / TRANSITION STRIP

TV TELEVISION

TYP TYPICAL

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWP VENEER WALL PANEL

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCG WALL COVERING

WD WOOD

WF WALL FINISH

WG WALL GUARD

WH WALL HYDRANT

WHTR WATER HEATER

WP WEATHERPROOF (ELEC)

WWF WELDED WIRE FABRIC

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MULL MULLION

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC / O.C. ON CENTER

OCEW / O.C.E.W. ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OH OVERHEAD

OL OVERALL LENGTH

OPNG OPENING

ORD OVERFLOW ROOF DRAIN

OSB ORIENTED STRAND BOARD

PC PHOTO CELL

PLAM PLASTIC LAMINATE

PLWP PLASTIC LAMINATE WALL PANEL

PNT PAINT

POLYETH POLYETHYLENE

POLYISO POLYISOCYANURATE

PRV POWER ROOF VENTILATOR

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTZ QUARTZ

RA RETURN AIR

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

REV REVISION / REVISED

RM ROOM

RO ROUGH OPENING

ROW / R/W RIGHT OF WAY

RTE REFER TO ELEVATION

RTU ROOF TOP UNIT

SA SUPPLY AIR

SC SEALED CONCRETE

SF SQUARE FOOT

SIM SIMILAR

SM SURFACE MOUNTED

SPEC SPECIFICATION

SS SOLID SURFACE

SSTL STAINLESS STEEL

STD STANDARD

STN STONE

STOR STORAGE

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

F&I FURNISH AND INSTALL

FA FRESH AIR

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FLOOR FINISH

FFE FINISHED FLOOR ELEVATION

FRP FIBERGLASS REINFORCED PLASTIC

FRZ FREEZER

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPT

GL GLAZING

GYP GYPSUM

HD HUB DRAIN

HDG HOT DIP GALVANIZED

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

ID INSIDE DIAMETER

IG ISOLATED GROUND

IMP INSULATED METAL PANEL

INFO INFORMATION

INP IN-PLACE

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JBE JOIST BEARING ELEVATION

JST JOIST

LAV LAVATORY

LB POUND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LN LINEAR

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL , ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

# POUND OR NUMBER

@ AT

A.C.T. ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

B.O. BOTTOM OF OR BY OWNER

BD BOARD

BLDG BUILDING

BRG BEARING

BSMT BASEMENT

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CM CORRUGATED METAL

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CPT CARPET

CR CHAIR RAIL

CRK CORK

CT CERAMIC TILE

CY CUBIC YARD

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DH DOOR HOLDER (MAGNETIC)

DIA DIAMETER

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

ELEC ELECTRICAL

ELEV ELEVATION

EMERG EMERGENCY

ENCL ENCLOSURE

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ETC ETCETERA

EWC ELECTRIC WATER COOLER

REVISION SCHEDULE

DATE DESCRIPTION BY

UP

DN

T

EXISTING

CLASSROOM

793 SQUARE FOOT ADDITION

EX

IST

ING

NE

W

106

STORAGE

107

FAMILY

RESTROOM

EXISTING TO

BASEMENT

EXISTING

HALLWAY

EXISTING

RESIDENCE

EXISTING

LEARNING

CENTER

TO EXISTING

2ND FLOOR

OFFICE

SPACE

1ST FLOOR EXIST. - 4068 SQUARE FEET

BASE BID

AD

D A

LT

ER

NA

TE

1

105

SERVERY

104

STORAGE

103

WOMENS

100

ENTRY

101

MENS

102

FURNACE

KB

CODE DATA PLAN KEY

EXIT

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FRONTAGE DISTANCE

KNOX BOX

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:20 PM

G1-21

CODE DATA AND

CODE DATA PLAN

22812 Arch R18.rvt

KML

KML

07/15/19

LAR

2303

SUAMICO WISCONSIN

200 22812 G1-21

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

G1-21 CODE DATA AND CODE DATA PLAN

1/8" = 1'-0"1CODE DATA PLAN

GENERAL CODE DATA

BUILDING CODE

WISCONSIN COMMERCIAL BUILDING CODE (2015 IBC AND WISCONSIN AMENDMENTS)

ACCESSIBILITY CODE

WISCONSIN COMMERCIAL BUILDING CODE (2015 IBC AND WISCONSIN AMENDMENTS)2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

USE AND OCCUPANCY CLASSIFICATION

ASSEMBLY GROUP A-3BUSINESS GROUP BRESIDENTIAL GROUP R-3

FIRE PROTECTION SYSTEMS

NONSPRINKLERED

MIXED USE AND OCCUPANCY

NONSEPARATED OCCUPANCIES

CONSTRUCTION TYPE

TYPE VB

BUILDING HEIGHT

TABULAR ALLOWABLE HEIGHT: 1 STORY / 40 FEETACTUAL HEIGHT: 1 STORY / 32 FEET

BUILDING AREA

TABULAR ALLOWABLE AREA PER STORY: 6,000 SFAREA INCREASE FACTOR DUE TO FRONTAGE: 0.75ALLOWABLE AREA PER STORY: [6,000 + (6,000)(0.75)] = 10,500 SFACTUAL AREA: 4,861 SF (PLUS 357 SF MEZZANINE)

OCCUPANT LOAD

FIRST FLOORASSEMBLY

EXHIBIT GALLERY: 1,453 SF / 30 NET SF = 49 OCCUPANTSASSEMBLY WITHOUT FIXED SEATS

UNCONCENTRATED (TABLES / CHAIRS)MEETING ROOM: 735 SF / 15 NET SF = 49 OCCUPANTS

RESIDENTIAL AREAS: 929 SF / 200 GROSS SF = 5 OCCUPANTSTOTAL FIRST FLOOR: 103 OCCUPANTS

MEZZANINEBUSINESS AREAS: 357 SF / 100 GROSS SF = 4 OCCUPANTS

TOTAL OCCUPANT LOAD: 107 OCCUPANTS

MEANS OF EGRESS

MINIMUM NUMBER OF EXITS REQUIREDFIRST FLOOR: 2MEZZANINE: 1

ACTUAL NUMBER OF EXITSFIRST FLOOR: 4MEZZANINE: 1

MINIMUM EGRESS WIDTH REQUIREDFIRST FLOOR

OTHER EGRESS COMPONENTS: (103 OCCUPANTS)(0.20) = 20.60 INCHESMEZZANINE

STAIRWAYS: (4 OCCUPANTS)(0.30) = 1.20 INCHESACTUAL EGRESS WIDTH

FIRST FLOOROTHER EGRESS COMPONENTS: 132 INCHES (4 EXTERIOR EXIT DOORS)

MEZZANINESTAIRWAYS: 36 INCHES (1 EXIT ACCESS STAIRWAY)

COMMON PATH OF EGRESS TRAVEL: 75 FEET MAXIMUMEXIT ACCESS TRAVEL DISTANCE: 200 FEET MAX

PLUMBING FIXTURES REQUIRED

ASSEMBLY GROUP A-398 / 2 = 49 MEN AND 49 WOMEN49 / 125 = 0.39 W ATER CLOSETS FOR MEN49 / 65 = 0.75 WATER CLOSETS FOR WOMEN49 / 200 = 0.25 LAVATORIES FOR MEN49 / 200 = 0.25 LAVATORIES FOR WOMEN98 / 500 = 0.20 DRINKING FOUNTAINS

BUSINESS GROUP B4 / 2 = 2 MEN AND 2 WOMEN2 / 25 = 0.08 WATER CLOSETS FOR MEN2 / 25 = 0.08 WATER CLOSETS FOR WOMEN2 / 40 = 0.05 LAVATORIES FOR MEN2 / 40 = 0.05 LAVATORIES FOR WOMEN4 / 100 = 0.04 DRINKING FOUNTAINS

TOTAL PLUMBING FIXTURES REQUIRED0.47 (1) WATER CLOSET FOR MEN0.83 (1) WATER CLOSET FOR W OMEN0.30 (1) LAVATORY FOR MEN0.30 (1) LAVATORY FOR WOMEN0.24 (2) ACCESSIBLE DRINKING FOUNTAINS (HIGH AND LOW SPOUT HEIGHT)1 SERVICE SINK

PLUMBING FIXTURES PROVIDED (NEW FIXTURES)

2 WATER CLOSETS AND 1 URINAL FOR MEN2 WATER CLOSETS FOR WOMEN2 LAVATORIES FOR MEN2 LAVATORIES FOR WOMEN2 ACCESSIBLE DRINKING FOUNTAINS (HIGH AND LOW SPOUT HEIGHT)1 SERVICE SINK

REVISION SCHEDULE

DATE DESCRIPTION BY

22812 C0 SITE DATA

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

DESIGNED BY

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY

WITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

--

-

T. KATERS

M. CHAMBERS

--

19-22812

--/--/--

C0-10

SITE DATA

C0-10 SITE DATA

RESTROOM ADDITION 22812 C0-10

BROWN COUNTYBARKHAUSENRESTROOMADDITION

WISCONSINSUAMICO

N

S

W ELOCATION MAP

PROJECT ADDRESS:

Barkhausen Waterfowl Preserve

2024 Lakeview Drive,

Suamico, Wisconsin 54173

LEGEND

EXISTING

CITY LIMITS

ACCESS CONTROL

SECTION LINEQUARTER SECTION LINERIGHT OF WAY LINEPROPERTY / LOTLINEEASEMENT LINE

CULVERT

WATER EDGEWETLAND BOUNDARYWETLAND / MARSH

WATER

FENCE LINE

STORM SEWERSANITARY SEWERSANITARY SEWER FORCEMAIN

CONTOUR (MAJOR)

UNDERGROUND TELEPHONE

OVERHEAD ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND TV

GAS

UNDERGROUND FIBER OPTIC

CONTOUR (MINOR)DECIDUOUS TREECONIFEROUS TREETREE LINEMANHOLE/STRUCTURECATCH BASINHYDRANT

CURB STOPVALVE

UTILITY PEDESTAL / CABINETPOWER POLE

990989

PROPOSED

CULVERTSTORM SEWER

SANITARY SEWER

WATER

OVERHEAD ELECTRICUNDERGROUND ELECTRICUNDERGROUND TV

GAS

CONTOURMANHOLECATCH BASINHYDRANTVALVE

EASEMENTRIGHT OF WAY

STORM SEWER (PIPE WIDTH)

1015

LOT LINE

SANITARY SEWER (PIPE WIDTH)

OVERHEAD UTILITYUNDERGROUND UTILITY

DIGGERS HOTLINEDial or (800)242-8511

www.DiggersHotline.com

1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS,WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTORAGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERALSUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OFALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS ANDCLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER.

2. CONTRACT DOCUMENTS SHALL BE ISSUED TO ALLSUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETSIN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETECOORDINATION OF ALL WORK.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALEDDIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIESOR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFOREPROCEEDING WITH THE WORK.

4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONSREQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDINGWITH THE WORK.

5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THEPROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THEWORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILSSHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENTCANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFOREPROCEEDING WITH THE WORK.

6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENTSHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED ANDCONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. INCASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONSAND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEERBEFORE PROCEEDING WITH THE WORK.

7. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROMEACH OTHER TO AVOID GALVANIC CORROSION.

8. THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ONTHE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATEAND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC.(ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTORSHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACEUTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALLIMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES ORVARIATIONS FROM PLAN.

9. THE CONTRACTOR IS TO CONTACT "DIGGER'S HOTLINE" FORUTILITY LOCATIONS, MINIMUM 3 BUSINESS DAYS PRIOR TO ANYEXCAVATION / CONSTRUCTION (811 OR 1-800-242-8511).

PROJECT GENERAL NOTES

ALL CONSTRUCTION SHALL COMPLY WITH THE VILLAGE OF SUAMICO REQUIREMENTS,WISDOT STANDARD SPECIFICATIONS, 2019 EDITION, WISDOT CONSTRUCTION ANDMATERIALS MANUAL, CURRENT EDITION, WISCONSIN DEPARTMENT OF SAFETY ANDPROFESSIONAL SERVICES STATE PLUMBING CODE, CURRENT EDITION, AND STANDARDSPECIFICATION FOR SEWER & WATER CONSTRUCTION IN WISCONSIN, 6th EDITION, UNLESSDIRECTED OTHERWISE.

SPECIFICATIONS REFERENCE

VILLAGE OF SUAMICO,

WISCONSIN

PROJECT LOCATION

LINEVILLE ROAD

0

SCALE IN FEET

500 1000

N. LA

KEVI

EW D

RIVE

US H

WY

41

US H

WY

41

LINEVILLE ROAD

N. LA

KEVI

EW D

RIVE

UP

22812 C1 SWPPP

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

DESIGNED BY

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY


--

-

T. KATERS

M. CHAMBERS

--

19-22812

--/--/--

C1-10

PROPOSED SITEEROSION CONTROL

PLAN

C1-10 PROPOSED SITE EROSION CONTROL PLAN



WISCONSINSUAMICOEXISTING BUILDING

0

SCALE IN FEET

10 20

WALKING PATH AND CONNECTIONTO EXISTING PAVING BY OWNER

CONSTRUCTION ACTIVITY NOTES:

EXISTING BUILDING

PROPOSED BUILDING ADDITION:- FINISHED FLOOR ELEVATION, REFERENCE

ARCHITECTURAL DRAWINGS.

- STOOP FOUNDATIONS AND/OR STAIR AT DOORS,REFERENCE STRUCTURAL DRAWINGS.

- SLOPE GRADE AT 1:4 MAX. TO MEET EXISTINGVEGETATIVE SURFACES.

- SLOPE WALKING SURFACES AT 1:20 (5%) MAX.TO MEET EXISTING WALKING SURFACES.

EROSION CONTROL NOTE:- CONTRACTOR TO USE CONSTRUCTION BEST MANAGEMENT

PRACTICES AND PER DNR TECHNICAL STANDARDS TOPROVIDE NECESSARY EROSION CONTROL MEASURESTHROUGHOUT CONSTRUCTION.

- REFERENCE NOTES AND DETAILS ON C-10, C1-20, AND C1-21.

CONSTRUCTION ACTIVITY NOTES:

ORANGE SAFETY FENCE ATTACHEDTO STAKES

SECTION

PLAN

STAKES - SET MAXIMUM 5' APART2" x 2" WOOD OR STEEL

EXISTING TREE TRUNK

FENCE DISTANCE FROM TRUNK:- FOLLOW PLAN LOCATIONS IF SHOWN- OTHERWISE, PLACE FENCE 1' FOR EACH1" OF TRUNK DIAMETER (AT 4' HEIGHT).EXAMPLE: 6" TRUNK DIA MEANS 6' FROMTRUNK

STAKES - 2" x 2" WOOD OR STEELSET A MIN. 24" DEEP IN UNDISTURBEDGROUND

ORANGE SAFETY FENCE ATTACHEDTO STAKES

EXISTING GRADE

4' HT.EXISTING TREE

NOTE:COORDINATE CONSTRUCTION OPERATIONS ANDEFFORTS TO MINIMIZE THE DISTURBANCE OF THETREE CANOPY. ELIMINATE INSTANCES WHENEQUIPMENT OPERATES WITHIN CLOSE PROXIMITY INWHICH TURNING AND SWINGING MOVEMENTS OFEQUIPMENT COULD POTENTIALLY HARM THE TREECANOPY. IF THE TREE CANOPY OR ROOT SYSTEM ISDAMAGED DURING CONSTRUCTION OPERATIONSINFORM THE OWNERS REPRESENTATIVE. IF THEDAMAGE TO THE TREE IS DETERMINED SIGNIFICANT,TREE WILL NOT SURVIVE, THE CONTRACTOR WILLREPLACE THE DAMAGED TREE IN COORDINATION WITHOWNER'S REPRESENTATIVE AND WILL BE INCIDENTALTO THE CONTRACT.

IF ROOT CUTTING/PRUNING IS REQUIRED THE ROOTSMUST BE CUT STRAIGHT WITH A SHARP BLADE. ROOTCUTTING METHOD MUST BE REVIEWED AND APPROVEDPRIOR TO CUTTING AS WELL AS THE INITIAL CUTTINGBE OBSERVED BY THE OWNERS REPRESENTATIVE.

GIVEN THE HEALTH AND MATURITY OF THE EXISTING

TREES ON SITE PROTECTION IS A TOP PRIORITY AND

ENFORCEMENT OF TREE PROTECTION MEASURES

WILL BE STRICTLY ENFORCED.

TREE PROTECTION FENCINGNTS

20' MINIMUM

50' MINIMUMINPLACE SURFACE

12" MINIMUM DEPTH OF 3" TO 6" DIA.CRUSHED AGGREGATE

LOOSEN AS NEEDED SO THAT ENTRANCEIS NOT COMPACTED, REPLACE/CLEANAGGREGATE ONCE DIRTY

WisDOT STANDARDSPECIFICATION 645 TYPE SAS

PERMEABLE GEOTEXTILEFABRIC BENEATH ROCK

18" HIGH (MIN) CUT OFF BERM TO MINIMIZERUNOFF FROM LEAVING SITE EXTEND SILT

FENCE FROM EITHER SIDE OF BERM AS NEEDED

ROCK CONSTRUCTION ENTRANCENTS EC600

GEOTEXTILE FABRIC ONLY

BACKFILL & COMPACT TRENCHWITH EXCAVATED SOIL

FLOW

DIRECTION

WOOD POSTS LENGTH 3'-4" 20"DEPTH IN GROUND

GEOTEXTILEFABRIC

SUPPORT CORD

FLOW

3'-0"MAX 3'-0"MAX 3'-0"MAX 3'-0"MAX

FOLD3" MAX

ANCHOR STAKEMIN. 18" LONG

TIEBACK BETWEEN FENCEPOST & ANCHOR SILT FENCE

FLOW DIRECTION

FLOW

DIRECTION

INSET A

INSET A

EXCESS FABRIC

GEOTEXTILE FABRIC

FLOW DIRECTION

GEOTEXTILE FABRIC(TYP)

WOOD POST(TYP)

FLOW DIRECTION

FLOW DIRECTION

TRENCH

TIE BACK

(WHEN ADDITIONAL SUPPORT IS NEEDED)

HOOK METHOD

TWIST METHOD

TYPICAL SILT FENCE

1

3

3

1

NOTES:

ATTACH FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH & NAILS.ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS.8'-0" POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED.TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY & ANCHOR TH GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH, BACKFILL, & COMPACT TRENCHWITH EXCAVATED SOIL.WOOD POST SHALL BE A MINIMUM SIZE OF 1 18" x 1 18" OF OAK OR HICKORY.CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWINGTWO METHODS.A. TWIST METHOD - OVERLAP THE END POSTS & TWIST, OR ROTATE AT LEAST 180°.B. HOOK METHOD - HOOK END OF EACH SILT FENCE LENGTH.

1

2

3

2

SILT FENCENTS EC100

FLAP POCKETSIDE FLAP

LENGTH & WIDTH DIMENSIONS SHALLBE PER PLAN

FRONT LIFTING FLAP

MINIMUM DOUBLE STITCHED SEAMSALL AROUND SIDE PIECES & ON FLAP

POCKETS

TYPE FF GEOTEXTILE FABRIC

USE REBAR, STEEL PIPE, OR 2"x4" FORREMOVAL

4"x6" OPENINGS w/ ROUDNEDCORNERS SHALL BE HEAT CUT (ONEHOLE ON EACH OF THE FOUR SIDES)TAPER BOTTTOM

12"MIN

12"

4"8"

INLET GRATE

NOTES:

TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES OF CLEARANCE BETWEEN THE BAG & THE STRUCTUREMEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL.GEOTEXTILE FABRIC TYPE FF FOR FLAPS, TOP & BOTTOM OF OUTSIDE OF FILTER BAG. FRONT, BACK, & BOTTOM OFFILTER BAG BEING ONE PIECE.FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING & MAINTAINING FILTER BAG.SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES LONG. FOLD THE FABRIC OVER & REINFORCE WITH MULTIPLESTICHES.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2" x 4". THE REBAR, STEEL PIPE, OR WOOD SHALL BEINSTALLED IN THE REBAR FLAP & SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING.CAN BE INSTALLED IN INLETS WITH OR WITHOUT CURB BOXESWHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED INTHE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BEIMMEDIATELY REMOVED.

1

2

3

4

5

5

1

2

3

4

TYPE DINLET PROTECTIONNTS EC222

2' 1' MI

N

3' DE

EP

10'NATIVEMATERIAL

5'x10'x3' CONCRETEWASHOUT AREA

1' DEEP IMPERVIOUSCLAY LINER

MINIMUM 10-MIL THICK PLASTICSHEETING OR APPROVEDEQUAL

NOTES:

CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA.

CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY.

WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER.

CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING.

WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.

CONCRETE WASHOUTNTS

FLOWDIRECTION

48"

24"

2x4 STAKE AND CROSS BRACINGTYPE FF GEOTEXTILE FABRIC

INLET GRATEFABRIC TO BE TRENCHED TO DEPTH

OF 6.0" (MIN)

TYPE FF GEOTEXTILE FABRIC(ATTACHED TO 2x4 STAKES AND

CROSS BRACING)

24"

INLET WITH OR WITHOUT GRATE

SECTION

ISOMETRIC

NOTES:

WHEN REMOVING OR MAINTAINING PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPEDIN THE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALLBE IMMEDIATELY REMOVED.

TYPE AINLET PROTECTIONNTS EC220

22812 C1 SWPPP

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

DESIGNED BY

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY


--

-

T. KATERS

M. CHAMBERS

--

19-22812

--/--/--

C1-20

EROSION CONTROLDETAILS




WISCONSINSUAMICO

1'

EMBED IN 2" DEEP TRENCH

FLOW

SEDIMENT CONTROL LOG

SEDIMENT CONTROL LOG

NOTES:

SEDIMENT CONTROL LOGS TO BE 6" DIAMETER UNLESS OTHEWISE NOTED.STAKED INTO THE GROUND WITH WOOD STAKES.

WOOD STAKES ARE A MINIMUM OF 2"x16"x12" UNLESS PRECLUDED BY PAVED SURFACE OR ROCK.

WOOD STAKES DRIVEN THROUGH BACK HALF OF SEDIMENT CONTROL LOG AT AN APPROXIMATE ANGLE OF45° WITH THE TOP OF STAKE POINTING UP STREAM.

WHEN MORE THAN ONE SEDIMENT CONTROL LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6" AND STAKE

SEDIMENT CONTROL LOG STAKINGNTS

STAPLE DETAIL

TERMINAL ENDBLANKET SIDE EDGE

BLANKET ROLL END OVERLAP

BLANKET SIDE OVERLAP

ANCHOR TRENCH

STAPLES

STAPLEEVERY 12"

FLOWDIRECTION

12" STAGGERED

1" MIN

6" T

O 1

2"

CENTER OFWATERWAY

STAPLE

6" MIN

STAPLE

FLOWDIRECTION

6" MIN

4" STAGGERED1 ROW OFSTAPLES12" O.C.

6"

TAMP SOIL FIRMLY

6"

2 ROWSOF STAPLES12" O.C.STAGGERED

2 ROWS OF STAPLES,STAGGERED 12" O.C.ALONG ROW

SEAM

SEAM

RO

W O

FST

APLE

S

COLUMN OF

STAPLES

4

1

4

5

3

2

2

NOTES:

PREPARE SOIL PRIOR TO INSTALLING ECB, INCLUDING SEEDING AND FERTILIZING.THE ECB SHALL BE PLACED IN FIRM CONTACT WITH THE SOIL AND NOT BE ALLOWED TOBRIDGE OVER SURFACE IRREGULARITIES. THE MAT SHALL NOT BE STRETCHED.START LAYING THE MATS BY ROLLING CENTER MAT IN THE DIRECTION OF FLOW.THE ECB SHALL BE ANCHORED, OVERLAPPED, AND STAPLED ACCORDING TOMANUFACTURER'S INSTRUCTIONS. IF NO MANUFACTURER'S INSTRUCTIONS ARE AVAILABLE,INSTALL THE MAT AS FOLLOWS.

STAPLES SHALL BE "U" SHAPED, 0.12" DIAMETER WIRE OR GREATER (#11 GAUGE). (SEESTAPLE DETAIL FOR DIMENSIONS)BURY UPSTREAM END OF MAT IN A TRENCH 6" WIDE BY 6" DEEP AND STAPLED INSTAGGERED ROWS ACROSS THE WIDTH AS SHOWN IN DETAIL 1.C. FOR JOINING ENDS OF ROLLS, OVERLAP END OF UP SLOPE MAT A MINIMUM OF 6"OVER DOWN SLOPE MAT (SHINGLE STYLE). USE A DOUBLE ROW OF STAGGEREDSTAPLES 4" APART, AS SHOWN IN DETAIL 2.D. MATS ON SIDE SLOPES SHALL OVERLAP A MINIMUM OF 6" OVER THE MAT BELOW(SHINGLE STYLE). STAPLE OVERLAP AT 12" INTERVALS. (SEE DETAIL 3)E. THE OUTER EDGE ALONG SIDES OF THE MAT SHALL BE STAPLED EVERY 12". (SEEDETAIL 4)F. STAPLES ARE TO BE PLACED ALTERNATELY IN COLUMNS (IN THE DIRECTION OF THEWATERWAY) 2' APART AND IN ROWS (ACROSS THE WATERWAY) 3' APART THROUGHOUTTHE AREA COVERED BY THE ECB.G. DOWNSTREAM (TERMINAL) END OF BLANKET SHALL BE STAPLED WITH A DOUBLEROW OF STAGGERED STAPLES 12" APART. (SEE DETAIL 5)

1

2

3

4

5

CENTER OFWATERWAY

3 4 5

21

EROSION CONTROL BLANKET INSTALLATIONNTS

22812 C1 SWPPP

DATE DESCRIPTION BY

PROJECT

TITLE

SHEET

REVISION SCHEDULE

PROJECT NO.

FILE NAME

DESIGNED BY

ORIGINAL ISSUE DATE

DRAWN BY

CLIENT PROJECT NO.

REVIEWED BY


--

-

T. KATERS

M. CHAMBERS

--

19-22812

--/--/--

C1-21

EROSION CONTROLDETAILS




WISCONSINSUAMICO

WALL TYPESTUD

DESIGNATION

2x2 16"

SPACING

PLAN TOP / BOTTOM

2x4 16"

2x6 16"

2x8 16"

E2

E4

E6

E8

WOOD STUDS

5/8" TYPE X GYPSUM BOARD EACH SIDE

DOUBLE TOP PLATE, TYP.

STRUCTURE OR BLOCKING ABOVE

SOUND INSULATION (IF NOTED)

1/2

"

SILL PLATE

KEY NOTES

1

1

1, 8, 9

1

1

1

SILL SEAL

WALL TYPESTUD

DESIGNATION

1x2 (FLAT) 16"

SPACING

PLAN TOP / BOTTOM

2x2 16"

2x4 16"

2x6 16"

2x8 16"

F1

F2

F4

F6

F8

WOOD STUDS

5/8" TYPE X GYPSUM BOARD

TOP PLATE

SOUND INSULATION (IF NOTED)

1/2

"

ADJACENT WALL

STUDS INSTALLED FLAT, IF SCHEDULED

SILL PLATE

KEY NOTES

1

1

1

1

1

1

6"ADJACENT CEILING

1. NOT ALL WALL TYPES LISTED APPLY TO THIS PROJECT. REFER TO FLOOR PLAN FOR LOCATIONSAND ADDITIONAL NOTES.

2. IN ALL WET AREAS SUCH AS SHOWERS AND TUBS, INSTALL CEMENT-BASED BACKER BEHIND AREAS SCHEDULED TO RECEIVE TILE FINISH.

3. ON ALL RESTROOM W ALLS AND OTHER AREAS SCHEDULED TO RECEIVE FRP OR TILE FINISH, PROVIDE A MINIMUM OF MOISTURE-RESISTANT GYPSUM BOARD.

4. ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE SHALL BE INSULATED.

5. WHERE GYPSUM BOARD EXTENDS TO UNDERSIDE OF STRUCTURE ABOVE, STOP GYPSUM BOARD 1/2" BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED.

6. REFERENCE FLOOR FINISH PLANS AND WALL FINISH PLANS FOR ADDITIONAL FINISHES NOT INDICATED ON PARTITION TYPES.

7. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL PENETRATIONS. SEAL ALL OPENINGS WITH ACOUSTICAL SEALANT.

8. PROVIDE FIRE-TREATED WOOD OR STEEL BACKING FOR ALL WALL-MOUNTED FINISH CARPENTRY, ARCHITECTURAL W OODWORK, TOILET PARTITIONS, ACCESSORIES AND OTHER SIMILAR ITEMS.

FIRE-RATED PARTITION NOTES:

1. ALL PARTITIONS NOTED TO BE FIRE-RESISTANCE RATED SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE REFERENCED FIRE RESISTANCE TEST.

2. FIRE-RATED PARTITIONS SHALL BE CONSTRUCTED BEFORE NON-RATED PARTITIONS.

3. ALL FIRE-RATED PARTITIONS TO EXTEND FROM TOP OF UNFINISHED FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. SEAL TOP, BOTTOM AND ALL PENETRATIONS WITH FIRE-RATED SEALANT.

4. ALL PENETRATIONS IN FIRE-RATED PARTITIONS SHALL BE SEALED WITH MATERIALS, SEALANTS AND/OR ASSEMBLIES WHICH MAINTAIN THE FIRE-RESISTANCE RATING OF THE PARTITION.

GENERAL INTERIOR PARTITION NOTES:

1. INCLUDE FIBERGLASS SOUND INSULATION.

2. PROVIDE FIRE-RATED SEALANT AT WALL BASE, TOP AND AROUND ALL PENETRATIONS.

3. REFER TO IBC CHAPTER 7, TABLE "MINIMUM EQUIVALENT THICKNESS OF BEARING OR NONBEARING CONCRETE MASONRY WALLS" FOR CALCULATED FIRE-RESISTANCE RATING.

4. SPECIAL 8" BLOCK WITH 1.75" MIN. FACE SHELL THICKNESS.

5. REFER TO MANUFACTURER'S SPECIFICATIONS FOR STANDARD CONNECTION DETAILS, SPECIFIC R-VALUE AND ADDITIONAL INFORMATION.

6. REFER TO SPECIFICATIONS FOR SPECIFIC WALL PANEL FACE FINISH AND PROFILE.

7. INCLUDE ACOUSTIC SEALANT AT WALL BASE AND TOP TERMINATION, BOTH SIDES OF WALL.

8. PROVIDE TREATED SILL PLATES ON EXTERIOR WALLS ONLY.

9. SILL SEAL ON EXTERIOR WALLS ONLY.

INTERIOR PARTITION KEY NOTES:

NOT ALL KEY NOTES APPLY TO PROJECT. VERIFY WITH SPECIFIC WALL TYPE.

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:03:39 PM

A1-01

INTERIOR

PARTITION WALL

TYPES, PARTITION

NOTES

22812 Arch R18.rvt

KML

KML

07/15/19

LAR

2303

SUAMICO WISCONSIN

400 22812 A1-01

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A1-01 INTERIOR PARTITION WALL TYPES, PARTITION NOTES

NOT TO SCALE1W ALL TYPE E (W OOD STUD PARTITION)

NOT TO SCALE2W ALL TYPE F (W OOD STUD FURRING)

REVISION SCHEDULE

DATE DESCRIPTION BY

WALL LEGEND

EXISTING CONSTRUCTION TO REMAIN

DEMOLITION

D1AD2

D2

D1A D2

D1 D1D1 D1

D1A D1A

D12

D16

D5

D4

D4D5

D3

D12D12

D12D12

D4

D5

D4

D5

D12

AD

D A

LT

ER

NA

TE

1

EXISTING

MENS ROOM

EXISTING

WOMENS

ROOM

D17

D12 D4

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,

INC. AND MAY NOT BE USED, COPIED OR DUPLICATED

WITHOUT PRIOR WRITTEN CONSENT.

9/23/2019 2:03:39 PM

A1-11

FIRST FLOOR

DEMOLITION PLAN

22812 Arch R18.rvt

KML

KML

07/15/19

LAR

2303

SUAMICO WISCONSIN

400 22812 A1-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A1-11 FIRST FLOOR DEMOLITION PLAN

KEYNOTE LEGEND

D1 REMOVE SIDING

D1A REMOVE SIDING AND VAPOR BARRIER

D2 REMOVE WINDOWS AND FRAMING

D3 MAINTAIN EXISTING HARDWOOD FLOORING AND FLOOR

FRAMING, CUT FLUSH WITH EXISTING EXTERIOR WALL AND

REMOVE EXCESS IF POSSIBLE

D4 REMOVE PLUMBING FIXTURE. REFER TO PLUMBING PLANS

D5 REMOVE RESTROOM PARTITIONS

D12 REMOVE RESTROOM ACCESSORIES SUCH AS TOILET PAPER

DISPENSERS, PAPER TOWEL DISPENSERS, GRAB BARS,

MIRRORS, NAPKIN DISPOSAL, ETC.

D16 REMOVE DIAPER CHANGING STATION, SALVAGE FOR REUSE

D17 REMOVE DOOR AND FRAME

1/4" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN

REVISION SCHEDULE

DATE DESCRIPTION BY

DN

WALL LEGEND

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

SHEET NOTES

1. ALL INTERIOR PARTITION WALLS SHALL BE WALL TYPE E4, UNLESS OTHERWISE NOTED.

2. ALL INTERIOR PARTITION WALLS SHALL TERMINATE AT THE UNDERSIDE OF THE ROOF JOIST UNLESS NOTED OTHERWISE.

21' - 10"

36

' - 0

" E

XT

. F

AC

E O

F E

XIS

T. S

TU

D T

O E

XT

. F

AC

E O

F N

EW

ST

UD

A2-11 1

A2-11

2

A2-113

1

A3-11_____________________

2

A3-11_____________________

101

MENS

100

ENTRY

103

WOMENS

104

STORAGE

105

SERVERY

EXISTING

CLASSROOM

100

101

103

105A 104B

104A

8' - 10 1/2"

5' -

3"

5' -

9"

25

' - 0

"

5' -

3"

11

' - 3

"9

' - 6

"1

0' -

0"

5' -

9 1

/2"

5' -

9 1

/2"

6' -

11

"8

' - 8

3/4

"

6' - 2 1/2" 6' - 9"

102102

FURNACE

3' - 5" 12' - 2 1/2"

5' -

9 1

/2"

11

' - 4

3/4

"1

0' -

0 1

/2"

A6-11

10

A1-21

2

15

W-1

W-2

W-3

W-4

W-5

A6-11

4

A6-11

5

A6-11

1

7

6

3

2

13

8

9

15

18

23

6

A3-11_____________________

1' - 6" 5' - 1" 1' - 6"

1' - 6" 3' - 1" 3' - 6"

1' -

3"

EWC-1

A1-214

EX

IST

ING

NE

WFD

FD

FD

FD

2

11

2

10756

6

6

55

11

2

2

756

10A6-11

4

A6-11

5

A6-11

1

7

6

3

2

101

MENS

100

ENTRY

103

WOMENS

104

STORAGE

8

3

3

312

22

22

9

A6-11 6

Sim

5Sim

8

Sim

27

28

EWC-1

106

STORAGE

107

FAMILY

RESTROOM

16

17

17

107

35

34

17

36

EXISTING EXTERIOR WALL CONSTRUCTION

5/8" GYPSUM BOARD APPLIED OVER EXISTING SHEATHING

TERMINATE VINYL BASE AT TRIM

1X PINE WOOD TRIM, STAIN TO MATCH EXISTING

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:03:44 PM

A1-21

FIRST FLOOR

PLAN

22812 Arch R18.rvt

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07/15/19

LAR

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400 22812 A1-21

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A1-21 FIRST FLOOR PLAN

KEYNOTE LEGEND

18 ATTIC ACCESS LADDER

22 INTERIOR SIGNAGE - REFER TO DETAIL 5 - A4-11

23 ACTION TRACK WHEELCHAIR BY OWNER PARKING SPOT/ TURNINGRADIUS

27 1 1/2" Ø PIPE RAILING MOUNTED 3'-0" ABOVE STAIR WITH 1'-0"EXTENSIONS TOP AND BOTTOM OF STAIR, SECURED TO WALL

28 ELECTRICAL PANEL, REFER TO ELECTRICAL DOCUMENTS

34 INSTALL SALVAGED TOILET PAPER HOLDER, REFER TO MOUNTINGHEIGHT SCHEDULE G1-12

35 INSTALL SALVAGED GRAB BARS, REFER TO MOUNTING HEIGHTSCHEDULE G1-12

36 INSTALL SALVAGED PAPER TOWEL DISPENSER, REFER TOMOUNTING HEIGHT SCHEDULE G1-12

KEYNOTE LEGEND

1 GRAB BARS

2 TOILET PAPER HOLDER

3 TRASH RECEPTACLE

5 SOAP DISPENSER

6 PAPER TOWEL DISPENSER

7 MIRROR

9 MOP STRIP

10 BABY CHANGING STATION

12 FIRE EXTINGUISHER CABINET

13 APPLY 5/8" GYP BOARD ON EXISTING WALL SHEATHING TO REMAIN

15 AUTOMATIC DOOR OPENER PUSH PLATE BOTH SIDE OF DOOR

16 INSTALL SALVAGED DIAPER CHANGING STATION, REFER TOMOUNTING HEIGHT SCHEDULE G1-12

17 PATCH EXISTING FLOOR FINISH WHERE PLUMBING FIXTURES WEREREMOVED

1/4" = 1'-0"1FIRST FLOOR PLAN

3/8" = 1'-0"2ENLARGED RESTROOM PLAN

3/8" = 1'-0"3ADD ALTERNATE 1

1 1/2" = 1'-0"4TRIM DETAIL AT EXIST. W ALL

REVISION SCHEDULE

DATE DESCRIPTION BY

101

MENS

103

WOMENS

104

STORAGE

100

ENTRY

105

SERVERY

GYP. BD.

GYP. BD.

GYP. BD.

GYP. BD.

GYP. BD.

102

FURNACE

GYP. BD.

5" / 1'-0" 5" / 1'-0"

2' X 4' ATTIC ACCESS HATCH

30

30

30

33

33

11

33

4

A4-11

_____________________

2

A1-31

_____________________EX

IST

ING

NE

W

EXISTING EXTERIOR WALL CONSTRUCTION

1X PINE WOOD TRIM, STAINED TO MATCH EXISTING TONGUE AND GROOVE (BEYOND)

5/8" GYPSUM BOARD APPLIED OVER EXISTING

SHEATHING

1X PINE WOOD TRIM, STAINED TO

MATCH EXISTING TONGUE AND

GROOVE

EXISTING ORNAMENTAL EDGE

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:03:46 PM

A1-31

FIRST FLOOR

REFLECTED

CEILING PLAN

22812 Arch R18.rvt

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LAR

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400 22812 A1-31

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A1-31 FIRST FLOOR REFLECTED CEILING PLAN

1/4" = 1'-0"1FIRST FLOOR REFLECTED CEILING PLAN

CEILING FINISH SCHEDULE

MARK MATERIAL TYPE MANUFACTURER MODEL SIZE COLOR GRID COMMENTS

GYP. BD. GYPSUM BOARD - TYPE X 5/8" UNO EXTRA WHITESW7006

KEYNOTE LEGEND

11 MECHANICAL EQUIPMENT, REFER TO MECHANICAL DOCUMENTS

30 SOLATUBES

33 LIGHT FIXTURE, REFER TO ELECTRICAL DOCUMENTS

1 1/2" = 1'-0"2TRIM DETAIL AT EXIST. BULKHEAD

REVISION SCHEDULE

DATE DESCRIPTION BY

DN

CDS CATALOG NUMBER FROM NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS (NAAWS)

(IF "M" IS INCLUDED SEE NOTE BELOW FOR DESCRIPTION OF MODIFICATION)

NOMINAL DEPTH

NOMINAL HEIGHT

NOMINAL WIDTH

DESCRIPTION OF MODIFICATION FROM CDS CATALOG

CDS

D#W#H#

MODIFICATIONS

W

B

101

MENS

PNT-1

CT-2

W

B

100

ENTRY

PNT-1

B-1

W

B

103

WOMENS

PNT-1

CT-2

W

B

104

STORAGE

PNT-1

B-1

W

B

102

FURNACE

PNT-1

B-1

W

B

105

SERVERY

PNT-1

B-1

F EPX-1

F EPX-1

F EPX-1

F EPX-1 F EPX-1

F EPX-1

RTE

RTE

RTE

RTE

RTE

RTE

RTE

RTE

RTE

RTE

RTE

RTE

26

2626

26

26

26

31 32

31 32

FRP-1

W

B

ROOM #

ROOM NAME

WALL

BASE

FINISHES LISTED IN ROOM TAG APPLY TO ALL

ELEMENTS IN ROOM, UNLESS NOTED OTHERWISE

THE FOLLOWING SYMBOL APPLIES TO FINISHES

DIFFERENT FROM THOSE NOTED IN ROOM TAG:

FINISH

ROOM / FINISH TAG

F FLOOR

DALTILE GLAZED PORCELAIN TILE, STYLE: COTTO CONTEMPO, COLOR: MICHIGAN AVENUE, SIZE: 12” X 24” TILE. INSTALL ASHLAR WITH LONG SIDE RUNNING NORTH AND SOUTH. GROUT MAPEI BAHAMA BEIGE. SCHLUTER SYSTEMS DILEX-AHK COVE SHAPE PROFILE FOR FLOOR/WALL TRANSITION. ELIMINATE DILEX-AHKA COVE SHAPED PROFILE FROM WALL TO EPOXY FLOOR IN BASE BID.

WIDTH AS REQ'D

WATERFALLFRONT LIP

COVED & RADIUS BACKSPLASH; SCRIBE TO WALL & CAULK

STYLE "B"

STYLE "D"

WIDTH AS REQ'D

PVC EDGEPVC EDGE 1/2"

PROVIDE 1/2" COUNTERTOP OVERHANG AT ALL FINISHED ENDS

FINISHED END

PLAM COUNTERTOPEDGE STYLE AS INDICATEDON CABINET ELEVATIONS

TYP. COUNTERTOP

OVERHANG

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:03:49 PM

A1-41

FIRST FLOOR

FINISH PLAN AND

FINISH LEGENDS

22812 Arch R18.rvt

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400 22812 A1-41

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A1-41 FIRST FLOOR FINISH PLAN AND FINISH LEGENDS

PROJECT FINISH NOTES

1. SOME SPECIFIED PRODUCTS AND FINISHES MAY HAVE SUBSTANTIAL LEADTIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING ORDERS IN AMANNER TO ENSURE THEIR TIMELY ARRIVAL. THE CONTRACTOR SHALL BERESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANYRESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELYMANNER.

2. ALL FINISH WORK SHALL BE PERFORMED IN COMPLIANCE WITH DRAWINGSAND SPECIFICATIONS, SHOP DRAWINGS, SAMPLES, AND PRODUCT DATASHALL BE SUBMITTED TO THE ARCHITECT FOR THEIR REVIEW PRIOR TOBEGINNING WORK.

3. WOOD DOORS, FRAMES, BASE MOLDING TO BE FILLED, STAINED, SEALED ANDSHOP FINISHED TO MATCH ARCHITECT'S SAMPLE. WORK SHOULD BEPERFORMED IN A DUST FREE ENVIRONMENT.

4. UNLESS OTHERWISE INDICATED, PROVIDE PRODUCTS OF QUALITY SPECIFIEDBY AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS FOR CUSTOMGRADE.

5. INSTALL FIRE TREATED BLOCKING AS REQUIRED IN ALL PARTITIONS TORECEIVE COUNTERS, SHELVING, MARKER BOARDS, TV's ETC.

6. ALL EXPOSED ENDS OF CABINETS TO HAVE FINISHED END PANELS.

7. VERIFY GROMMET LOCATIONS WITH DESIGNER.

8. IN-WALL OR WALL SUPPORT BRACKETS TO BE PAINTED TO MATCH WALLFINISH, UNLESS NOTED OTHERWISE.

9. ALL WALLS TO RECEIVE PNT-1 & B-1, UNLESS NOTED OTHERWISE.

10 EXTEND ALL FLOORING UNDER FURNITURE, DESKS AND COUNTERS, UNLESSNOTED OTHERWISE.

11. ALL FLOORING TRANSITIONS TO BE CENTERED UNDER DOOR IN CLOSEDPOSITION, UNLESS NOTED OTHERWISE.

12. INSTALL FLOORING PER PATTERNS REFLECTED ON FINISH PLANS. REFER TOFINISH SCHEDULES FOR ADDITIONAL NOTES.

13 INSTALL DIFFERENT FLOORING TYPES PER MANUFATURER'S RECOMMENDEDMETHODS, UNLESS NOTED OTHERWISE.

14. PLUMBING AND CASEWORK FAMILIES HAVE BEEN REMOVED FROM FINISHPLAN VIEW FOR CLARITY. REFER TO THE RESPECTIVE PLANS & DOCUMENTSFOR PLUMBING AND CASEWORK CRITERIA.

15. BULKHEADS AND SOFFITS: ALL SIDES AND UNDERSIDES TO BE PAINTED THEPAINT COLOR INDICATED, UNLESS NOTED OTHERWISE.

16. REFER TO RCP FOR CEILINGS/SOFFIT PAINT COLORS AND LOCATIONS.

17 PAINT ALL EXPOSED DUCTWORK, CONDUIT, ELECTRICAL EQUIPMENT, ETC TOMATCH ADJACENT SURFACES, UNLESS NOTED OTHERWISE.

1/4" = 1'-0"1FIRST FLOOR FINISH PLAN

WALL BASE SCHEDULE

MARK MATERIAL TYPE MANUFACTURER SIZE COLOR SERIES COMMENTS

B-1 RUBBER TARKETT 4" MOONROCK

WALL FINISH SCHEDULE

MARK MATERIAL TYPE MANUFACTURER COLOR FINISH SIZE INSTALLATION COMMENTS

CT-1 CERAMIC TILE DALTILE, ELEVARE ELEMENT GLAZED 4X18 ONE THIRDOFFSET

CT-2 CERAMIC TILE DALTILE, ELEVARE ELEMENT GLAZED 4X18 ONE THIRDOFFSET

FRP-1 FIBER REINFORCEDPLASTIC PANEL

PNT-1 EPOXY PAINT SHERWIN WILLIAMS MINDFUL GRAYSW7016

SATIN/EGGSHELL FIELD COLOR,HOLLOW METAL

DOORS & FRAMES

FLOOR FINISH SCHEDULE

MARK MATERIAL TYPE MANUFACTURER

SERIES /

PATTERN SIZE COLOR INSTALLATION COMMENTS

EPX-1 EPOXY COATING SHERWIN WILLIAMS SEESPECIFICATIONS

DOVETAILSW7018

SEE SPECIFICATION

GROUT SCHEDULE

MARK MATERIAL TYPE MANUFACTURER COLOR SIZE COMMENTS

GR-1 GROUT MAPEI ALABASTER MANUFACTURER RECOMMENDED WALL TILE

PLASTIC LAMINATE SCHEDULE

MARK MATERIAL TYPE MANUFACTURER FINISH COLOR EDGE COMMENTS

PLAM-1 PLASTIC LAMINATE WILSONART FINE VELVET CLASSIC LINEN PVC TO MATCH CABINETS

PLAM-2 PLASTIC LAMINATE ARBORITE RM INUKSHUK TAUPE LAMINATE TO MATCH,PVC

COUNTERTOPS

MISCELLANEOUS SCHEDULE

MARK MANUFACTURER PROFILE COLOR

PNT-2 VALSPAR ANTI RUST OIL BASE PAINT GLOSS HUNTER GREEN

TOILETPARTITIONS

SCRANTON - HINY HIDERS ORANGE PEEL TEXTURE BLACK

TR-1 SCHLUTER RONDEC SATIN ANODIZED ALUMINUM

TR-2 TARKETT T-MOLDING #A516 IN METAL TRACK 29 MOONROCK

TR-3 SCHLUTER DILEX-EHKA SATIN ANODIZED ALUMINUM

WOOD DOORS MASONITE PLAIN SLICED WHITE MAPLE #380

TR-2

KEYNOTE LEGEND

26 ALTERNATE. PORCELAIN TILE IN LIEU OF EPOXY FLOORING (EPX-1)

31 INTERIOR SIDE OF HOLLOW METAL DOORS AND FRAMES TO BEPNT-1

32 EXTERIOR SIDE OF HOLLOW METAL DOORS AND FRAMES TO BEPNT-2

NOT TO SCALE2ADD ALTERNATE 2 FINISH NOTES

1 1/2" = 1'-0"3COUNTERTOP STYLES

REVISION SCHEDULE

DATE DESCRIPTION BY

290 DS SOLATUBE 14" Ø

FLASHING BY ROOF PANEL MANUFACTURER

FLASHING BY ROOF PANEL MANUFACTURER

ROOF TRUSSES

STONE COATED METAL ROOF PANELS

ROOF UNDERLAYMENTBY ROOF PANEL MANUFACTURER

5/8" OSB OVER 4" RIGID INSULATION ON 17/32" OSB SHEATHING(MATCH EXISTING HEIGHT)

7/8" HAT CHANNELS W /5/8" TYPE X GYPSUM BOARD

SEAL VAPOR BARRIER TO UNDERSIDE OF

SHEATHING AND TRUSSES

SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD

5/8" TYPE X GYPSUM BOARD ON 7/8" HAT

CHANNELS ON WOOD TRUSSES

PREFIN MTL SIDING TRIM TO MATCH EXISTING

PREFIN MTL FLASHING TO MATCH EXISTING ROOF EDGE PROFILE TYPICAL

STARTER STRIP BY ROOF MANUFACTURER


5/8" OSB OVER 4" RIGID INSULATION ON 17/32" OSB SHEATHING (MATCH EXISTING HEIGHT)

ROOF UNDERLAYMENT BY ROOF PANEL MANUFACTURER

GUTTER HANGER

ROOF HANGER BAR

SECURE GUTTER HANGER TO HANGER BAR W/ ANCHOR ROD

DOUBLE 2X TOP PLATE

10" / 1'-0" 10" / 1'-0"

2

A1-71_____________________

FEATHER IN NEW ROOF PANELS TO MATCH EXISTING

ADD ALTERNATE 3

19 19

20

20

3

A1-71_____________________

30

30

30

EX

IST

ING

NE

W

*

PROVIDE ICE AND WATERSHIELD AT EAVES (TYP.)

LAP NEW UNDERLAYMENT, ICE AND WATER SHIELD OVER

EXISTING AT ADDITION TIE-IN(MINIMUM 18")

*

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:03:51 PM

A1-71

ROOF PLAN

22812 Arch R18.rvt

KML

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07/15/19

LAR

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400 22812 A1-71

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A1-71 ROOF PLAN

1" = 1'-0"2SOLATUBE ROOF DETAIL

KEYNOTE LEGEND

19 PROVIDE GUTTERS

20 PROVIDE DOWNSPOUT LOCATION ON NORTH FACE OF BUILDING

30 SOLATUBES

1" = 1'-0"3ADD ALTERNATE 3 GUTTER DETAIL

1/4" = 1'-0"1ROOF PLAN

REVISION SCHEDULE

DATE DESCRIPTION BY

MATCH EXISTING

SIDING

STONE COATED

ROOF PANELS-

MATCH EXISTING

MATCH EXISTING WINDOWS

MATCH EXISTING

SHUTTERS

TO CHIMNEY

EXTEND SIDING

INSTALLATION

NEW EXISTING

MATCH EXISTING

SIDING

STONE COATED ROOF

PANELS - MATCH

EXISTING

SOLATUBES

SOLATUBES

WINDOW - MATCH EXISTING STYLE

MATCH EXISTING SIDING

STONE COATED ROOF PANELS -

MATCH EXISTING

NEWEXISTING

OF EXISTING BUILDING

EXTEND SIDING INSTALLATION

TO ADJACENT FACE

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY




9/23/2019 2:03:54 PM

A2-11

EXTERIOR

ELEVATIONS

22812 Arch R18.rvt

KML

KML

07/15/19

MAC

2303

SUAMICO WISCONSIN

400 22812 A2-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A2-11 EXTERIOR ELEVATIONS

1/8" = 1'-0"1

W EST ELEVATION

1/8" = 1'-0"2

NORTH ELEVATION

1/8" = 1'-0"3

EAST ELEVATION

REVISION SCHEDULE

DATE DESCRIPTION BY

2

A3-11

_____________________

100

ENTRY

103

WOMENS

5

S2-11

_____________________

T/O FOOTING

96' - 0"

FIRST FLOOR

101' - 3" VIF

T/O ROOF (VIF)

120' - 0"

A3-11

5

S2-11

6

1

A3-11

_____________________

105

SERVERY

104

STORAGE

103

WOMENS

101

MENSEXISTING

CLASSROOM

S2-11

7

A3-11

3

A3-11

4

T/O FOOTING

96' - 0"

FIRST FLOOR

101' - 3" VIF

100

ENTRY

A6-11

11

PREFIN. MTL FLASHING

SIDING TO MATCH EXISTING TO REMAIN OVER AIR BARRIER, 1/2" PLYW OOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD

MTL CLAD OCTAGONAL WINDOW HEAD, SECURETHROUGH NAILING FLANGE

WOOD SHIMALL SIDES

SEALANT

BACKER ROD AND SEALANT ALL SIDES

TYPICAL

GYPSUM RETURN

PREFIN. MTL SIDING STARTER TRIM

SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD


ROOF UNDERLAYMENTBY ROOF PANEL MANUFACTURER

ROOF RAKE TRIM BY ROOF MANUFACTURER

RAKE COVER TRIM BY ROOF MANUFACTURER

PREFINISHED MTL FLASHINGTO MATCH EXISTING ROOF EDGE PROFILE TYPICAL

PREFIN MTL SIDING AND TRIMS TO MATCH EXISTING

WRAP AIR BARRIER UP ANDUNDER ROOF UNDERLAYMENT TYPICAL

SEAL VAPOR BARRIER TO UNDERSIDE OF SHEATHING

PRE-ENGINEERED END TRUSS

PROVIDE 2X4 STUDS 16" O.C.

INFILL CAVITY W/ BATT INSULATION

DOUBLE 2X TOP PLATE

SEAL VAPOR BARRIER TO

UNDERSIDE OF SHEATHING

SIDING TO MATCH EXISTING TO REMAIN OVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD

5/8" TYPE X GYPSUM BOARD

ON 7/8" HAT CHANNELS ON

WOOD TRUSSES

PREFIN MTL SIDING TRIMTO MATCH EXISTING

PREFIN MTL FLASHING TO MATCH EXISTING ROOF EDGE PROFILE TYPICAL

STARTER STRIP BY ROOF MANUFACTURER


5/8" OSB OVER 4" RIGID INSULATION ON 17/32" OSB SHEATHING(MATCH EXISTING HEIGHT)

ROOF UNDERLAYMENT BY ROOF PANEL MANUFACTURER

DOUBLE 2X TOP PLATE

SIDING TO MATCH EXISTING TO REMAINOVER AIR BARRIER, 1/2" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD


PROVIDE BLOCKING AS REQUIREDFOR INSTALLATION OF MOUNTING BRACKET

CONDENSER UNIT, REFER TO MECHANICAL

SLOPE GRADE AWAY FROM BUILDING, REFER TO CIVIL DOCUMENTS

FIRST FLOOR

101' - 3" VIF

GRADE

101' - 3"

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:03:57 PM

A3-11

BUILDING

SECTIONS

22812 Arch R18.rvt

KML

KML

07/15/18

MAC

2303

SUAMICO WISCONSIN

400 22812 A3-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A3-11 BUILDING SECTIONS

1/4" = 1'-0"1EAST-W EST BUILDING SECTION

1/4" = 1'-0"2NORTH-SOUTH BUILDING SECTION

1 1/2" = 1'-0"4FIXED W INDOW HEAD

1 1/2" = 1'-0"3ROOF EDGE DETAIL

1 1/2" = 1'-0"5ROOF STARTER STRIP DETAIL

1" = 1'-0"6CONDENSING UNIT SUPPORT DETAIL

REVISION SCHEDULE

DATE DESCRIPTION BY

FLFLUSH

DOOR TYPES

HGHALF GLASS

3' -

6"

MA

X.

NLNARROW LITE

3' -

6"

MA

X.

10"

FGFULL GLASS

10"

FG1FULL GLASS W/ CENTER RAIL

1METAL FRAME

FRAME TYPES

2METAL FRAME W/MASONRY HEAD

2"

WIDTH

DOOR 2"

2"

DO

OR

HE

IGH

T

2"

WIDTH

DOOR 2"

4"

DO

OR

HE

IGH

T

3WOOD FRAME

AND TRIM

WIDTH

DOOR

DO

OR

HE

IGH

T

W-1

5' -

0"

VIF

2' -

2"

VIF

3' - 0"

GL-2

GL-2

GL-2

GL-2

W-2

2' -

2"

VIF

5' -

0"

VIF

5' - 10" VIF

GL-1GL-1

GL-1GL-1 GL-1GL-1

GL-1GL-1

1' - 6"

6' - 10"

7' -

2"

SCHEDULE

SEE DOOR 1' - 6"

SC

HE

DU

LE

SE

E D

OO

R

W-3

GL-2GL-2

GL-2 GL-2

GL-2

9' -

9 3

/4"

2' -

4 1

/2"

2' - 4 1/2"

W-4

CL-1

4' -

8"

2' -

6"

3' - 0"

W-5

GL-2

GL-2

MEN WOMEN

A B1 REQ'D 1 REQ'D

6" 6"

8" 8" 8"

1" HIGH ROOM

NAME (COLOR D) W/

BRAILLE

2 1/2" 1" 2 1/2"

6"

1/2"

1/2"

1/2"

1/2"

COLOR A

COLOR B

1" HIGH ROOM

NAME (COLOR D) W/

BRAILLE

2 1/2" 1" 2 1/2"

6"

1/2"

1/2"

1/2"

1/2"

COLOR A

COLOR B

COLOR CCOLOR C

ALT. 11 REQ'D

RESTROOM

6"

8"

6"1/

2"

1/2"

1/2"

1/2"

1" HIGH ROOM

NAME (COLOR D) W/

BRAILLE

COLOR A

COLOR B

2 1/2" 1 1/2" 2"

COLOR C


SIDING TO MATCH EXISTING OVER AIR BARRIER, 1/2" PLYW OOD, WOOD STUDSW/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD

MTL CLAD WINDOW HEAD, SECURE THROUGH NAILING FLANGE

WOOD SHIMALL SIDES

SEALANT


TYPICAL

WOOD TRIM RETURN, STAIN TO MATCH WINDOW

HEADER, REFER TO STRUCTURAL

RIGID INSULATION

2X WOOD BLOCKING, MATCH LINTEL HEIGHT


MTL CLAD WINDOW SILL, SECURE THROUGH NAILING FLANGE

WOOD SHIM ALL SIDES

SEALANT


TYPICAL

W OOD SILL, STAIN TO MATCH WINDOW. SLOPE

AW AY FROM WINDOW

2X6 WOOD BLOCKING


WOOD CASING, STAIN TO MATCH WINDOW

WOOD CASING, STAIN TO MATCH WINDOW




DOOR, REFER TO SCHEDULE

WOOD SHIMALL SIDES

SEALANT


TYPICAL

WOOD TRIM RETURN, STAIN TO MATCH ADJ. WINDOW

HEADER, REFER TO STRUCTURAL

RIGID INSULATION

2X WOOD BLOCKING, MATCH LINTEL HEIGHT

WOOD CASING, STAIN TO MATCH ADJ. WINDOW



WOOD SHIMALL SIDES

SEALANT


TYPICAL

WOOD TRIM RETURN, STAIN TO MATCH ADJ. WINDOW




WOOD SHIMALL SIDES


TYPICAL


01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:04:22 PM

A4-11

DOOR AND

WINDOW

SCHEDULES,

SIGNAGE AND

ELEVATIONS

22812 Arch R18.rvt

KML

KML

07/15/19

LAR

2303

SUAMICO WISCONSIN

400 22812 A4-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A4-11 DOOR AND WINDOW SCHEDULES, SIGNAGE AND ELEVATIONS

DOOR SCHEDULE

MARK ROOM NAME WIDTH HEIGHT

DOOR

TYPE

DOOR

MATERIAL

FRAME

TYPE

FRAME

MATERIAL

HARDWARE

GROUP

ADA AUTO

OPERATOR HEADER COMMENTS

100 ENTRY 3' - 6" 7' - 0" HG INSULATED STEEL 1 HOLLOW METAL 1 Yes (2) 1 3/4" X 11 7/8LVL

MAGNETIC LOCK W/ TIMED OPENING

101 MENS 3' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 2 No

102 FURNACE 4' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 3 No

103 WOMENS 3' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 2 No

104A STORAGE 3' - 0" 7' - 0" FL INSULATED STEEL 1 HOLLOW METAL 4 No (2) 2x12 DFL NO 1OR BETTER

104B STORAGE 3' - 0" 7' - 0" FL WOOD 1 HOLLOW METAL 5 No

105A SERVERY 3' - 6" 7' - 0" FL WOOD 1 HOLLOW METAL 6 No

107 FAMILYRESTROOM

3' - 0" 7' - 0" FL INSULATED STEEL 1 HOLLOW METAL 7 No ADD ALTERNATE #1

GLAZING SCHEDULE

MARK DESCRIPTION COLOR COMMENTS

GL-1 LOW E, INSULATING GLASS CLEAR

GL-2 FULLY TEMPERED GLASS CLEAR

WINDOW HEADER SCHEDULE

MARK HEADER COMMENTS

W-1 (2) 2X10 DFL NO 1 OR BETTER (2) JACK STUDS, (1) KING STUD

W-2 (2) 1 3/4" X 11 7/8 LVL (2) JACK STUDS, (1) KING STUD

W-3 (2) 1 3/4" X 11 7/8 LVL (2) JACK STUDS, (1) KING STUD



3" = 1'-0"5RESTROOM SIGNAGE

1 1/2" = 1'-0"1W INDOW HEAD/ SILL DETAIL

1 1/2" = 1'-0"2DOOR HEAD DETAIL

1 1/2" = 1'-0"3DOOR JAMB DETAIL

1 1/2" = 1'-0"4DOOR HEAD DETAIL

REVISION SCHEDULE

DATE DESCRIPTION BY

MICROWAVE BY OWNER

FRIDGE BY OWNER

12

A6-11

_____________________

2' -

10

"

3034

24

22430

3424

142PLAM-1

PLAM-2

B-1

PLAM-2

PNT-1

PNT-1

CTOP STYLE "D"

CTOP STYLE "B"

B-1

2

A1-31

_____________________

PNT-1

CT-1

TR-1

TR-3

5' -

6"

25

PNT-12' - 0"2' - 0"

CT-1

TR-1

TO

CE

ILIN

G5

' -

6"

3' - 0" 2' - 0"

CT-1

PNT-1

TR-1

TR-3

5' -

6"

CT-1

TR-1

PNT-1

TR-3

5' -

6"

PNT-1

CT-1

TR-1

TR-3

5' -

6"

TO

CE

ILIN

G

25PNT-1

CT-1

TR-1

TR-3

5' -

6"

TO

CE

ILIN

G

PNT-1

CT-1

TR-1

TR-1TR-3

TR-3

4"

5' -

6"

TO

CE

ILIN

G

CT-2

PNT-1

MA

XIM

UM

3' -

2"

5' - 6"PLAM-1

PLAM-2

B-1

PNT-1

3638

18

10236

3818

102

3638

18

102

CTOP STYLE "B"

4

A4-11

_____________________

TR-3

TR-1

CT-1

5' -

6"

TO

CE

ILIN

G

PNT-1

FIELD APPLIEDWALL BASE

P-LAM BASE CABINET

MELAMINE INTERIOR

WIRE PULL

3' -

2"

ADJUSTABLE SHELVES WITH MELAMINE FINISH

FIELD APPLIEDWALL BASE

P-LAM BASE CABINET

DRAWER PANEL

PLAM COUNTERTOP WITH 4" BACK SPLASH, TYP.

3/4" PLYWOOD SUBSTRATE

MELAMINE INTERIOR

WIRE PULL

PLAM COUNTERTOP WALL CAP

6 1

/2"

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:04:28 PM

A6-11

INTERIOR

ELEVATIONS AND

CASEWORK

SECTIONS

22812 Arch R18.rvt

KML

KML

07/15/19

LAR

2303

SUAMICO WISCONSIN

400 22812 A6-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

A6-11 INTERIOR ELEVATIONS AND CASEWORK SECTIONS

3/8" = 1'-0"10SERVERY 105 - SOUTH ELEVATION

3/8" = 1'-0"4MEN'S 101 - SOUTH ELEVATION

3/8" = 1'-0"1ENTRY 100 - NORTH ELEVATION

3/8" = 1'-0"2ENTRY 100 - EAST ELEVATION

3/8" = 1'-0"3ENTRY 100 - SOUTH ELEVATION

3/8" = 1'-0"7W OMEN'S 103 - SOUTH ELEVATION

3/8" = 1'-0"6W OMEN'S 103 - EAST ELEVATION

3/8" = 1'-0"5W OMEN'S 103 - NORTH ELEVATION

3/8" = 1'-0"9SERVERY 105 - NORTH ELEVATION

3/8" = 1'-0"8W OMEN'S 103 - W EST ELEVATION

KEYNOTE LEGEND

25 CONTRACTOR TO PROVIDE BACKING TO ENCLOSE BACK OFMIRROR, PAINT PNT-1

1" = 1'-0"11CASEW ORK SECTION

1" = 1'-0"12CASEW ORK SECTION

REVISION SCHEDULE

DATE DESCRIPTION BY

GENERAL NOTES

A. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE.

B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK; AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF ANY DISCREPANCIES.

C. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS.

D. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED BEFORE BEGINNING EXCAVATION.

E. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC.

F. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING OF EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION. ALL SHORING SHALL BE ADEQUATE TO SUPPORT ALL STRUCTURAL LOADS DURING THE REMOVAL OF THE EXISTING STRUCTURE. TEMPORARY SHORING MUST REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL ELEMENTS ARE SECURED INTO PLACE PER CONSTRUCTION DOCUMENTS.

G. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES AND MANUALS (LATEST ADOPTED EDITION):1. STATE BUILDING CODE, W HEN APPLICABLE.2. INTERNATIONAL BUILDING CODE (IBC).3. AMERICAN CONCRETE INSTITUTE (ACI).4. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) MANUAL OF STANDARD PRACTICE (FOR

PLACING AND DETAILING OF ALL REINFORCING).5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).6. AMERICAN WELDING SOCIETY (AWS) STANDARDS FOR WELDING AS MODIFIED BY AISC

SPECIFICATION.7. MASONRY STANDARDS JOINT COMMITTEE (MSJC)8. AMERICAN FOREST & PAPER ASSOCIATION NATIONAL DESIGN SPECIFICATION (AF & PA NDS)

FOOTINGS AND FOUNDATIONS

A. SOIL BEARING DESIGN VALUE:1. 1500 PSF (PRESUMED).2. BEARING VALUE TO BE VERIFIED IN FIELD BY GEOTECHNICAL ENGINEER.

B. PROTECT FOUNDATION EXCAVATIONS FROM FROST; DO NOT PLACE CONCRETE ON FROZEN GROUND.

C. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY THE ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE.

a. DESIGN FROST PENETRATION DEPTH: 42 INCHES (HEATED) OR 60 INCHES (UNHEATED)

E. MINIMUM OF 6" COMPACTED GRANULAR SUBGRADE BELOW SLABS.

CONCRETE

A. CONCRETE SHALL BE STANDARD WEIGHT MIX UNLESS NOTED OTHERWISE AND MEET THE FOLLOWING CRITERIA:

B. CEMENT SHALL CONFORM TO ASTM C150, TYPE I / II.

C. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.

D. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST EDITION) "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES.

E. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 AND BE OF A TYPE THAT INCREASES THE W ORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED).

F. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR APPROVAL 10 DAYS PRIOR TO FABRICATION AND INSTALLATION. ALL CONCRETE MIXES SHALL BE DESIGNED AND CERTIFIED BY A MATERIALS TESTING COMPANY.

G. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED W ITH A 3/4" CHAMFER UNLESS DETAILED OR NOTED OTHERWISE.

H. PLACE VAPOR RETARDER OR VAPOR BARRIER DIRECTLY BELOW FLOOR SLAB.

I. CONCRETE FLOOR SHALL BE CURED IN ACCORDANCE WITH ASTM C309. CONCRETE FLOOR SHALL BE PROTECTED FROM MOISTURE LOSS FOR A MINIMUM OF 14 DAYS, USING AN APPROVED SHEET MEMBRANE IN ACCORDANCE WITH C171.

J. FLOOR FLATNESS AND LEVELNESS TOLERANCES:1. UNLESS NOTED OTHERWISE, FLOORS SHALL CONFORM TO THE FOLLOWING SURFACE PROFILE

TOLERANCES:a. FLOOR FLATNESS NUMBER (FF)

• SPECIFIED OVERALL VALUE = 20• MINIMUM LOCAL VALUE = 15

b. FLOOR LEVELNESS NUMBER (FL)• SPECIFIED OVERALL VALUE = 20• MINIMUM LOCAL VALUE = 15

2. FLOOR TOLERANCE (FF AND FL) MEASUREMENTS SHALL BE TESTED IN ACCORDANCE WITH ASTM E 1155. ACTUAL OVERALL F-NUMBERS SHALL BE CALCULATED USING THE INFERIOR / SUPERIOR AREA METHOD.

3. CORRECT DEFECTIVE SLABS BY GRINDING OR REMOVING AND REPLACING DEFECTIVE WORK. RE-MEASURE CORRECTED AREAS BY THE SAME PROCESS.

REINFORCING STEEL

A. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.

B. MINIMUM DEVELOPMENT LENGTH OF REINFORCING BARS SHALL BE AS FOLLOWS UNLESS NOTEDOTHERWISE.

C. TYPICAL SPLICES: CLASS B AS DEFINED IN ACI 318, UNLESS NOTED OTHERWISE

D. ADJUSTMENT FACTORS FOR STRAIGHT BARS IN TENSION1. LIGHTWEIGHT CONCRETE = 1.3.2. EPOXY COATED = 1.2.3. EPOXY COATED WITH COVER LESS THAN 3DB OR CLEAR SPACING LESS THAN 6 DB = 1.5.4. HORIZONTAL "TOP" BARS WITH 12" OF CONCRETE CAST BELOW = 1.35. EPOXY COATED HORIZONTAL "TOP" BARS WITH 12" OF CONCRETE CAST BELOW = NOT GREATER

THAN 1.7.E. ADJUSTMENT FACTORS FOR STRAIGHT HOOKS IN TENSION

1. LIGHTWEIGHT CONCRETE = 1.3.2. EPOXY COATED = 1.2.

F. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER FOR CAST-IN-PLACE CONCRETE UNLESS NOTED OTHERWISE:

G. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE SECURED IN POSITIONWITH WIRE POSITIONERS, OR EQUAL, BEFORE PLACING CONCRETE OR GROUT.

H. DOWELS BETW EEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE, AND SPACING ASVERTICAL WALL REINFORCING.

I. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL A MINIMUM OF10 DAYS PRIOR TO FABRICATION AND INSTALLATION.

J. BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60. WELDING OF REINFORCING BARS SHALLCONFORM TO AWS D1.4.

WOOD

A. GENERAL:1. ALL WOOD MEMBERS SHALL BE AS FOLLOWS (UNLESS APPROVED BY THE ENGINEER):

a. STUDS - SPRUCE PINE FIR (SPF) STUD GRADE OR SOUTHERN PINE STUD GRADE.b. HEADERS/JOISTS - DOUGLAS FIR-LARCH (DF-L) NO. 2 OR BETTER, HEM-FIR NO. 2 OR BETTER,

OR SOUTHERN PINE NO. 2 OR BETTER.2. ALL SHEATHING SHALL BE APA RATED SHEATHING.3. CUTTING, NOTCHING, OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMITTED ONLY AS DETAILED

OR APPROVED BY THE ENGINEER.4. ALL NAILING SHALL CONFORM TO NAILING SCHEDULE IBC TABLE 2304.9.1, UNLESS NOTED

OTHERWISE.5. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH EARTH

OR RESTING ON FOUNDATIONS, SHALL BE PRESSURE TREATED SOUTHERN PINE NO. 2.6. ALL MEMBER SIZES GIVEN OR DRAW INGS ARE NOMINAL DIMENSIONS.7. SPACING OF BRIDGING FOR JOISTS SHALL NOT EXCEED 8'.8. WOOD LINTELS AND HEADERS SHALL HAVE A FULL 3" LENGTH OF BEARING AT EACH END.9. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS.10. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH JOIST

HANGERS.11. WOOD JOISTS SHALL BEAR THE FULL WIDTH OF SUPPORTING MEMBERS (STUD WALLS, BEAMS,

ETC. UNLESS OTHERWISE NOTED).12. PRE-BORE HOLES FOR ALL FASTENERS GREATER THAN 1/4" Ø PER MANUFACTURER'S

RECOMMENDATIONS.

B. SILL PLATES1. UNLESS NOTED OTHERWISE, SILL PLATES SHALL BE BOLTED TO FOUNDATION WALL WITH 1/2"Ø

G185 HOT-DIPPED GALVANIZED, TYPE 304 OR TYPE 316 STAINLESS BOLTS (TYPICAL FOR ALL FASTENERS / CONNECTORS IN CONTACT WITH ACQ TREATED LUMBER) AT 4'-0" MAXIMUM O.C. BOLTS SHALL EXTEND 12" MINIMUM INTO FOUNDATION. EACH SILL PLATE TO HAVE A MINIMUM OF TWO BOLTS WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE.

C. MANUFACTURED WOOD TRUSSES1. WOOD TRUSS DESIGN SHALL BE DESIGNED IN ACCORDANCE W ITH THE PROVISIONS OF IBC WOOD

SECTION 2303.4.2. LUMBER FOR WOOD TRUSSES SHALL BE IN ACCORDANCE WITH MANUFACTURER’S

RECOMMENDATIONS.3. TRUSS, BRIDGING, BRACING AND/OR BLOCKING, TO PREVENT ROTATION AND PROVIDE LATERAL

STABILITY, SHALL BE SUBMITTED BY TRUSS MANUFACTURER FOR ENGINEER’S REVIEW.4. LOCATIONS FOR LATERAL RESTRAINT SHALL BE IDENTIFIED ON THE TRUSS DESIGN DRAWINGS.5. NO CUTTING, NOTCHING, AND/OR FIELD MODIFICATIONS OR REPAIRS OF TRUSSES WITHOUT

ENGINEER OF RECORD AND TRUSS MANUFACTURER ENGINEER'S WRITTEN APPROVAL.6. DAMAGED TRUSSES, INCLUDING DAMAGED AND/OR LOOSE TRUSS METAL-PLATE-CONNECTORS,

MAY NOT BE USED.7. GABLE END TRUSS KNEE BRACING PER MANUFACTURER’S RECOMMENDATIONS.8. PROVIDE BALLOON-FRAMED GABLE END WALL FOR DIAPHRAGM FORCE TRANSFER AND TRUSS

STABILITY.9. TOTAL LOAD DEFLECTION LIMITATIONS:

a. ROOF TRUSSES LESS THAN L/360.b. VERTICAL SCISSOR TRUSSES LESS THAN 3/4”.

10. SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL, SHOWING THE ERECTION PLAN, ALL BEARING CONDITIONS, AND CONNECTIONS. CALCULATIONS CERTIFIED BY A PROFESSIONAL ENGINEER SHALL BE REQUIRED FOR ALL WOOD TRUSSES.

11. WOOD TRUSS SUPPLIER SHALL DETAIL BEARING OF TRUSSES SO AS NOT TO EXCEED STRESS PERPENDICULAR TO GRAIN OF W OOD PLATES THAT SUPPORT THE TRUSSES.

12. DESIGN OF BOTH TEMPORARY AND PERMANENT TRUSS MEMBER RESTRAINING FOR ALL TRUSSES WHICH CLEAR SPAN 60 FEET OR GREATER SHALL BE PROVIDED BY TRUSS SUPPLIER.

D. LAMINATED VENEER LUMBER (LVL):1. DESIGN STRESSES:

a. E = 1,900,000 PSIb. Fb = 2,600 PSIc. Fv = 285 PSI

E. LAMINATED STRAND LUMBER (LSL)1. DESIGN STRESSES:


F. PARALLEL STRAND LUMBER (PSL)1. DESIGN STRESSES:


G. MULTIPLE MEMBER BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, BUT NOT LESS THAN NAILING SPECIFIED IN DIMENSIONAL LUMBER SECTION OF THESE NOTES.

DESIGN LOADS CRITERIA

A. CODES USED:1. 2015 INTERNATIONAL BUILDING CODE2. 2010 AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD 7 (ASCE 7-10)

B. WIND LOAD CRITERIA:1. ULTIMATE WIND SPEED. V = 115 MPH (3 SECOND GUST)2. NOMINAL WIND SPEED, V = 90 MPH (3 SECOND GUST)3. WIND RISK CATEGORY: II4. WIND LOAD EXPOSURE: C5. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED BUILDING)6. WIND TOPOGRAPHIC FACTOR: KZT = 1.07. C & C WIND WALL PRESSURE - EDGE ZONE: 18.0 PSF (NOMINAL)8. WIND NET UPLIFT: 15 PSF (NOMINAL)

C. SNOW LOAD CRITERIA:1. GROUND SNOW LOAD, PG = 40 PSF2. FLAT-ROOF SNOW LOAD (BALANCED), PF = 28 PSF3. SNOW LOAD IMPORTANCE FACTOR, I = 1.04. SLOPE FACTOR, CS = 1.05. THERMAL FACTOR, CT = 1.06. SNOW EXPOSURE FACTOR, CE = 1.07. UNBALANCED SNOW LOAD: ON PLAN IF APPLICABLE

D. EARTHQUAKE LOAD CRITERIA1. SEISMIC IMPORTANCE FACTOR: I = 1.02. MAPPED SPECTRAL RESPONSE ACCELERATIONS:

• SS = 5.0% g• S1 = 3.5% g

3. SOIL SITE CLASS: D4. SPECTRAL RESPONSE COEFFICIENT:

• SDS = 0.053• SD1 = 0.056

5. SEISMIC DESIGN CATEGORY = A6. SEISMIC FORCE RESISTING SYSTEM: ORDINARY MASONRY SHEAR WALLS7. SEISMIC RESPONSE COEFFICIENT, CS = 0.0088. RESPONSE MODIFICATION FACTOR, R = 7.09. OVER-STRENGTH FACTOR: Ω = 2.510. DESIGN BASE SHEAR, V = 0.010w11. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL-FORCE ANALYSIS

E. LIVE LOADS1. ROOF: 20 PSF2. FLOOR: 50 PSF3. STAIR ASSEMBLIES: 100 PSF4. RAILING: 200 LBS AT ANY POINT OR 50 PLF, WHICHEVER PRODUCES MAXIMUM LOAD EFFECT5. PARTITIONS: 15 PSF6. LOBBIES AND FIRST FLOOR CORRIDORS: 100 PSF7. RESIDENTIAL AREAS EXCEPT BALCONIES: 40 PSF

F. DEAD LOADS1. ROOF: 15 PSF2. FRAMING: ACTUAL3. MISCELLANEOUS CEILING: 6 PSF4. MECHANICAL: SEE PLAN

ANCHOR BOLTS

A. ALL ANCHOR RODS SHALL BE SUPPLIED AND INSTALLED BY THE CONCRETE CONTRACTOR, UNLESS NOTED OTHERWISE.

B. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 HEX-HEAD, UNLESS NOTED OTHERW ISE. NUTS SHALL BE ASTM A563 GRADE A HEAVY HEX. OVER-SIZED PLATE WASHERS SHALL BE ASTM A36.

C. ALL ANCHOR RODS SHALL BE SET WITH TEMPLATES.

D. POST-INSTALLED ANCHORS SHALL BE ADHESIVE ANCHORING SYSTEM PROVIDED AND INSTALLED BY FRAMING CONTRACTOR. ADHESIVE ANCHORS SHALL BE "HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM" OR APPROVED ALTERNATE. ANCHORS SHALL BE "HILTI HAS-E" THREADED ROD CONFORMING TO ISO 898-1 CLASS 5.8 OR SHALL BE MADE FROM ALL-THREADED ROD CONFORMING TO ASTM A572 GRADE 60, OR APPROVED ALTERNATE, UNLESS NOTED OTHERWISE.

MINIMUM LENGTH FOR STANDARD UN-COATED BARS IN NORMAL WEIGHT CONCRETE

DEVELOPMENT LENGTH (Ld) FOR STRAIGHT BARS (MIN. OF 12 INCHES) FOR 90 DEGREE HOOKED BARS,

HOOK DEVELOPMENT

LENGTH

44 Db 55 Db 57 Db 71 Db 30 Db 22 Db

CONCRETE STRENGTH

f'c IN PSI

TENSION CLASS A TENSION CLASS B COMPRESSION

NOTE: Db = DIAMETER OF REINFORCEMENT. Ld = DEVELOPMENT LENGTH

3000

41 Db 51 Db 53 Db 66 Db 30 Db 20 Db3500

38 Db 47 Db 49 Db 62 Db 30 Db 19 Db4000

36 Db 45 Db 47 Db 58 Db 30 Db 18 Db4500

34 Db 42 Db 44 Db 55 Db 30 Db 17 Db5000

#6 AND SMALLER

#7 TO #11 #6 & SMALLER #7 TO #11#18, #14, & #11 AND SMALLER

CONCRETE ON SOIL (DIRECT CONTACT)

SLAB ON GRADE

WALLS, STRUCTURAL SLABS EXPOSED TO SOIL OR WEATHER#6 TO #18 REBAR

#5 AND SMALLER REBAR

COLUMNS AND PIERS (COVER TO STIRRUPS AND TIES)

3"

CENTERED

MINIMUM CLEAR CONCRETE COVER FOR REINFORCING STEEL

2"

1 1/2"

WALLS, STRUCTURAL SLABS NOT EXPOSED TO EARTH OR WEATHER

#11 AND SMALLER REBAR 3/4"

1 1/2"

f'c @ 28 DAYS

3000 PSI

3500 PSI

4000 PSI

4500 PSI

4500 PSI

AIR ENTRAINMENTLOCATIONS

FOOTINGS / FOUNDATIONS

FLOORS ON GRADE

COLUMNS

EXTERIOR SLABS ON GRADE

EXPOSED EXTERIOR WALLS

MAX. WATER/CEMENT RATIO

6% ± 1.5%

0.55

0.55

0.55

0.45

0.45

LOCATION

1'-0" BELOW FOUNDATION AND SLAB SUBGRADE ELEVATIONS

MINIMUM RELATIVE COMPACTION PERCENTAGE(ASTM D698 STANDARD PROCTOR DENSITY (SPD))

MATERIAL COMPACTION CRITERIA

98%

95%

98%

ABOVE BOTTOM OF FOUNDATIONS AND BELOW SLAB SUBGRADE ELEVATIONS

BELOW EXTERIOR SLAB, WITHIN 1'-0" OF SUBGRADE ELEVATIONS

BELOW EXTERIOR SLAB, MORE THAN 1'-0" BELOW SUBGRADE ELEVATIONS

95%

6% ± 1.5%

SHOP DRAWINGS

A. SUBMIT SHOP DRAW INGS AND CALCULATIONS FOR APPROVAL, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER RESPONSIBLE FOR ITS PREPARATION, WHO IS REGISTERED IN THE STATE WHICH THE PROJECT IS LOCATED.

B. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER.

C. THE ENGINEER'S REVIEW OF SHOP DRAWINGS IS FOR GENERAL CONFORMANCE OF THE DESIGN CONCEPT. CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWING SUBMITTALS THAT IS ACCEPTABLE TO BOTH CONTRACTOR AND ENGINEER. AFTER THE CONTRACTOR HAS REVIEWED THE SHOP DRAWINGS, PROMPT REVIEW BY THE ENGINEER WILL BE MADE OF ALL SUBMITTALS.

D. FOR LARGE SUBMITTALS, REASONABLE REVIEW TIME SHALL BE ALLOWED AND MAY EXCEED TWO WEEKS. THE CONTRACTOR SHALL SUBMIT NECESSARY REQUEST FOR INFORMATION (RFI's) DURING THE DETAILING PROCESS TO AVOID SUBMITTALS THAT ARE INCOMPLETE OR NEED SIGNIFICANT VERIFICATIONS. THE CONCURRENT SUBMITTAL OF MULTIPLE SHOP DRAWINGS ("DUMPING") W ILL FURTHER EXTEND THE REVIEW PROCESS AND TIME FRAME NECESSARY TO PROPERLY REVIEW EACH SUBMITTAL.

E. UNLESS INDICATED OTHERWISE, THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE FOLLOWING ITEMS FOR STRUCTURAL REVIEW. REFER TO SPECIFIC SECTION OF STRUCTURAL NOTES FOR ANY ADDITIONAL CRITERIA:1. CONCRETE MIX DESIGNS2. PRE-FABRICATED WOOD TRUSSES3. ADDITIONAL STRUCTURAL SHOP DRAWINGS REQUESTED IN THE SPECIFICATIONS

F. A COPY OF ALL SHOP DRAWINGS SHALL BE MAINTAINED ON SITE AT ALL TIMES.

G. SHOP DRAWINGS SHALL INCLUDE COMPLETE DETAIL SCHEDULES, PROCEDURES, AND DIAGRAMS FOR FABRICATION AND ASSEMBLY OF STRUCTURAL MEMBERS AND SUBMIT PRIOR TO FABRICATION.

H. ERECTION PLANS ARE THE RESPONSIBILITY OF THE FABRICATOR.

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:21 PM

S1-00

STRUCTURAL

NOTES

22812 Arch R18.rvt

KML

JAH

07/15/19

JAH

2303

SUAMICO WISCONSIN

500 22812 S1-00

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

S1-00 STRUCTURAL NOTES

REVISION SCHEDULE

DATE DESCRIPTION BY

F1

F1

F1

FDN-1

FDN-1

FDN-1

21' - 6"

35

' -

9"

6' -

7"

7' -

2"

22

' -

0"

19

' -

9"

7' -

1"

8' -

11

"

CJ

CJ

CJ

4" CONCRETE SLABW/ 6X6-W1.4XW1.4 WWF

(TOP OF SLAB = 101'-3" VIF)(MATCH EXISTING FFE)

FDN-1

FDN-1

FDN-1

FDN-1

F2

F2

F2

F2

F2

FDN-1

FDN-1

F2

6' - 0"

SIDEWALK,SLOPE 1.5% AWAY FROM BUILDING

STOOP SLOPE 1.5% AWAY

FROM BUILDING

LANDING,SLOPE 1.5% AWAY FROM BUILDING

5

S2-11

_____________________

7

S2-11

_____________________

3

S2-11

_____________________

EXTEND TO ADJACENT PATH, REFER TO CIVIL

T.O. FOOTING

96' - 0"

5' - 0"

21

101' - 3"

T.O. WALL

100' - 7"

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:23 PM

S1-11

FOUNDATION AND

SLAB PLAN

22812 Arch R18.rvt

KML

JAH

07/15/19

JAH

2303

SUAMICO WISCONSIN

500 22812 S1-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

S1-11 FOUNDATION AND SLAB PLAN

FOOTING SCHEDULE

WT LENGTH WIDTH

THICKNESS

REINFORCING COMMENTS

CONT

FOOTING

PAD

FOOTING

F1 2' - 0" 1' - 0" (2) #5 BARS CONTINUOUS BOTTOM

F2 1' - 4" 1' - 0"

1/4" = 1'-0"1FOUNDATION AND SLAB PLAN

FOUNDATION WALL SCHEDULE

MARK WIDTH REINFORCING COMMENTS

FDN-1 #5 BARS @ 18" OCEW PROVIDE HOOKED DOWELS INTO FOOTING

KEYNOTE LEGEND

21 MOUNT AUTOMATIC DOOR OPENER PUSH PLATE ON PIPE BOLLARD

8"

REVISION SCHEDULE

DATE DESCRIPTION BY

F1

F1

F1

FDN-1

FDN-1

FDN-1

21' - 6"

35

' -

9"

6' -

7"

7' -

2"

22

' -

0"

19

' -

9"

7' -

1"

8' -

11

"

FDN-1

FDN-1

FDN-1

FDN-1

F2

F2

F2

F2

F2

FDN-1

FDN-1

F2

6' - 0"

SIDEWALK,SLOPE 1.5% AWAY FROM BUILDING

STOOP SLOPE 1.5% AWAY

FROM BUILDING

LANDING,SLOPE 1.5% AWAY FROM BUILDING

5

S2-11

_____________________

1

S2-12

_____________________

2

S2-12

_____________________

T.O. FOOTING

96' - 0"

101' - 3"

T.O. WALL

99' - 0 3/4"

T.O. LEDGE

VIF

21

24

" D

EE

P P

RE

-EN

GIN

EE

RE

D F

LO

OR

TR

US

SE

S @

24

" O

.C.

1

S2-12

_____________________

3/4" CDX PLYWOOD

2

S2-12

_____________________

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:24 PM

S1-12

ADD ALTERNATE 2

22812 Arch R18.rvt

KLM

JAH

07/02/19

JAH

2303

SUAMICO WISCONSIN

500 22812 S1-12

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

S1-12 ADD ALTERNATE 2

1/4" = 1'-0"1ADD ALTERNATE 2 - FOUNDATION PLAN

1/4" = 1'-0"2ADD ALTERNATE 2 - FLOOR FRAMING PLAN

FOOTING SCHEDULE

WT LENGTH WIDTH

THICKNESS

REINFORCING COMMENTS

CONT

FOOTING

PAD

FOOTING

F1 2' - 0" 1' - 0" (2) #5 BARS CONTINUOUS BOTTOM

F2 1' - 4" 1' - 0"

FOUNDATION WALL SCHEDULE

MARK WIDTH REINFORCING COMMENTS

FDN-1 #5 BARS @ 18" OCEW PROVIDE HOOKED DOWELS INTO FOOTING

KEYNOTE LEGEND

21 MOUNT AUTOMATIC DOOR OPENER PUSH PLATE ON PIPE BOLLARD

8"

REVISION SCHEDULE

DATE DESCRIPTION BY

6"

MIN

IMU

M

2"

CLE

AR

#5 BAR GROUNDING ELECTRODE;CONNECT W/ STEEL WIRE TIES TO1/2" DIAMETER BY 20 LINEAR FEETMINIMUM FOOTING REINFORCEMENT

NOTES:

1. PURPOSE OF DETAIL IS TO INDICATE TYPICAL GROUNDING ELECTRODE INFORMATION ONLY AND DOES NOT REFLECT ACTUAL FOUNDATION CONSTRUCTION; REFER TO PLANS, SECTIONS, AND DETAILS FOR FOUNDATION CONSTRUCTION INFORMATION.

2. SUPPLY AND INSTALL GROUNDING ELECTRODE FOR GROUNDING OF ELECTRICAL SERVICE AS REQUIRED BY ELECTRICAL DOCUMENTS.

1/8" WIDE x d/4 DEEP (MIN.) SAW CUT W/ JOINT FILLER

DISCONTINUE EVERY OTHER BAR THROUGH CONTROL JOINT

(DE

PT

H)

d

INDUCED CRACK

TYPICAL CONTROL JOINT SPACING AND JOINT DEPTH

REINFORCED SLAB DEPTH

4"

5"

6"

8' TO 12'

10' TO 15'

12' TO 18'

PREFERRED SPACING

7"

≥ 8"

14' TO 21'

16' TO 24'

CONTROL JOINT DEPTH (MIN.)

1"

1.25"

1.5"

1.75"

2"

REFER TO CONTROL JOINT PLACEMENT GUIDE FOR ADDITIONAL CONTROL JOINT INFORMATION.

CONCRETE SLAB WITH THICKENED EDGE OVER COMPACTED DRAINAGE COURSE


1 1/2" Ø PIPE RAILING AND HANDRAIL, EPOXY SET INTO CONCRETE 4" MIN DEEP, 2" MIN. CONCRETE COVER ALL SIDES

1/2" EXPANSION MATERIAL

#3 NOSING BAR , TYP.

GRANULAR BACKFILLCOMPACTED IN 8"

MAXIMUM LIFTS

1' - 0"

1' - 0"

MIN

.8"

FIRST FLOOR

101' - 3" VIF

T.O. FOOTING

96' - 0"

GRADE

100' - 0"

FOUNDATION WALL AND FOOTING, REFER TO PLANS

CONCRETE SLAB W ITH THICKENED EDGE OVER 15

MIL VAPOR BARRIER AND COMPACTED DRAINAGE

COURSE

FEATHER WOOD FLOORTO EXPANSION MATERIAL

(2) #5'S CONT.


SEALANT

TR-2 ANCHORED TO EXISTING FLOOR SHEATHING

FIRST FLOOR

101' - 3" VIF

2" RIGID INSULATION W/ FRP TO 12" MIN BELOW GRADE

PREFIN. MTL J FLASHING ON BOTTOM EDGE OF SHEATHING

SIDING TO MATCH EXISTING OVER AIR BARRIER, 5/8" PLYWOOD, WOOD STUDS W/ BATT INSULATION, VAPOR BARRIER AND 5/8" TYPE X GYPSUM BOARD

TREATED WOOD BASE W/ ANCHOR BOLT

CONCRETE SLAB WITH THICKENED EDGE

OVER 15 MIL VAPOR BARRIER AND COMPACTED

DRAINAGE COURSE


FIRST FLOOR

101' - 3" VIF

TOP OF FOOTING

96' - 0"

4"


LAP AIR BARRIER OVER FLASHING

FOUNDATION WALL AND FOOTING, REFER TO PLANS

CONCRETE SLAB WITH THICKENED EDGE W/ WITH (2) #5 BARS CONT. OVER COMPACTED

DRAINAGE COURSE

SLOPE SIDEWALK GRADE AWAY FROM BUILDING,

REFER TO CIVIL DOCUMENTS

PIPE BOLLARD TO MOUNTDOOR ACTIVATOR

1/4" EXPANSION MATERIALAND SEALANT


1' - 0"

DOOR THRESHOLD

FIRST FLOOR

101'-3" VIF

FIRST FLOOR

96'-0"

FOUNDATION WALLS AND FOOTING, REFER TO PLANS

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:26 PM

S2-11

FOOTING AND

FOUNDATION

DETAILS

22812 Arch R18.rvt

KML

JAH

07/15/19

JAH

2303

SUAMICO WISCONSIN

500 22812 S2-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

S2-11 FOOTING AND FOUNDATION DETAILS

3/4" = 1'-0"1GROUNDING ELECTRODE DETAIL

1" = 1'-0"2TYPICAL CONTROL JOINT DETAIL

3/4" = 1'-0"5STAIR SECTION

1 1/2" = 1'-0"3TIE TO EXIST. FLOOR DETAIL

3/4" = 1'-0"7TYPICAL FOUNDATION DETAIL

3/4" = 1'-0"6STOOP DETAIL

REVISION SCHEDULE

DATE DESCRIPTION BY

FEATHER WOOD FLOOR

TO EXPANSION MATERIAL

SEALANT

TR-2 ANCHORED TO EXISTING

FLOOR SHEATHING

TILE AND MORTAR BED

OVER PLYWOOD

FLOOR STRUCTURE,

REFER TO PLAN FOR

SIZE AND SPACING FIRST FLOOR

101' - 3" VIF

PREFIN. MTL J FLASHING ON

BOTTOM EDGE OF SHEATHING

SIDING TO MATCH EXISTING TO

REMAIN OVER AIR BARRIER, 5/8"

PLYW OOD, WOOD STUDS

W/ BATT INSULATION, VAPOR

BARRIER AND 5/8" TYPE X

GYPSUM BOARD

TREATED WOOD BASE W/

ANCHOR BOLT

SLOPE GRADE AWAY

FROM BUILDING, REFER

TO CIVIL DOCUMENTS

LAP AIR BARRIER OVER

FLASHING

FIRST FLOOR

101' - 3" VIF

T/O FOOTING

96' - 0"

TREATED WALL BASE W/

ANCHOR BOLT

PRE-ENGINEERED

FLOOR TRUSSES

ADD SILSEAL BELOW

BOTTOM PLATE

FOUNDATION WALL AND

FOOTING, REFER TO PLANS

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY




9/23/2019 2:06:27 PM

S2-12

ADD ALTERNATE 2

FOOTING AND

FOUNDATION

DETAILS

22812 Arch R18.rvt

KML

JAH

07/15/19

JAH

2303

SUAMICO WISCONSIN

500 22812 S2-12

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

S2-12 ADD ALTERNATE 2 FOOTING AND FOUNDATION DETAILS

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

ADD ALTERNATE 2 TIE TO EXIST. FLOOR DETAIL

1" = 1'-0"2

ADD ALTERNATE 2 TYP. FOUNDATION DETAIL

REVISION SCHEDULE

DATE DESCRIPTION BY

2X

PR

E-E

NG

INE

ER

ED

WO

OD

SC

ISS

OR

TR

US

SE

S @

24

" O

.C.

(2)1

3/4

x1

1 7

/8

(2)

2X

12

DF

LN

O.

1

(2)

2X

10

DF

LN

O.

1

(2) 2X10 DFL

NO. 1

(2)

2X

10

DF

LN

O.

1(2

)1 3

/4x

11

7/8

17/32" OSB SHEATHING

17/32" OSB SHEATHING

EX

IST

ING

NE

W

1

S6-21

_____________________

2

S6-21

_____________________

PROVIDE 2x FAMING AS NEEDED FOR OPENING

3

A3-11

_____________________

SHEET NOTES1. COORDINATE ROOF PENETRATIONS AND SUPPORTS WITH

MECHANICAL CONTRACTOR.

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:28 PM

S4-11

ROOF FRAMING

PLAN

22812 Arch R18.rvt

KML

JAH

07/15/19

JAH

2303

SUAMICO WISCONSIN

500 22812 S4-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

S4-11 ROOF FRAMING PLAN

1/4" = 1'-0"1ROOF FRAMING PLAN

REVISION SCHEDULE

DATE DESCRIPTION BY

2X PRE-ENGINEERED WOOD SCISSOR TRUSS

REFER TO ARCHITECTURAL FOR ROOF CONSTRUCTION

PROVIDE SIMPSON STRONG-TIE TRUSS CLIP TC26 EACH END

REFER TO ARCHITECTURAL FOR WALL CONSTRUCTION

DOUBLE 2X TOP PLATE

EXISTING ROOF

EXISTING EXT. WALL

T.O. ROOF

120' - " VIF

LAP NEW UNDERLAYMENT, ICE AND W ATER SHIELD OVER EXISTING AT ADDITION TIE-IN (MINIMUM 18")

FEATHER IN NEW ROOF PANELS TO MATCH EXISTING

2X PRE-ENGINEERED W OOD TRUSS

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 2:06:29 PM

S6-21

ROOF FRAMING

DETAILS

22812 Arch R18.rvt

KML

JAH

07/15/19

JAH

2303

SUAMICO WISCONSIN

500 22812 S6-21

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

S6-21 ROOF FRAMING DETAILS

1 1/2" = 1'-0"1TRUSS CONNECTION DETAIL

1" = 1'-0"2TIE TO EXISTING ROOF DETAIL

REVISION SCHEDULE

DATE DESCRIPTION BY

11

11

11

11

11

ADD ALTERNATE 1

1. FIELD VERIFY ALL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.

2. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED ON PLANS ARE BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD VERIFICATION OF THE EXISTING BUILDING.

3. COORDINATE INSTALLATION OF ALL NEW DUCTW ORK, PIPING, EQUIPMENT, ETC. WITH OTHER TRADES.

SHEET NOTES

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 8:20:50 AM

P1-11

FIRST FLOOR

PLUMBING DEMO

PLAN

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

600 22812 P1-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

P1-11 FIRST FLOOR PLUMBING DEMO PLAN

1/4" = 1'-0"1FIRST FLOOR PLUMBING DEMO PLAN

KEYNOTE LEGEND11 DEMOLISH PLUMBING FIXTURE, SANITARY, VENT, AND

POTABLE WATER PIPING AS REQUIRED. CAP AND VALVEPIPING AS REQUIRED. COORDINATE WORK WITHARCHITECTURAL. VERIFY ALL REQUIREMENTS WITH OWNER.

REVISION SCHEDULE

DATE DESCRIPTION BY




SHEET NOTES

EWC-1

LAV-1

LAV-1U-1

MB-1

WF-1

WC-1

WC-1

FD-3

FD-3

FD-3

FD-3

HD-1

4

FCO-4

3"ø SS3.5 DFU

3"ø SS12 DFU

3"ø SS

3"ø SS2 DFU

4"ø SS

3"ø SS

4"ø

S

S

1 1

/2"ø

V

4"ø SS39.5 DFU

2"ø V

3"ø V UP

1 1/2"ø V

3"ø SS

4"ø SS46.5 DFU

3"ø SS2"ø V

2"ø

V

12

ADD ALTERNATE 1

ENTRY

100

MENS

101

WOMENS

103

SERVERY

105

EXISTING CLASSROOM

200

FURNACE

102

STORAGE

104

108

EXISTING TO

BASEMENT

107

FAMILY

RESTROOM106

STORAGE

110

EXISTING

RESIDENCE

109

EXISTING

HALLWAY

3"ø SS

1 1/2

"ø V

3"ø SS

1 1/2"ø V

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 8:20:50 AM

P2-11

FIRST FLOOR

SANITARY

PLUMBING PLAN

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

600 22812 P2-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

P2-11 FIRST FLOOR SANITARY PLUMBING PLAN

KEYNOTE LEGEND4 ROUTE SANITARY BACK TO EXISTING AND CONNECT TO

EXISTING 4" OR LARGER SANITARY LINE. COORDINATE FINALLOCATION ON SITE WITH OTHER TRADES AND OWNER.

12 PROVIDE NEW WC-1. ROUTE SANITARY AND VENT PIPINGFROM EXISTING LOCATION TO NEW LOCATION AS REQUIRED.COORDINATE WORK WITH ARCHITECTURAL. VERIFY ALLREQUIREMENTS WITH OWNER.

1/4" = 1'-0"1FIRST FLOOR W ASTE & VENT PLAN

REVISION SCHEDULE

DATE DESCRIPTION BY

LAV-1

MENS

101

FURNACE

102

SERVERY

105

STORAGE

104

WOMENS

103

1"ø CW

1"ø CW

EWC-1

LAV-1

WC-1 WC-1

U-1

WF-1

MB-1

3

2

WC-1 WC-1

LAV-1

1

3/4"ø CW

P-1

CIRCUIT SETTER (TYP.)

9

1/2"ø HWC1"ø CW1"ø HW

ADD ALTERNATE 1

13

EXISTING CLASSROOM

200

ENTRY

100

1"ø CW

1/2"ø CW

3/4"ø HW

3/4"ø CW

1/2"ø HWC

1/2"ø HWC

1"ø CW

3/4"ø HW

1"ø CW16 WSFU

1"ø HW5 WSFU

1"ø CW19.25 WSFU

1/2"ø HWC

108

EXISTING TO

BASEMENT

107

FAMILY

RESTROOM106

STORAGE

110

EXISTING

RESIDENCE

109

EXISTING

HALLWAY




SHEET NOTES

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 8:20:52 AM

P2-12

FIRST FLOOR

POTABLE WATER

PLAN

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

600 22812 P2-12

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

P2-12 FIRST FLOOR POTABLE WATER PLAN

1/4" = 1'-0"1FIRST FLOOR POTABLE W ATER PLAN

KEYNOTE LEGEND1 ROUTE NEW CW LINE BACK TO EXISTING WATER MAIN AFTER

PRESSURE TANK. APPROXIMATELY 60'-0" BACK TO WATERPRESSURE TANK. COORDINATE FINAL LOCATION ON SITEWITH OTHER TRADES AND OWNER.

2 ROUTE NEW HW LINE BACK TO EXISTING HOT WATER HEATERAND CONNECT TO EXISTING HOT WATER MAIN. COORDINATEFINAL LOCATION ON SITE WITH OTHER TRADES AND OWNER.

3 ROUTE NEW HWC LINE BACK TO EXISTING HOT WATERHEATER. PROVIDE PUMP AND CONNECT TO EXISTING CWSUPPLY LINE FEEDING THE EXISTING HOT WATER HEATER.COORDINATE FINAL LOCATION ON SITE WITH OTHER TRADESAND OWNER. SEE HOT WATER RECIRCULATING IN-LINE PUMPDETAIL.

9 PROVIDE CW LINE FOR FUTURE WASH DOWN TYPE URINAL.

13 PROVIDE NEW WC-1. ROUTE POTABLE WATER PIPING FROMEXISTING LOCATION TO NEW LOCATION AS REQUIRED.COORDINATE WORK WITH ARCHITECTURAL. VERIFY ALLREQUIREMENTS WITH OWNER.

REVISION SCHEDULE

DATE DESCRIPTION BY

EWC-1

LAV-1

LAV-1

U-1

MB-1

WF-1

WC-1

WC-1

FD-3

FD-3

FD-3

FD-3

HD-1

4

FCO-4

3"ø V

VTR

1 1/2"ø V

1 1/2"ø V

2"ø V

2"ø V

1 1/2"ø V

2"ø V

1 1/2"ø V

1 1/2"ø V

1 1

/2"ø

V

1 1

/2"ø

V

4"ø SS

3"ø SS

4"ø SS39.5 DFU

3"ø SS12 DFU

3"ø SS

4"ø SS20 DFU

4"ø SS

3"ø SS

3"ø SS

3"ø SS4"ø SS

1 1

/2"ø

V

1 1/2"ø SS

2"ø SS

3"ø

S

S

4"ø SS

1 1/2"ø V

2"ø V

2"ø V

LAV-1

WC-1

WC-1

2"ø SS

2"ø SS

2"ø SS

4"ø SS

46.5 DFU

3"ø SS

3"ø SS

3"ø SS

1 1/2"ø V

2"ø V

1 1

/2"ø

V

2"ø V

2"ø V

2"ø V

3"ø SS

EWC-1

LAV-1

LAV-1

U-1

MB-1

WF-1

WC-1

1"ø CW

2

1/2"ø HWC

1"ø HW

1"ø HW5 WSFU

1"ø CW19.25 WSFU

1/2"ø HWC

LAV-1

1"ø CW1/2"ø HWC

WC-1

WC-1

WC-1

3/4"ø CW

3

1

1/2"ø CW

3/4"ø CW

3/4"ø CW

3/4"ø CW

1/2"ø CW

1/2"ø HWC1/2"ø CW 1/2"ø HW

3/4"ø HW

P-1

1/2"ø CW

1/2"ø HW

1/2"ø HWC

1/2"ø CW

1/2"ø HWC

1/2"ø HW

1/2"ø CW

1/2"ø HW

1/2"ø HWC

16

1/2"ø HWC

1"ø CW16 WSFU

3/4"ø HW2 WSFU

CIRCUITSETTER (TYP)




SHEET NOTES0

1/2

"1

"2

"1

/4"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 8:20:54 AM

P3-11

PLUMBING

ISOMETRICS

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

600 22812 P3-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

P3-11 PLUMBING ISOMETRICS

KEYNOTE LEGEND1 ROUTE NEW CW LINE BACK TO EXISTING WATER MAIN AFTER

PRESSURE TANK. APPROXIMATELY 60'-0" BACK TO WATERPRESSURE TANK. COORDINATE FINAL LOCATION ON SITEWITH OTHER TRADES AND OWNER.

2 ROUTE NEW HW LINE BACK TO EXISTING HOT WATER HEATERAND CONNECT TO EXISTING HOT WATER MAIN. COORDINATEFINAL LOCATION ON SITE WITH OTHER TRADES AND OWNER.

3 ROUTE NEW HWC LINE BACK TO EXISTING HOT WATERHEATER. PROVIDE PUMP AND CONNECT TO EXISTING CWSUPPLY LINE FEEDING THE EXISTING HOT WATER HEATER.COORDINATE FINAL LOCATION ON SITE WITH OTHER TRADESAND OWNER. SEE HOT WATER RECIRCULATING IN-LINE PUMPDETAIL.

4 ROUTE SANITARY BACK TO EXISTING AND CONNECT TOEXISTING 4" OR LARGER SANITARY LINE. COORDINATE FINALLOCATION ON SITE WITH OTHER TRADES AND OWNER.

16 PROVIDE HOT WATER (HW) RECIRCULATION WITHIN 2'-0"FROM ANGLE STOP ON ALL SINKS, LAVS, AND WASHFOUNTAINS. (TYPICAL)

1ISOMETRIC - DRAIN, W ASTE, AND VENT

2ISOMETRIC - POTABLE W ATER

CIRCUIT SETTER

CIRCUIT SETTER

REVISION SCHEDULE

DATE DESCRIPTION BY

T

PLUMBING SYMBOL SCHEDULE

G

HOT WATER

COLD WATER

VENT

GAS

HOT WATER RECIRC

COMPRESSED AIR PIPING

SANITARY SEW ERBALL VALVE

BUTTERFLY VALVE

GATE VALVE

GAS COCK

CHECK VALVE

IN LINE PUMP

STRAINER

MANUAL FLOW CONTROL VALVE

UNION

METER

PIPING DROP

INLINE PIPING DROP

PIPING RISE

PIPE CAP

PIPE BREAK

WALL CLEANOUT/ END FERRULE CLEANOUT

CONNECT TO EXISTING

THERMOMETER

CLEAN OUT

FLOOR DRAIN

FLOOR SINK

WALL HYDRANT/ HOSE BIBB

REDUCED PRESSURE PRINCIPLE

BACKFLOW PREVENTER

FLOOR CLEANOUT

ELECTRIC WATER HEATER

HOSE BIBB

LAVATORY

MOP BASIN

REDUCED PRESSURE PRINCIPLE

BACKFLOW PREVENTER

SINK

URINAL

VENT THROUGH ROOF

WATER SUPPLY BOX

WATER CLOSET

FIRE CONNECTION / WALL HYDRANT

ABOVE FINISHED FLOOR

FLOOR DRAIN

FCO-

WHTR-

FD-

HB-

LAV-

MB-

RPBP-

SK-

UR-

VTR-

WSB-

WC-

NFW H-

A.F.F.

M

A

WALL CLEANOUTWCO-

HANGER ROD

INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPE

INSULATION SHIELD AT HANGER

PROVIDE HIGH COMPRESSIVE STRENGTH INSUL. INSERT UNDER INSUL. SHIELD

SADDLE

WELD

INSULATION

HANGER ROD

1/2" DIA. HANGER RODS W/ 36" MAX.

SPACING ON EACH CHANNEL

1 5/8" 12 GA. CHANNEL OR 2"x2"x1/4" ANGLE

PROVIDE INSUL. SHIELD & INSERT FOR ALL PIPING

BAND

SIDE VIEW

ADJUSTABLE CLEVIS HANGER

SECTION

ADJUSTABLE ROLLER HANGER

TRAPEZE HANGER FOR UP TO 800 LB. UNIFORM LOAD

MAXIMUM PIPE/TUBING SUPPORT SPACING - FEET

NOMINAL SIZE THRU 3/4" 1 1 1/4 1 1/2 2 1/22 3 4 5 6 8 10 12 14 16 18 20 24

STEEL PIPE - STD. WT. 7 FT. 7 7 9 1110 12 14 16 17 19 22 23 25 27 28 30 32

COPPER TUBING 5 FT. 6 7 8 98 10 12 13 14 16 -- -- -- -- -- -- --

SCH. 40 PVC (100') 4 FT. 4 4 5 55 5 5 6 6 -- -- -- -- -- -- -- --

NOTE: FOR TRAPEZE HANGER, TAKE SPACING OF SMALLEST SIZE ON TRAPEZE

NOTE: SEE MFGR. THREADED ROD DATA FOR LOAD CARRYING CAPACITIESROD: ASTM.A36

NOTES - ALL SYMBOLS TYPICAL

1. PUMP (SEE SCHEDULE)2. ISOLATION VALVE3. CHECK VALVE4. UNION5. DRAIN VALVE6. CONNECT STRAP ON TEMPERATURE

SENSOR LOCATED WITHIN 5'-0" OF HOT WATER HEATER OUTLET (SUPPLY)

7. SEE PLANS FOR PIPE SIZES

TO HOT WATER HEATER HOT W ATER RECIRCULATING(RETURN)

2

1

3 4

5

6

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/23/2019 8:20:55 AM

P5-11

PLUMBING

SCHEDULES &

DETAILS

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

600 22812 P5-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

P5-11 PLUMBING SCHEDULES & DETAILS

PUMP SCHEDULE

MARK MFG MODEL#PUMP

CONSTRUCTIONCONNECTION

SIZE GPMHEAD LOSS

(IN FEET)

ELECTRICAL

RPM NOTESWATTSVOLTAGE /

PH. AMPS

P-1 BELL & GOSSETT NBF-8S/LW STAINLESS STEEL 1/2" 7 8 39 115-1-60 0.38 2800 PROVIDE TC-1 AUTOMATIC TIMER KIT AND AQS-1/2 AQUASTAT

PLUMBING FIXTURE SCHEDULE

FIXTURE DESCRIPTION MFG MODEL

TRIM PIPE CONNECTIONS

NOTESMFG MODEL TYPE WASTE VENTHOT

WATERCOLD

WATER

EWC-1 ELECTRIC WATER COOLER ELKAY LZSTL8WSLP 1 1/2" 1 1/2" 1/2" 25

FCO-4 LEVEL TROL ADJUSTABLE FLOOR CLEANOUT ZURN Z1400-NH4 4" 14, 15

FD-3 FLOOR DRAIN ZURN EZ-5 3" 15, 16, 17

HD-1 HUB DRAIN 3" 27

LAV-1 WALL-MOUNTED LAVATORY KOHLER K-2005 DELTA 591TP0250 HARDWIREDPROXIMITY

SENSING FAUCET

1 1/4" 1 1/2" 3/8" 3/8" 8, 9, 10, 11

MB-1 MOP SERVICE BASIN AMERICANSTANDARD

7745.811 CHICAGO 897 WALL MOUNTFAUCET

2" 1 1/2" 1/2" 1/2" 19

U-1 WALL-MOUNTED URINAL (WATERLESS) ZURN Z5795 2" 1 1/2" 3/4" 6, 7, 28

WC-1 FLUSH ASSIST FLOOR MOUNTED WATERCLOSET (FT)

KOHLER K-3505-SS 3" 2" 3/4" 1

WF-1 36" WASHFOUNTAIN KOHLER TDB3103-A-WALL-CLC-IRP-TMA-NSD

1 1/2" 1 1/2" 1/2" 1/2" 8, 9

NOTES:

1 PROVIDE HEAVY DUTY ELONGATED WHITE OPEN FRONT PLASTIC SEAT, CHURCH 9500C OR EQUIVALENT.

2 PROVIDE WATER CLOSET CARRIER JAY R. SMITH MODEL #0210DY FOR BACK TO BACK WATER CLOSETS, JAY R. SMITH MODEL #0209Y FOR WATER CLOSET AND URINAL BACK TO BACK.

3 MOUNT RIM AT 16 1/2" A.F.F.

4 MOUNT RIM AT 14" A.F.F.



7 PROVIDE URINAL CARRIER

8 PROVIDE AND INSTALL WITH 16 GAUGE P-TRAP, ANGLE STOPS WITH LOOSE KEY HANDLES, HOT WATER TEMPERING (ASSE 1070 APPROVED), AND VANDAL PROOF GRID STRAINER

9 PROVIDE AND INSTALL UNIT WITH PIPE WRAP KIT EQUAL TO TRUBRO OR PLUMBEREX PRO

10 PROVIDE AND INSTALL FLOOR MOUNTED CONCEALED ARM CARRIER

11 MOUNT RIM AT 29" A.F.F. TO BOTTOM OF APRON

12 PROVIDE AND INSTALL WITH ELKAY LK-18 DRAIN, 16 GAUGE P-TRAP AND ANGLE STOPS WITH LOOSE KEY HANDLES

13 PROVIDE AND INSTALL OPTIONAL 9" SWING SPOUT, THREE HOLE PUNCH WITH 8" CENTERS AND ADA DECK MOUNT HANDLE

14 CLEANOUTS SHALL BE SIZED PER PLANS

15 INSTALL UNIT FOR FINISHED FLOOR

16 FLOOR DRAINS SHALL BE SIZED PER PLANS

17 PROVIDE AND INSTALL UNIT WITH NICKEL BRONZE STRAINER

18 PROVIDE WITH DOME STRAINER, CLAMP COLLAR, AND HALF GRATE. TOP OF FLOOR SINK TO BE MOUNTED FLUSH TO FINISH FLOOR

19 PROVIDE AND INSTALL VACUUM BREAKER, PAIL HOOK, MOP HANGER AND STRAINER

20 UNIT TO BE NON-FREEZE, AUTOMATIC DRAIN TYPE WITH LOOSE KEY STOPS AND VACUUM BREAKER

21 UNIT TO BE INSTALLED AT 24" A.F.F.

22 UNIT TO BE AUTOMATIC DRAIN TYPE WITH LOOSE KEY STOPS, HOT AND COLD WATER HANDLES AND VACUUM BREAKER

23 ANTI-SCALD, PRESSURE BALANCING SHOWER VALVE, STAINLESS STEEL SHROUD, SIDE SOAP DISH AND CHROME PLATED BRASS SHOWER HEAD WITH FLOW CONTROL

24 SPOUT HEIGHT SHALL BE 33" A.F.F. FOR ADA FOUNTAIN

25 SPOUT HEIGHT SHALL BE 33" A.F.F. FOR ADA FOUNTAIN. PROVIDE BOTTLE FILLER OPTION ON A.D.A. COMPLIANT FOUNTAIN.

26 PROVIDE 3" CAST IRON VENT THROUGH ROOF

27 PRVIDE OPEN ENDED PIPE ONE SIZE LARGER THEN SANITARY SIZE SHOWN ON PLANS A MINIMUM OF 1" A.F.F.

28 PROVIDE CW LINE FOR FUTURE WASH DOWN TYPE URINAL.

REVISION SCHEDULE

DATE DESCRIPTION BY

NOT TO SCALE2PIPE SUPPORT

NOT TO SCALE1HOT W ATER RECIRCULATING IN-LINE PUMP DETAIL

5

7

ADD ALTERNATE 1 14

LP




SHEET NOTES

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 2:54:31 PM

M1-11

FIRST FLOOR

HVAC DEMO PLAN

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

650 22812 M1-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

M1-11 FIRST FLOOR HVAC DEMO PLAN

1/4" = 1'-0"1FIRST FLOOR HVAC DEMO PLAN

KEYNOTE LEGEND5 DEMOLISH LP REGULATOR AND ASSOCIATED PIPING AS

REQUIRED.

7 DEMOLISH LP PIPING AS SHOWN.

14 DEMOLISH HVAC EQUIPMENT, DUCTWORK, AND PIPING ASREQUIRED. RETURN ALL ITEMS TO THE OWNER THAT MAY BEREUSED. COORDINATE WORK WITH ARCHITECTURAL. VERIFYALL REQUIREMENTS WITH OWNER.

REVISION SCHEDULE

DATE DESCRIPTION BY

T

DH-1

FURNACE

102

WOMENS

103

SERVERY

105

STORAGE

104

ENTRY

100

MENS

101

EXISTING CLASSROOM

200

SG1 / 165

RG1 / 820

TG5 / 245

TG5 / 245

CD3 / 260

CD2 / 205

CD2 / 160

SG1 / 80F-1

8"ø

12

"ø

10

/10

8/8

8/6

8/6

1

M4-11_____________________

CU-1

1/2"ø LP

10

6

6

6

8

EG3 / 350

10/10

EG2 / 200

8"ø

EG1 / 115

12/12

12/12 UP

10/10 UP

TG3 / 80

TG3 / 80

8/8

6/4

10

"ø

ADD ALTERNATE 115

106

STORAGE

107

FAMILY

RESTROOM

108

EXISTING TO

BASEMENT

109

EXISTING

HALLWAY

110

EXISTING

RESIDENCE

EDH-1




SHEET NOTES

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 2:54:32 PM

M2-11

FIRST FLOOR

HVAC PLAN

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

650 22812 M2-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

M2-11 FIRST FLOOR HVAC PLAN

KEYNOTE LEGEND6 INSTALL NEW DIFFUSER/GRILLE IN SLOPED CEILING AT

LOCATION DENOTED. (TYPICAL)

8 CONNECT NEW LP PIPING TO EXISTING PIPING. FIELD VERIFYPIPE SIZE AND ROUTING.

10 PROVIDE NEW LP REGULATOR AND ASSOCIATED PIPING ASREQUIRED. FIELD VERIFY CAPACITY REQUIRED FOR NEWREGULATOR.

15 RELOCATE AND RECONNECT EXISTING HVAC EQUIPMENT,DUCTWORK, AND PIPING AS REQUIRED. COORDINATE WORKWITH ARCHITECTURAL. VERIFY ALL REQUIREMENTS WITHOWNER.

1/4" = 1'-0"1FIRST FLOOR HVAC PLAN

REVISION SCHEDULE

DATE DESCRIPTION BY

1

M4-11_____________________

EF-1

IH-1




SHEET NOTES

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 2:54:33 PM

M2-12

ROOF HVAC PLAN

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

650 22812 M2-12

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

M2-12 ROOF HVAC PLAN

1/4" = 1'-0"1ROOF HVAC PLAN

REVISION SCHEDULE

DATE DESCRIPTION BY

F/S

S

F

D

G

M

24/12

SUPPLY AIR DUCT DOWN

FIRE/SMOKE DAMPER

SMOKE DAMPER

FIRE DAMPER

MANUAL DAMPER

GRAVITY BACKDRAFT DAMPER

MOTORIZED DAMPER

GALVANIZED STEEL ELBOW

FLEX DUCT(5'-0" MAX. LENGTH

OF ONE BRANCH) GALVANIZED STEEL ELBOW AT DIFFUSER CONNECTION

DIFFUSER

VOLUME DAMPER TAKE-OFF

C

CEILING RADIATION DAMPER

EXISTING DUCTWORK TO REMAIN

DUCTWORK TO BE REMOVED

SUPPLY AIR DUCT UP

BRANCH BALANCINGDAMPER

DUCT SIZE IN FREE AREA

45 DEGREE SHOE-TAP TAKE-OFF

MITERED ELBOWS TURNING VANES

"R"

RETURN AIR DUCT DOWN

EXHAUST OR RETURN AIR INLET

EXHAUST OR RETURN AIR GRILLE

TYPICAL FLEXIBLE DUCT CONNECTION (BEFORE AND AFTER EQUIPMENT)

EXHAUST OR RETURN AIR DUCT UP

NOTE: "R" SHALL BE 1.5 TIME DUCT WIDTH

NOTE: THIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY.

ITEMS SHOWN ARE NOT NECESSARILY USED ON THIS PROJECT.

NOTE: DUCT SIZE; FIRST NUMBER INDICATES DIMENSION OF SIDE SHOWN. THE SECOND NUMBER INDICATES SIDE NOT SHOWN

TYPICAL HVAC ANNOTATION, SYMBOLS, AND DETAIL LEGEND

- DUCTWORK (UNLINED)

- DUCTWORK (LINED)

- RECTANGULAR DUCT SIZEXX/XX

- ROUND DUCT SIZEX"Ø

- FLAT OVAL DUCT SIZEXX/XX"Ø

AHU-# - AIR HANDLING UNIT

- DUCTWORK (EXTERNAL INSULATION)

SD

- CONNECT TO EXISTING

- THERMOSTATT

- TEMPERATURE SENSORTS

- HUMIDITY SENSORH

- DUCT SMOKE DETECTOR

CO - CARBON MONOXIDE SENSOR

CO² - CARBON DIOXIDE SENSOR

NO² - NITROGEN DIOXIDE SENSOR

- PRESSURE SENSORP

SYMBOL LEGEND

DUCTWORK LEGEND

- EXISTING DUCTWORK

- NEW DUCTWORK

- DEMOLISH DUCTWORK

ANNOTATION LEGEND

B-# - BOILER

C-# - CHILLER

CC-# - COOLING COIL

CUH-# - CABINET UNIT HEATER

EB-# - ELECTRIC BASEBOARD

EF-# - EXHAUST FAN (CABINET OR CEILING)

ERV-# - ENERGY RECOVERY VENTILATOR

EWH-# - ELECTRIC WALL HEATER

HVAC-# - HEATING, VENTILATION, AIR CONDITIONER UNIT

L-# - LOUVER

MAU-# - MAKE-UP AIR UNIT

P-# - PUMP

PRV-# - POWER ROOF VENTILATOR

PTAC-# - PACKAGE TERMINAL AIR CONDITIONER

RIH-# - ROOF INTAKE HOOD

RTU-# - ROOF TOP UNIT

UH-# - UNIT HEATER

A.F.F. - ABOVE FINISH FLOOR

EA - EXHAUST AIR

MA - MAKE UP AIR (CONDITIONED)

HRV-# - HEAT RECOVERY VENTILATOR

MS-# - MINISPLIT UNIT

OA - OUTSIDE AIR (UNCONDITIONED)

RA - RETURN AIR

SA - SUPPLY AIR

PIPING LEGEND

- HYDRONIC WATER SUPPLYHWS

N.I.C. - NOT IN CONTRACT

- HYDRONIC WATER RETURNHWR

- LOW PRESSURE STEAMLPS

- CONDENSATE RETURNCD

- CHILLED WATER SUPPLYCWS

- CHILLED WATER RETURNCWR

- NATURAL GAS PIPINGG

- LIQUID PROPANE (LP) PIPINGLP

CU-# - CONDENSING UNIT

EXP-# - EXPANSION TANK

FT-# - FINNED TUBE RADIATION

RRH-# - ROOF RELIEF HOOD

TA - TRANSFER AIR

TG - TRANSFER GRILLE

TO - TRANSFER OPENING

A/150

GRILLE, REGISTER, DIFFUSER TYPE. TYPICAL

DESIGN CFM

GRILLE, REGISTER, DIFFUSER TAGS

A/150

B/RAUNCALCULATED RETURN AIR RATE

C/TAUNCALCULATED TRANSFER AIR RATE

EXTERNAL INSULATED DUCT

LINED DUCTWORK

UNLINED DUCTWORK

EQUIPMENT

ROUND SPIN-IN TAKE-OFF

A/150 EASYSTEM(IF DIFFERENT THAN SA)

FIRST FLOOR101' - 3"

1st FLOOR ROOF110' - 0"

TOP OF FOOTING96' - 0"

2ND FLOOR ROOF120' - 0"

1st FLOOR ROOF110' - 0"

FIRST FLOOR101' - 3"

TOP OF FOOTING96' - 0"

2ND FLOOR ROOF120' - 0"

12

/12

IH-1

12/12

22

/16

RG1 / 820

10/12

EDH-1

17

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 2:54:35 PM

M4-11

HVAC SCHEDULES

& DETAILS

22812 Mech R18.rvt

JMH

RKD

07/15/19

RKD

2303

SUAMICO WISCONSIN

650 22812 M4-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

M4-11 HVAC SCHEDULES & DETAILS

1/4" = 1'-0"1INTAKE HOOD DETAIL

EXHAUST FAN SCHEDULE

MARK MFG MODEL DRIVE CFM E.S.P. SONES FRPM

ELECTRICAL

WEIGHT W/ACCESSORIES

OPTIONS / ACCESSORIES

NOTESWATTSVOLTAGE /

PH. AMPSGRAVITY

BD DAMPER VARIGREEN

EF-1 GREENHECK G-090-VG DIRECT 480 0.38 6.6 1725 75 W 115-1-60 1.38 25 lb Yes Yes

ROOF HOOD SCHEDULE

MARK MFG MODEL CFM

THROATAREA

(SQ.FT.)

THROATVELOCITY

(FPM) WEIGHT

ACCESSORIES / OPTIONS

NOTESDAMPERMODEL

ROOFCURB

CURBHEIGHT

INSECTSCREEN

IH-1 GREENHECK GRSI-12 480 0.82 585 10 lb WD-410 Yes 12" Yes

FURNACE SCHEDULE

MARK MANUFACTURER LOCATION MODEL

FAN SELECTION HEATING SECTION COOLING SECTION

NOTES

AIR FLOW

ESP (IN)

MAXIMUMINPUTAMPS MOCP

VOLTAGE /PH.

HEATINGINPUT(BTUH)

HEATINGOUTPUT(BTUH) GAS TYPE

EVAPORATORCOIL

COOLINGCAPACITY

(BTUH)SUPPLYOUTSIDE

(MIN.)

F-1 CARRIER FURNACE 102 59SC5B060E14-12 870 50 0.12 7.1 15 115-1-60 60000 58000 L.P. CNPV3117A 23600 PROVIDE EVAPORATOR COILFOR ADD ALTERNATE 01.

AIR COOLED CONDENSING UNIT SCHEDULE

MARK MFG MODEL

CAPACITY (MBH) ELECTRICAL

WEIGHT NOTESCOOLINGVOLTAGE /

PH. MCA MOCP

CU-1 CARRIER 24ABC624A30 23600 208-1-60 17.7 30 147 lb PROVIDE CU-1 FOR ADD ALTERNATE 01.

DIFFUSER, REGISTER, AND GRILLE SCHEDULE

MARK MFG MODEL

SIZE INLETDIAMETER

MOUNTINGFRAME COLOR/FINISH

SYSTEMTYPE DESCRIPTIONLENGTH HEIGHT

CD2 TITUS TDC 24" 24" 8" SURFACE WHITE SA CEILING DIFFUSER

CD3 TITUS TDC 24" 24" 10" SURFACE WHITE SA CEILING DIFFUSER

EG1 TITUS 50F 8" 8" SURFACE WHITE EA EGGCRATE RETURN / EXHAUST GRILLE



RG1 TITUS 350RL 14" 12" SURFACE WHITE RA EGGCRATE RETURN / EXHAUST GRILLE

SG1 TITUS 300RL 8" 6" 8" SURFACE WHITE SA SUPPLY SIDEWALL GRILLE

TG3 TITUS 350RL 10" 8" SURFACE WHITE RA RETURN / EXHAUST SIDE WALL GRILLE

TG5 TITUS 350RL 14" 12" SURFACE WHITE RA RETURN / EXHAUST SIDE WALL GRILLE

REVISION SCHEDULE

DATE DESCRIPTION BY

ELECTRIC DUCT HEATER

MARK MFG HEIGHT WIDTHHEATINGDELTA T CFM

VOLTAGE /PHASE WATTS AMPS

EDH-1 GREENHECK 1' - 0" 1' - 0" 60 °F 480 240 V / 1 9000 W 40 A

RESTROOM ADDITION

(3) UNDERGROUND 2" PVC CONDUITS.

LOCATION OF UTILITY METER AND FEEDS TO OTHER PANELS. SEE EXISTING DISCONNECTS DETAIL ON THIS SHEET.

EXISTING PANEL A(IN BASEMENT)

EXISTING PANEL B(IN BASEMENT)

NEW PANEL C

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 3:15:03 PM

E2-10

ELECTRICAL SITE

PLAN

22812 Elec R18.rvt

CJZ

CAJ

07/15/19

CAJ

SUAMICO WISCONSIN

700 22812 E2-10

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

E2-10 ELECTRICAL SITE PLAN

SHEET NOTES


2. ALL EXISTING ELECTRICAL EQUIPMENT INDICATED ON PLANS IS BASED ON INFORMATION FROM CONSTRUCTION DOCUMENTS AND FIELD OBSERVATION OF THE EXISTING BUILDING.

3. "X" = INDICATES EXISTING DEVICE TO REMAIN.

4. COORDINATE INSTALLATION OF ALL "NEW" WORK WITH OTHER TRADES.

5. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE COMPATIBLE LIGHTING CONTROL DEVICES ARE SUPPLIED.

6. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION.

NOT TO SCALE1ELECTRICAL SITE PLAN

EXISTING MAINTENANCE BUILDING

EXISTING BUILDING

NOT TO SCALE2EXISTING DISCONNECTS DETAIL

REVISION SCHEDULE

DATE DESCRIPTION BY

T

T

DH-1

GFI

GFI

GFI

GFI GFI

GFI

WP

/GF

CI

WP

/GF

CI

PANEL C-15

PANEL C-3

PANEL C-13 PANEL C-11

PANEL C-4

PANEL C-5

PANEL C-7

PANEL C-8

PANEL C-9PANEL C-6

2

1

42"

44"

42"

44" 44"

PANEL C

7

42"

EF-1

P-1

105

SERVERY

100

ENTRY 103

WOMENS

104

STORAGE

102

FURNACE

101

MENS

F-1

CU-1

PANEL C-4

8

PANEL C-19

10

(ON ROOF)

(IN BASEMENT)

8

EXISTING CLASSROOM

200

STORAGE

106

FAMILY RESTROOM

107

EXISTING TO

BASEMENT

108

EXISTING RESIDENCE

110

EXISTING HALLWAY

109

12

12

12

12

14

14

13

13

EDH-1

PANEL C-23

15

PANEL C-24

44"

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/16/2019 7:49:51 AM

E2-11

FIRST FLOOR

POWER PLAN

22812 Elec R18.rvt

CJZ

CAJ

07/15/19

CAJ

SUAMICO WISCONSIN

700 22812 E2-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

E2-11 FIRST FLOOR POWER PLAN

KEYNOTE LEGENDKEY KEYNOTE TEXT

1 EXISTING LOCATION FOR PHONE DATA ENTRY

2 PROVIDE AUDIBLE GFI OUTLET FOR REFRIGERATOR.

7 DEMOLISH ELECTRICAL AND LIGHTING FIXTURES ALONGWALL TO BE DEMOLISHED. COORDINATE RELOCATING ANDRE-ROUTING ANY SWITCHES, LIGHTS, RECEPTACLES ANDCONDUIT TO REMAIN WITH OWN.

8 PROVIDE POWER FOR DOOR HARDWARE AND PUSHBUTTON DOOR OPERATOR EXTERIOR PEDISTAL.COORDINATE CONNECTIONS AND REQUIREMENTS ANDACCESSORIES WITH HARDWARE PROVIDER.

10 ADD ALTERNATE 1 SPACE. MAINTAIN EXISTING LIGHTS,CONTROLS AND POWER FOR THESE AREAS.

12 COORDINATE FINAL LOCATION WITH ARCHITECTURAL.(TYPICAL)

13 COORDINATE FINAL LOCATION WITH MECHANICALCONTRACTOR.

14 COORDINATE FINAL LOCATION WITH PLUMBINGCONTRACTOR.

15 PROVIDE (3) 3/4" SPARE CONDUITS STUBBED UP ABOVECEILING INTO ATTIC SPACE FOR FUTURE.

SHEET NOTES







1/4" = 1'-0"1FIRST FLOOR POW ER PLAN

REVISION SCHEDULE

DATE DESCRIPTION BY

T

T

DH-1

3

3

3

3

OS

OS

OSO

S

OS

OS

PANEL C-1

CCE

C

CEC

C

OAE

OAE

3

BBEB BE

B

BE

B

PANEL C

PANEL C-2

PANEL C-10

5

B

BE

D DE6

ENTRY

100

MENS

101

WOMENS

103

STORAGE

104

SERVERY

105

FURNACE

102

9

9

9

3

10

11

C CE

CCCE

EXISTING CLASSROOM

200

STORAGE

106

FAMILY RESTROOM

107

EXISTING TO

BASEMENT

108

EXISTING HALLWAY

109

EXISTING RESIDENCE

110

N

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 3:15:05 PM

E3-11

FIRST FLOOR

LIGHTING PLAN

22812 Elec R18.rvt

CJZ

CAJ

07/15/19

CAJ

SUAMICO WISCONSIN

700 22812 E3-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

E3-11 FIRST FLOOR LIGHTING PLAN

1/4" = 1'-0"1FIRST FLOOR LIGHTING PLAN

KEYNOTE LEGENDKEY KEYNOTE TEXT

3 PROVIDE AND UNSWITCHED CIRCUIT FOR EMERGENCYLIGHT FIXTURES (TYPICAL OF ALL "XE" FIXTURES)

5 DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCYSENSOR SHALL BE WATTSTOPPER TYPE DT-300. PROVIDEALL POWER SUPPLIES AND MOUNTING EQUIPMENT ASNEEDED. OCCUPANCY SENSOR SHALL CONTROL ALLLIGHTS IN THE SPACE.(TYPICAL)

6 PROVIDE A WATTSTOPPER TYPE ELCU-200 EMERGENCYCONTROL UNIT FOR THE EMERGENCY LIGHT FIXTURE INTHE SPACE.

9 SOLATUBE PROVIDED BY AND INSTALLED BY OTHERS. SEEARCHITECTURAL FOR DETAILS. (TYPICAL)

10 ADD ALTERNATE 1 SPACE. MAINTAIN EXISTING LIGHTS,CONTROLS AND POWER FOR THESE AREAS.

11 PROVIDE (4) TYPE D FIXTURES TO BE FIELD LOCATED ANDSURFACED MOUNTED IN THE ATTIC. LIGHT FIXTURES TO BECONTROLLED BY A CEILING MOUNTED OCCUPANCYSENSOR TO BE FIELD LOCATED WITH A SWITCH BY THEATTIC ENTRANCE IN THE SOUTH PART OF THE EXPANSION.LIGHT FIXTURES AND CONTROLS TO BE ON THEIR OWNCIRCUIT FROM PANEL C.

SHEET NOTES







REVISION SCHEDULE

DATE DESCRIPTION BY

ELECTRICAL SYMBOL DETAILS

QUAD RECEPT W/LOW VOLTAGE

QUADRECEPTACLE

PHONE OUTLETHDMIPORT

DATA OUTLET

DUPLEX RECEPT W/LOW VOLTAGE

DUPLEXRECEPTACLE

PHONE OUTLET

DATA OUTLET

DUPLEX RECEPT W/ TV

DUPLEXRECEPTACLE

HDMI PORT

COXIAL CABLE

TV

ELECTRICAL SYMBOLS LEGEND

RECEPTACLES SWITCHES

SIMPLEX

DUPLEX

ISOLATED GROUND

TAMPER RESISTANT

WEATHER PROOF W/GFI

GROUND FAULT INTERRUPT

HIGH VOLTAGE

SPLIT WIRE

DOUBLE DUPLEX

220 VOLT

SPECIAL PURPOSE

SINGLE POLE

DOUBLE POLE

3-WAY

4-WAY

EMERGENCY

FAN

KEY OPERATED

LOW VOLTAGE

PILOT LIGHT

TIMER

CIRCUIT BREAKER

DIMMER

MOMENTARY CONTACT

OCCUPANCY SENSOR-WALL

OCCUPANCY SENSOR-CLG

PHOTO CELL

MISC. POWER SYMBOLS

DISCONNECT

CLOCK

ELECT. CONTROLLED VALVE

FUSESTAT

HAND DRYER

HAIR DRYER

HEATER

JUNCTION BOX

MOTOR

RELAY

SOLENOID VALVE

MOTOR STARTER

FIRE PROTECTION SYSTEM

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PNL

SMOKE DETECTOR

HEAT DETECTOR

HORN STROBE

HORN ONLY

STROBE ONLY (C FOR CLG MTD)

SPKR STROBE (C FOR CLG MTD)

EXTERIOR HORN W/ STROBE

MINI HORN

ANSUL TIE

SPRINKLER TAMPER SWITCH

SPRINKLER FLOW SWITCH

WALL SPEAKER - FIRE

CEILING SPEAKER - FIRE

MAGNETIC DOOR HOLDER

MANUAL PULL STATION

NURSE CALL SYSTEM

NURSE CONTROL PANEL

DOME LIGHT

DUTY STATION

COMMUNICATIONS

DATA JACK

TELEVISION JACK

SPEAKER - CEILING

SPEAKER - WALL

SECURITY

DOOR ALARM ANNUNCIATOR

ADA DOOR OPERATOR

CAMERA

CARD READER - ELECTRONIC

DOOR SECURITY MONITOR

KEY CARD PAD

PUSH BUTTON

ELECTRICAL PANELS

FLUSH MOUNT PANELBOARD

SURFACE MT PANELBOARD

PHONE SYSTEMIG

TR

W P

GFI

2

3

4

E

F

K

LV

P

T

CB

D

MC

OS

PC

C

F

D

H

H

J

R

FACP

FAAP

F

S

F

M

A

TS

FS

W S

S

F

ND

T

S

FA

F

S

P

SEC

DAA

P1

PHONE

ADDRESSABLE INPUT MODULEAIM

AREA OF RESCUE-CALLR

TELEPHONE JACK

DATA/VOICE JACK

COUNTERTOP RECEPTACLECTR

ILLUMINATED HANDLE H

MOTORM

SPEED CONTROLLER SC

SPRING WOUND TIMERW

WEATHER PROOFW P

MOTOR WITH DISCONNECT

3-BUTTON SWITCH

THERMOSTATT

B BELL

BUZZER

FLOOR DATA JACK

INTERCOMIC

M MICROPHONE

SPEAKER/CLOCK

TIME CLOCKTC

V

FAN

ABORT SWITCH

ADDRESSABLE OUTPUT MOD.AOM

CBELL-CHIME

EOLD END OF LINE RESISTOR

N

Z ZONE LIGHT

NCP

STAFF STATION SS

NURSE/TOILET STATION N

CR

ELECTRIC LOCKDL

K

SECURITY ALARM HORN

OS

SD DUCT-TYPE SMOKE DETECTOR

COMBINATION STARTER & DISCCEILING MOUNTED RECPT

FLOOR BOX RECEPTACLE

USB CHARGING STATION

COMBO RECEPTACLE / USBUSB

OCC SENSOR-POWER PACKPP

P1

CEILING MOUNTED SP RECPT

FIRE/SMOKE DAMPERF/S

SMOKE DAMPERS

WIRELESS ACCESS POINTW iFi

CONTROLLED RECEPTACLECR

ACS ACCESS CONTROLLED DOOR

FUSED DISCONNECT

C

S C

LOW VOLTAGE SWITCH / TYPEL?

TAG DESCRIPTIONS

LIGHTING SCENARIO

KEYNOTE

LS?

#

FIRE ALARM

FIRE FIRE

48

" M

AX

(N

FP

A,

AD

A)

42

" M

IN (

NF

PA

)

TO

P O

F P

UL

L

SYNCHRONIZE MORE

THAN TWO APPLIANCES

IN ANY FIELD OF VIEW.

A/C

SUPPLY

DIFFUSER

CEILING

AU

DIB

LE

80

" M

IN (

IBC

)

90

" M

AX

(IB

C)

AB

OV

E F

INIS

HE

D F

LO

OR

4"

4"

12

" (M

AX

)

WALL MOUNTED

SMOKE/HEAT

DETECTOR

NEVER INSTALL HEAT

IN SHADED AREA

FINISHED WALL

3'-0" MIN

CEILING MOUNTED

SMOKE/HEAT

DETECTOR

DOOR WIDTH LESS 3"

5"

MAGNETIC DOOR HOLDER

MANUAL

PULL STATION

FIRE

PHONE

JACK

FINISHED FLOOR

AUDIO/VISUAL

& VISUAL ONLY

DEVICES

.

7'-6

" (M

IN.)

-8'-6

" (M

AX

.)

EMERGENCY FIXTURE

EXIT FIXTURE-BACK

MOUNTED BOTTOM OF EXIT

SIGN TO BE 4" ABOVE TOP

OF DOOR FRAME

EXIT FIXTURE-CEILING MOUNTED

EXIT FIXTURE-END MOUNTED

TO EXIT DOOR

5' MAX

VISUAL APPLIANCE MOUNTING HEIGHT IN SLEEPING ROOMS1. MIN DISTANCE IN SLEEPING ROOMS IS 24" FROM CEILING TO TOP

OF LENS FOR 110cd STROBES WITHIN 16' OF PILLOW2. 177cd STROBES, USED IN SLEEPING ROOMS, CAN BE WITHIN THE

24" MINIMUM DISTANCE FROM THE CEILING, THE HIGHER INTENSITY IS TO COMPENSATE FOR A POSSIBLE SMOKE LAYER

FOR CEILING HEIGHTS LESS THAN 86"THE VISUAL LENS MOUNTING HEIGHTSHALL BE WITHIN 6" OF THE CEILING.

FIRE

AUDIBLE

ONLY

NFPA 72 AUDIBLE APPLIANCE

6" MIN BELOW FINISHED CEILING

90

" M

IN A

BO

VE

FIN

ISH

ED

FL

OO

RO

R A

PP

RO

VE

D F

RO

M A

HJ

01

/2"

1"

2"

1/4

"

PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 3:15:07 PM

E4-11

ELECTRICAL

SYMBOLS LISTS

AND MOUNTING

HEIGHTS DETAIL

22812 Elec R18.rvt

CJZ

CAJ

07/15/19

CAJ

SUAMICO WISCONSIN

700 22812 E4-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

E4-11 ELECTRICAL SYMBOLS LISTS AND MOUNTING HEIGHTS DETAIL

NOT TO SCALE1ELECTRICAL SYMBOLS DETAILS

NOT TO SCALE2TYPICAL MOUNTING HEIGHTS

REVISION SCHEDULE

DATE DESCRIPTION BY

ELECTRICAL SPECIFICATIONS1. BASIC ELECTRICAL REQUIREMENTS

A. THE ELECTRICAL CONTRACT INSTALLATION SHALL INCLUDE A COMPLETE ELECTRICAL INSTALLATION OF INSIDE UTILITIES FOR THE BUILDING. ALL CONDUIT, FIXTURES AND EQUIPMENT HEREIN SPECIFIED, MENTIONED OR SHOWN ON DRAWINGS, SHALL BE FURNISHED AND INSTALLED IN PLACE, CONNECTED UP AND READY FOR NORMAL OPERATION EXCEPT FOR SUCH ITEMS AS ARE SPECIFICALLY MENTIONED TO BE FURNISHED BY OTHERS.

B. THE ELECTRICAL INSTALLATION SHALL MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND STANDARDS. ALL PERMITS NECESSARY FOR A COMPLETE ELECTRICAL INSTALLATION SHALL BE PAID FOR BY THIS CONTRACTOR.

C. ALL INSTALLATION OF ELECTRICAL EQUIPMENT WIRING SHALL BE INSPECTED BY THE AUTHORITY HAVING JURISDICTION. ALLOWANCE SHALL BE MADE IN THE BID AND CONTRACT FOR THE COST OF SUCH INSPECTION.

D. FURNISH PRODUCTS LISTED BY UNDERWRITERS LABORATORIES, INC. OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION.

E. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS ON THIS JOB. ANY CONFLICT WHICH CANNOT BE RESOLVED SHALL BE SETTLED BY THE ARCHITECT/ENGINEER.

F. FIELD VERIFICATION OF SCALE DIMENSIONS ON PLANS IS DIRECTED SINCE ACTUAL LOCATIONS, DISTANCES AND LEVELS WILL BE GOVERNED BY ACTUAL FIELD CONDITIONS.

G. THE CONTRACTORS SHALL CHECK ARCHITECTURAL, STRUCTURAL, PLUMBING, HEATING, VENTILATING AND ELECTRICAL PLANS TO AVERT POSSIBLE INSTALLATION CONFLICTS. SHOULD CHANGES FROM ORIGINAL PLANS BE NECESSARY TO RESOLVE SUCH CONFLICTS THIS CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AND SECURE WRITTEN APPROVAL AND AGREEMENT ON NECESSARY ADJUSTMENTS BEFORE THE INSTALLATION IS STARTED.

H. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND WORKING OF EVERYTHING IN THIS CONTRACT AND SHALL GUARANTEE TO REMEDY FREE OF CHARGE ANY DEFECTS IN WORKMANSHIP AND MATERIALS THAT MAY APPEAR TO GIVE OR GIVES RISE TO TROUBLE OF ANY KIND FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL SUBSTANTIAL COMPLETION.

2. MINOR ELECTRICAL DEMOLITIONA. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS.B. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES.C. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION.

WHEN W ORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. FOLLOW ALL FACILITY SAFETY RULES AND COMPLY WITH NFPA 70E REQUIREMENTS.

D. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. E. DISCONNECT AND REMOVE ABANDONED LUMINAIRES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES.F. REMOVE ALL CONDUIT AND W IRING, INCLUDING CONNECTORS AND MOUNTING ACCESSORIES BACK TO SOURCE FOR ALL

EQUIPMENT SCHEDULED FOR REMOVAL.G. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS THAT REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE

ACCESS PANEL AS APPROPRIATE.3. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

A. DO NOT USE CONDUCTORS AND CABLES FOR APPLICATIONS OTHER THAN AS PERMITTED BY NFPA 70 AND PRODUCT LISTING.B. PROVIDE SINGLE CONDUCTOR BUILDING WIRE INSTALLED IN SUITABLE RACEWAY UNLESS OTHERWISE INDICATED,

PERMITTED, OR REQUIRED.C. NONMETALLIC-SHEATHED CABLE, UNDERGROUND FEEDER AND BRANCH-CIRCUIT CABLE, SERVICE ENTRANCE CABLE, AND

ARMORED CABLE IS NOT PERMITTED.D. METAL-CLAD CABLE IS PERMITTED ONLY AS FOLLOWS:

a. WHERE CONCEALED ABOVE ACCESSIBLE CEILINGS FOR FINAL CONNECTIONS FROM JUNCTION BOXES TO LUMINAIRES.E. PROVIDE COPPER CONDUCTORS ONLY. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE FOR THIS PROJECT. CONDUCTOR

SIZES INDICATED ARE BASED ON COPPER.F. MINIMUM CONDUCTOR SIZE:

a. BRANCH CIRCUITS: 12 AWG.• EXCEPTIONS:

1. 20 A, 120 V CIRCUITS LONGER THAN 75 FEET (23 M): 10 AWG, FOR VOLTAGE DROP.2. 20 A, 120 V CIRCUITS LONGER THAN 150 FEET (46 M): 8 AWG, FOR VOLTAGE DROP.

G. MAINTAIN SEPARATION OF CLASS 1, CLASS 2, AND CLASS 3 REMOTE-CONTROL, SIGNALING, AND POWER-LIMITED CIRCUITS IN ACCORDANCE WITH NFPA 70.

H. COMMON NEUTRALS: UNLESS OTHERWISE INDICATED, SHARING OF NEUTRAL/GROUNDED CONDUCTORS AMONG SINGLE PHASE BRANCH CIRCUITS OF DIFFERENT PHASES INSTALLED IN THE SAME RACEWAY IS NOT PERMITTED. PROVIDE DEDICATED NEUTRAL/GROUNDED CONDUCTOR FOR EACH INDIVIDUAL BRANCH CIRCUIT.

4. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMSA. EXISTING WORK: WHERE EXISTING GROUNDING AND BONDING SYSTEM COMPONENTS ARE INDICATED TO BE REUSED, THEY

MAY BE REUSED ONLY WHERE THEY ARE FREE FROM CORROSION, INTEGRITY AND CONTINUITY ARE VERIFIED, AND WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION.

B. PROVIDE CONNECTION TO REQUIRED AND SUPPLEMENTAL GROUNDING ELECTRODES INDICATED TO FORM GROUNDING ELECTRODE SYSTEM.a. PROVIDE CONTINUOUS GROUNDING ELECTRODE CONDUCTORS WITHOUT SPLICE OR JOINT.b. INSTALL GROUNDING ELECTRODE CONDUCTORS IN RACEWAY WHERE EXPOSED TO PHYSICAL DAMAGE. BOND

GROUNDING ELECTRODE CONDUCTOR TO METALLIC RACEWAYS AT EACH END WITH BONDING JUMPER.C. PROVIDE BONDING FOR EQUIPMENT GROUNDING CONDUCTORS, EQUIPMENT GROUND BUSSES, METALLIC EQUIPMENT

ENCLOSURES, METALLIC RACEWAYS AND BOXES, DEVICE GROUNDING TERMINALS, AND OTHER NORMALLY NON-CURRENT-CARRYING CONDUCTIVE MATERIALS ENCLOSING ELECTRICAL CONDUCTORS/EQUIPMENT OR LIKELY TO BECOME ENERGIZED AS INDICATED AND IN ACCORDANCE WITH NFPA 70.

D. WHERE CIRCUIT CONDUCTOR SIZES ARE INCREASED FOR VOLTAGE DROP, INCREASE SIZE OF EQUIPMENT GROUNDING CONDUCTOR PROPORTIONALLY IN ACCORDANCE WITH NFPA 70.

5. CONDUITA. UNLESS OTHERWISE INDICATED AND WHERE NOT OTHERWISE RESTRICTED, USE THE CONDUIT TYPES INDICATED FOR THE

SPECIFIED APPLICATIONS. WHERE CONDUIT TYPE FOR A PARTICULAR APPLICATION IS NOT SPECIFIED, USE GALVANIZED STEEL RIGID METAL CONDUIT.

B. UNDERGROUND:a. UNDER SLAB ON GRADE: USE RIGID PVC CONDUIT (SCHEDULE 40).b. WHERE RIGID POLYVINYL (PVC) CONDUIT LARGER THAN 2 INCH (53 MM) TRADE SIZE IS PROVIDED, USE GALVANIZED STEEL

RIGID METAL CONDUIT ELBOWS FOR BENDS.C. CONCEALED WITHIN MASONRY WALLS: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT

(IMC), OR ELECTRICAL METALLIC TUBING (EMT).D. CONCEALED WITHIN HOLLOW STUD WALLS: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT

(IMC), OR ELECTRICAL METALLIC TUBING (EMT).E. CONCEALED ABOVE ACCESSIBLE CEILINGS: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT

(IMC), OR ELECTRICAL METALLIC TUBING (EMT).F. INTERIOR, DAMP OR WET LOCATIONS: USE GALVANIZED STEEL RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT

(IMC).G. EXPOSED, INTERIOR, NOT SUBJECT TO PHYSICAL DAMAGE: USE GALVANIZED STEEL RIGID METAL CONDUIT, INTERMEDIATE

METAL CONDUIT (IMC), OR ELECTRICAL METALLIC TUBING (EMT).H. EXPOSED, INTERIOR, SUBJECT TO PHYSICAL DAMAGE: USE GALVANIZED STEEL RIGID METAL CONDUIT OR INTERMEDIATE

METAL CONDUIT (IMC).I. EXPOSED, EXTERIOR: USE GALVANIZED STEEL RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT (IMC).J. MINIMUM CONDUIT SIZE, UNLESS OTHERWISE INDICATED:

a. BRANCH CIRCUITS: 3/4 INCH (16 MM) TRADE SIZE.b. BRANCH CIRCUIT HOMERUNS: 3/4 INCH (21 MM) TRADE SIZE.c. UNDERGROUND, INTERIOR: 3/4 INCH (21 MM) TRADE SIZE.d. UNDERGROUND, EXTERIOR: 1 INCH (27 MM) TRADE SIZE.

K. PROVIDE INDEPENDENT SUPPORT FROM BUILDING STRUCTURE. DO NOT PROVIDE SUPPORT FROM PIPING, DUCTWORK, OR OTHER SYSTEMS.

L. WHERE RIGID POLYVINYL (PVC) CONDUIT IS PROVIDED, TRANSITION TO GALVANIZED STEEL RIGID METAL CONDUIT WHERE EMERGING FROM UNDERGROUND.

M. TELECOMMUNICATIONS CONDUIT:a. PROVIDE 3/4" EMPTY CONDUIT WITH PROPER MUD RING OR BOX STUBBED UP INTO CORRIDOR CEILING SPACE FOR ALL

VOICE, DATA, AND TELEVISION LOCATIONS.6. IDENTIFICATION FOR ELECTRICAL SYSTEMS

A. USE IDENTIFICATION NAMEPLATE TO IDENTIFY EACH PIECE OF ELECTRICAL DISTRIBUTION AND CONTROL EQUIPMENT AND ASSOCIATED SECTIONS, COMPARTMENTS, AND COMPONENTS.

B. USE IDENTIFICATION NAMEPLATE AT EACH PIECE OF SERVICE EQUIPMENT TO IDENTIFY THE AVAILABLE FAULT CURRENT AND THE DATE CALCULATIONS WERE PERFORMED.

C. ARC FLASH HAZARD WARNING LABELS: USE WARNING LABELS TO IDENTIFY ARC FLASH HAZARDS FOR ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS THAT ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED.

D. USE IDENTIFICATION LABEL OR ENGRAVED W ALLPLATE TO IDENTIFY SERVING BRANCH CIRCUIT FOR ALL RECEPTACLES.7. LIGHTING CONTROL DEVICES

A. ALL OCCUPANCY SENSORS:a. DESCRIPTION: FACTORY-ASSEMBLED COMMERCIAL SPECIFICATION GRADE DEVICES FOR INDOOR USE CAPABLE OF

SENSING BOTH MAJOR MOTION, SUCH AS W ALKING, AND MINOR MOTION, SUCH AS SMALL DESKTOP LEVEL MOVEMENTS, ACCORDING TO PUBLISHED COVERAGE AREAS, FOR AUTOMATIC CONTROL OF LOAD INDICATED.

b. OPERATION: UNLESS OTHERWISE INDICATED, OCCUPANCY SENSOR TO TURN LOAD ON WHEN OCCUPANT PRESENCE IS DETECTED AND TO TURN LOAD OFF WHEN NO OCCUPANT PRESENCE IS DETECTED DURING AN ADJUSTABLE TURN-OFF DELAY TIME INTERVAL.

c. OCCUPANCY SENSOR LOCATIONS:• LOCATION ADJUSTMENTS: LOCATIONS INDICATED ARE DIAGRAMMATIC AND ONLY INTENDED TO INDICATE WHICH

ROOMS OR AREAS REQUIRE DEVICES. PROVIDE QUANTITY AND LOCATIONS AS REQUIRED FOR COMPLETE COVERAGE OF RESPECTIVE ROOM OR AREA BASED ON MANUFACTURER'S RECOMMENDATIONS FOR INSTALLED DEVICES.

B. OUTDOOR PHOTO CONTROLS:a. LOCKING RECEPTACLE-MOUNTED OUTDOOR PHOTO CONTROLS

• DESCRIPTION: PLUG-IN LOCKING TYPE PHOTO CONTROL UNIT COMPLYING WITH ANSI C136.10 FOR MOUNTING ON A COMPATIBLE RECEPTACLE, LISTED AND LABELED AS COMPLYING WITH UL 773.

• LIGHT LEVEL ACTIVATION: 1 TO 3 FOOTCANDLES (10.8 TO 32.3 LUX) TURN-ON AND 1.5 TO 1 TURN-OFF TO TURN-ON RATIO WITH INSTANT TURN-ON AND DELAYED TURN-OFF.

• VOLTAGE: AS REQUIRED TO CONTROL THE LOAD INDICATED ON THE DRAWINGS.• FAILURE MODE: FAILS TO THE ON POSITION.

8. LOW-VOLTAGE TRANSFORMERSA. DESCRIPTION: FACTORY-ASSEMBLED, DRY TYPE TRANSFORMERS FOR 60 HZ OPERATION DESIGNED AND MANUFACTURED IN

ACCORDANCE WITH NEMA ST 20 AND LISTED AND LABELED BY UNDERWRITERS LABORATORIES INC. AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED.

B. SELF-COOLED, TWO WINDING TRANSFORMERS LISTED AND LABELED AS COMPLYING WITH UL 506 OR UL 1561; RATINGS AS INDICATED ON THE DRAWINGS.

C. PRIMARY VOLTAGE: 480 VOLTS DELTA, 3 PHASE.D. SECONDARY VOLTAGE: 208Y/120 VOLTS, 3 PHASE.E. INSULATION SYSTEM AND ALLOWABLE AVERAGE WINDING TEMPERATURE RISE:

a. 15 KVA AND LARGER: CLASS 220 DEGREES C INSULATION SYSTEM WITH 150 DEGREES C AVERAGE WINDING TEMPERATURE RISE.

F. COIL CONDUCTORS: CONTINUOUS ALUMINUM OR COPPER WINDINGS WITH TERMINATIONS BRAZED OR WELDED.G. ENERGY EFFICIENCY: STANDARD EFFICIENCY COMPLYING WITH NEMA TP 1.

9. PANELBOARDSA. COORDINATE THE WORK WITH OTHER TRADES TO AVOID PLACEMENT OF DUCTWORK, PIPING, EQUIPMENT, OR OTHER

POTENTIAL OBSTRUCTIONS WITHIN THE DEDICATED EQUIPMENT SPACES AND WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT REQUIRED BY NFPA 70.

B. PROVIDE PANELBOARDS WITH LISTED SHORT CIRCUIT CURRENT RATING NOT LESS THAN THE AVAILABLE FAULT CURRENT AT THE INSTALLED LOCATION AS INDICATED ON THE DRAWINGS.

C. FUTURE PROVISIONS: PREPARE ALL UNUSED SPACES FOR FUTURE INSTALLATION OF DEVICES INCLUDING BUSSING, CONNECTORS, MOUNTING HARDW ARE AND ALL OTHER REQUIRED PROVISIONS.

D. BUSSING:a. PHASE AND NEUTRAL BUS MATERIAL: COPPER.b. GROUND BUS MATERIAL: COPPER.

E. CIRCUIT BREAKERS: THERMAL MAGNETIC BOLT-ON TYPE UNLESS OTHERWISE INDICATED.F. PROVIDE SURFACE-MOUNTED OR FLUSH-MOUNTED ENCLOSURES AS INDICATED.G. PROVIDE CIRCUIT BREAKERS WITH INTERRUPTING CAPACITY AS REQUIRED TO PROVIDE THE SHORT CIRCUIT CURRENT

RATING INDICATED, BUT NOT LESS THAN:a. 10,000 RMS SYMMETRICAL AMPERES AT 240 VAC OR 208 VAC.

H. MULTI-POLE CIRCUIT BREAKERS: FURNISH WITH COMMON TRIP FOR ALL POLES.I. DO NOT USE TANDEM CIRCUIT BREAKERS.J. PROVIDE FILLER PLATES TO COVER UNUSED SPACES IN PANELBOARDS.K. PROVIDE A TYPE-WRITTEN DIRECTORY.

10. WIRING DEVICESA. FOR SINGLE RECEPTACLES INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT, PROVIDE RECEPTACLE WITH AMPERE RATING

NOT LESS THAN THAT OF THE BRANCH CIRCUIT.B. PROVIDE WEATHER RESISTANT GFI RECEPTACLES WITH SPECIFIED WEATHERPROOF COVERS FOR ALL RECEPTACLES

INSTALLED OUTDOORS OR IN DAMP OR WET LOCATIONS.C. ALL WIRING DEVICES: [WHITE] WITH [WHITE] NYLON WALL PLATE UNLESS OTHERW ISE INDICATED.D. STANDARD WALL SWITCHES: INDUSTRIAL SPECIFICATION GRADE, 20 A, 120/277 V WITH STANDARD TOGGLE TYPE SWITCH

ACTUATOR AND MAINTAINED CONTACTS; SINGLE POLE SINGLE THROW, DOUBLE POLE SINGLE THROW, THREE WAY, OR FOUR WAY AS INDICATED ON THE DRAWINGS.

E. STANDARD CONVENIENCE RECEPTACLES: INDUSTRIAL SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R[<>]; SINGLE OR DUPLEX AS INDICATED ON THE DRAWINGS.

F. MOUNTING HEIGHTS: UNLESS OTHERWISE INDICATED, AS FOLLOWS:a. WALL SWITCHES: 46 INCHES ABOVE FINISHED FLOOR TO CENTER OF BOX.b. RECEPTACLES: 20 INCHES ABOVE FINISHED FLOOR TO CENTER OF BOX OR 6 INCHES (150 MM) ABOVE COUNTER.

G. UNLESS OTHERWISE INDICATED, GFI RECEPTACLES MAY BE CONNECTED TO PROVIDE FEED-THROUGH PROTECTION TO DOWNSTREAM DEVICES. LABEL SUCH DEVICES TO INDICATE THEY ARE PROTECTED BY UPSTREAM GFI PROTECTION.

11. ENCLOSED SWITCHESA. SOURCE LIMITATIONS: FURNISH ENCLOSED SWITCHES AND ASSOCIATED COMPONENTS PRODUCED BY THE SAME

MANUFACTURER AS THE OTHER ELECTRICAL DISTRIBUTION EQUIPMENT USED FOR THIS PROJECT AND OBTAINED FROM A SINGLE SUPPLIER.

B. DESCRIPTION: QUICK-MAKE, QUICK-BREAK, ENCLOSED SAFETY SWITCHES COMPLYING WITH NEMA KS 1, TYPE HD (HEAVY DUTY), AND LISTED AND LABELED AS COMPLYING WITH UL 98; RATINGS, CONFIGURATIONS, AND FEATURES AS INDICATED ON THE DRAWINGS.

C. HORSEPOWER RATING: SUITABLE FOR CONNECTED LOAD.D. PROVIDE VIEWING WINDOWS IN COVER.

12. INTERIOR LIGHTINGA. ANY DEVIATION FROM WHAT IS CALLED OUT IN THE LIGHT FIXTURE SCHEDULE REQUIRES PRIOR APPROVAL FROM THE

ENGINEER.a. PROVIDE CUT SHEETS AND PHOTOMETRICS.

B. UNLESS OTHERWISE INDICATED, PROVIDE COMPLETE LUMINAIRES INCLUDING LAMP(S) AND ALL SOCKETS, BALLASTS, REFLECTORS, LENSES, HOUSINGS AND OTHER COMPONENTS REQUIRED TO POSITION, ENERGIZE AND PROTECT THE LAMP AND DISTRIBUTE THE LIGHT.

C. LUMINAIRES RECESSED IN INSULATED CEILINGS: LISTED AND LABELED AS IC-RATED, SUITABLE FOR DIRECT CONTACT WITH INSULATION AND COMBUSTIBLE MATERIALS.

D. EMERGENCY LIGHTINGa. DESCRIPTION: EMERGENCY LIGHTING UNITS COMPLYING WITH NFPA 101 AND ALL APPLICABLE STATE AND LOCAL CODES,

AND LISTED AND LABELED AS COMPLYING WITH UL 924.b. OPERATION: UPON INTERRUPTION OF NORMAL POWER SOURCE OR BROWNOUT CONDITION EXCEEDING 20 PERCENT

VOLTAGE DROP FROM NOMINAL, SOLID-STATE CONTROL AUTOMATICALLY SWITCHES CONNECTED LAMPS TO INTEGRAL BATTERY POWER FOR MINIMUM OF 90 MINUTES OF RATED EMERGENCY ILLUMINATION, AND AUTOMATICALLY RECHARGES BATTERY UPON RESTORATION OF NORMAL POWER SOURCE.

E. EXIT SIGNSa. ALL EXIT SIGNS: INTERNALLY ILLUMINATED WITH LEDS UNLESS OTHERWISE INDICATED; COMPLYING WITH NFPA 101 AND

ALL APPLICABLE STATE AND LOCAL CODES, AND LISTED AND LABELED AS COMPLYING WITH UL 924.F. DO NOT USE CEILING SUPPORT SYSTEM TO BEAR WEIGHT OF LUMINAIRES UNLESS CEILING SUPPORT SYSTEM IS CERTIFIED

AS SUITABLE TO DO SO.G. INSTALL ACCESSORIES FURNISHED WITH EACH LUMINAIRE.

13. EXTERIOR LIGHTINGA. FURNISH PRODUCTS AS INDICATED IN LUMINAIRE SCHEDULE INCLUDED ON THE DRAWINGS.B. UNLESS OTHERWISE INDICATED, PROVIDE COMPLETE LUMINAIRES INCLUDING LAMP(S) AND ALL SOCKETS, BALLASTS,

REFLECTORS, LENSES, HOUSINGS AND OTHER COMPONENTS REQUIRED TO POSITION, ENERGIZE AND PROTECT THE LAMP AND DISTRIBUTE THE LIGHT.

C. PROVIDE LUMINAIRES LISTED AND LABELED AS SUITABLE FOR WET LOCATIONS UNLESS OTHERWISE INDICATED.

01

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PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


7/11/2019 3:15:07 PM

E4-12

ELECTRICAL

SPECIFICATIONS

22812 Elec R18.rvt

CJZ

CAJ

07/15/19

CAJ

SUAMICO WISCONSIN

700 22812 E4-12

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

E4-12 ELECTRICAL SPECIFICATIONS

REVISION SCHEDULE

DATE DESCRIPTION BY

EXISTING UTILITYTRANSFORMER

120/240 VOLT1 PHASE SECONDARY

EXISTING UTILITY METER

EXISTINGRESIDENCE

DISC

100 AMP1 PHASE

EXISTINGNATURE CENTER

DISC

200 AMP1 PHASE

EXISTINGBARNDISC

100 AMP1 PHASE

EXISTING

PANEL B

200 AMP MAIN BREAKER

42 SPACE120/240 VOLT1 PHASE, 3WSURFACE MT

EXISTING

PANEL A



QO

MAINT.SHOP

MAINT.SHOP

EXISTINGBUILDING

EXISTINGBUILDING

EXISTING

PANEL A



NEW

PANEL C



QO

(3) #2 WITH#8 GROUNDIN 1" CONDUIT

FUTURE

BARN FEED

01

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PROJECT NO.

FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

TITLE

SHEET

PROJECT

REVIEWED BY


9/16/2019 7:49:52 AM

E5-11

POWER PANEL

BOARDS,

ELECTRICAL

RISER AND

SCHEDULES

22812 Elec R18.rvt

CJZ

CAJ

07/15/19

CAJ

SUAMICO WISCONSIN

700 22812 E5-11

19-22812

BARKHAUSEN

RESTROOM

ADDITION

BROWN COUNTY

E5-11 POWER PANEL BOARDS, ELECTRICAL RISER AND SCHEDULES

ELECTRICAL EQUIPMENT SCHEDULE

ITEM# DESCRIPTION

POWER REQUIREMENTS

LOCATION PNL - CKTMINIMUM COUNDUIT,WIRE # - SIZE, GND

STARTER DISCONNECT

NOTESHP VOLTS POLES AMPS VA TYPE BY TYPE BY

CU-1 AIR COOLEDCONDESING UNIT

240 V 2 17.7 A 4248 VA EXTERIOR PANEL C - 16,18 3/4"C, 2- #10's, #10GND (none) WU NF EC PART OF ALTERNATE 01.

F-1 FURNACE 120 V 1 7.1 A 852 VA FURNACE 102 PANEL C - 12 3/4"C, 2- #12's, #12GND (none) WU NF EC

EF-1 EXHAUST FAN 120 V 1 0.0 A 75 VA ROOF PANEL C - 14 3/4"C, 2- #12's, #12GND (none) (none) NF EC LOCATED ON ROOF COORDINATE WITH MECHANICAL

P-1 PUMP 120 V 1 0.4 A 39 VA PANEL C - 17 3/4"C, 2- #12's, #12GND (none) (none) (none) (none) LOCATED IN BASEMENT COORDINATE WITH MECHANICAL

EDH-1 ELECTRIC DUCTHEATER

240 V 2 40.0 A 9600 VA STORAGE 104 PANEL C - 20,22 3/4"C, 2- #8's, #10GND (none) WU NF EC

STARTERCONTRACTOR

LIST:

EC ELECTRICAL CONTRACTOR

ES EQUIPMENT SUPPLIER

MC MECHANICAL CONTRACTOR

WU WITH UNIT

ABBREVIATIONLIST:

COMB COMBINATION STARTER

MAG MAGNETIC STARTER

MAN MANUAL STARTER

SS SOFT STARTER

VFD VARIABLE FREQUENCY DRIVE

1 PROVIDE A GFI BREAKER FOR THIS CIRCUIT

NOTE:

Total Amps: 75 A 86 A

Total Load: 9024 VA 10296 VA

41 SPARE 20 A 1 0 0 1 20 A SPARE 42

39 SPARE 20 A 1 0 0 1 20 A SPARE 40

37 SPARE 20 A 1 0 0 1 20 A SPARE 38

35 SPARE 20 A 1 0 0 1 20 A SPARE 36

33 SPARE 20 A 1 0 0 1 20 A SPARE 34

31 SPARE 20 A 1 0 0 1 20 A SPARE 32

29 SPARE 20 A 1 0 0 1 20 A SPARE 30

27 SPARE 20 A 1 0 0 1 20 A SPARE 28

25 26

23 REC CLASSROOM 200 20 A 1 720 180 1 20 A REC SERVERY 105 24

21 LTS ATTIC 20 A 1 104 4800 -- -- -- 22

19 REC ENTRY 100 20 A 1 180 4800 2 50 A EDH-1 20

17 P-1 20 A 1 39 2124 -- -- -- 18

15 REC SERVERY 105 20 A 1 180 2124 2 20 A CU-1 16

13 REC SERVERY 105 20 A 1 180 75 1 20 A EF-1 14

11 REC SERVERY 105 20 A 1 180 852 1 20 A F-1 12

9 REC SERVERY 105 20 A 1 180 358 1 20 A LTS ENTRY 100 10

7 REC ROOMS 105, 200 20 A 1 360 180 1 20 A REC SERVERY 105 8

5 REC Room 100-104 20 A 1 720 180 1 20 A REC SERVERY FRIDGE 6

3 REC ENTRY 100 20 A 1 180 360 1 20 A REC EXTERIOR 4

1 LTS STORAGE 104 20 A 1 107 187 1 20 A LTS MENS 101 2

Note

CKT Circuit Description Trip Pole A B Pole Trip Circuit Description CKT

Note

Notes:

Enclosure: NEMA 1 MCB Rating: 100 A

Mounting: Surface Wires: 3 Mains Rating: 100 A

Supply From: Phases: 1 Mains Type: CB

Location: STORAGE 104 Volts: 120/240 Single A.I.C. Rating: 10kAIC

Branch Panel: PANEL C

NTS1ELECTRICAL RISER DIAGRAM

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION MANUFACTURER MODELApparent

Load LAMP TYPE COMMENTS

B 1X4 SURFACE MOUNT LENSED SIGNIFY 1-SML-32L-840-4-FA-02F-UNV-DIM 30 VA 30W 3200 LUMEN LED

BE 1X4 SURFACE MOUNT LENSED WITH EMBATTERY

SIGNIFY 1-SML-32L-840-4-FA-02F-UNV-DIM-EMLED 30 VA 30W 3200 LUMEN LED

C 6" CAN LIGHT INTENSE SS6G4DR-L3-408-IC630-HZ-SF 17 VA 17W 2000 LUMEN LED

CE 6" CAN LIGHT WITH EM BATTERY INTENSE SS6G4DR-L3-408-EM7-IC630-HZ-SF 17 VA 35W 4300 LUMEN LED

D 4' SUSPENDED STRIP SIGNIFY FSS-4-30L-840-UNV-DIM 26 VA 26W 3000 LUMEN LED SUSPEND TO 8'-0" ABOVE FLOOR WITH AIRCRAFTCABLE. PROVIDE ALL ACCESSORIES AND MOUNTINGBRACKETS AS NEEDED.

DE 4' SUSPENDED STRIP WITH 11100 LUMEN EMBATTERY

SIGNIFY FSS-4-30L-840-UNV-DIM-EMLED 26 VA 26W 3000 LUMEN LED SUSPEND TO 8'-0" ABOVE FLOOR WITH AIRCRAFTCABLE. PROVIDE ALL ACCESSORIES AND MOUNTINGBRACKETS AS NEEDED.

OAE EXTERIOR LED WALL SCONCE WITH EMBATTERY

SIGNIFY 106L-16L-1000-NW-G1-4-EBPC-UNV-PCB 120V-BZ 55 VA 4712 LUMEN LED MOUNT 8'-0" ABOVE FINISHED GRADE

X EXIT LIGHT SIGNIFY VERWEM 4 VA 3W LED PROVIDE UNSWITCHED HOT TO FIXTURE.

REVISION SCHEDULE

DATE DESCRIPTION BY

brown county barkhausen restroom addition · 2019. 7. 15. · large-scale, more specific details...

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