Bid_#_2027-16_Davis_Lodge_Roof_Replacement_&_Kitchen_Remodel_-_Drawings.pdf

GROUP

G R

O U

P

PROJECT NO.: DATE:

PROFESSIONAL REGISTRATIONS

LOCATION MAP

PROJECT IMAGE

IMAGE © < COPYRIGHT NOTICE >

200 West College Avenue, Suite 301 - Normal, Illinois 61761 - Phone: (309) 663-8436 / info@f-w.com

Design Firm Registration #184001856

/1

/2

:4 :0

A

M

02600932.001

Davis Lodge Improvements City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

C it y o f B lo o m in g to n

Issued for Construction

D a v is

L o d g e

I m p ro v e m e n ts

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

John Bishop

11/30/2026

All

SUPERVISION. I AM A DULY LICENSED ARCHITECT UNDER THE

LAWS OF THE STATE OF ILLINOIS.

10/16/2026

ALIGN

A. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELATED

PENETRATIONS NOT SHOWN.

B. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERPROOF CONDITION

AT ALL TIMES.

C. PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL

GOVERNING CODES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION

INCLUDING, BUT NOT LIMITED TO, EXITING, FIRE ALARM SYSTEM(S) SMOKE/FIRE

DETECTION SYSTEM(S), SPRINKLER SYSTEM(S).

D. TEMPORARY BARRICADES SHALL BE INSTALLED BY CONTRACTOR AT AREAS OF

WORK TO CONTAIN CONSTRUCTION ACTIVITY AND TO PREVENT UNAUTHORIZED

PERSONS FROM ENTERING THE WORK AREA. COORDINATE LOCATIONS WITH

OWNER.

E. AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE

PATCHED AND PAINTED (OR PREPARED FOR OTHER SCHEDULED FINISH). IF

PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID MISMATCH

OF COLOR.

F. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION,

EQUIPMENT, PIPING, DUCTS, ETC, SHALL BE PROPERLY PATCHED AND CLOSED

OFF TO MAINTAIN PROPER FIRE RATING IN AFFECTED WALL, FLOOR, OR ROOF.

PREPARE PATCHED AREAS TO RECEIVE NEW FINISHES AS SCHEDULES (OR

MATCH EXISTING FINISHES IF NOT OTHERWISE IDENTIFIED).

G. WHEN PATCH OF EXISTING FLOOR IS REQUIRED, SLOPING OR RAMPING IN

EXCESS OF CONTRACT TOLERANCES WILL NOT BE ALLOWED (1/8" PER 10 FEET

MAXIMUM).

H. UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR IS RESPONSIBLE

FOR PATCHING TO MATCH EXISTING ADJACENT CONSTRUCTION.

I. AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIALS

TO REPAIR ALL DISTURBED ELEMENTS.

J. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE

WORKING SYSTEMS FOR ALL NEW ELEMENTS AND TO COORDINATE THEIR WORK

WITH ALL OTHER TRADES.

K. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS

OTHERWISE SPECIFIED.

L. STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD, OR

OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING CONSTRUCTION.

M. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES,

PUBLISHED STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS.

N. DETAILS ARE GENERALLY TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED

TO THOSE AREAS SPECIFICALLY INDICATED. REVIEW ANY QUESTIONS OR

CONFLICTING INFORMATION WITH THE DESIGN PROFESSIONAL PRIOR TO

FABRICATION OR INSTALLATION.

O. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING

CONSTRUCTION.

GENERAL NOTESABBREVIATIONS

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

L/S LANDSCAPE

LAM PLASTIC LAMINATE

LAV LAVATORY

LB(S) POUND(S)

LF LINEAR FEET (FOOT)

LT LIGHT

LTTR LONG-TERM THERMAL

RESISTANCE

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED,

INSTALLED BY OTHERS

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PERIM PERIMETER

PFIN PREFINISHED

PJF PREFORMED JOINT FILLER

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PT PRESSURE TREATED

PTD PAINTED

PWR POWER

RAD RADIUS

RB RUBBER BASE

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RV DRYWALL/MILLWORK REVEAL

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET (FOOT)

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD(S)

T/O TOP OF

T&G TONGUE AND GROOVE

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

W WEST

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WT WEIGHT

WWF WELDED WIRE FABRIC

CL

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CEM CEMENT(ITIOUS)

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED,

INSTALLED BY OTHERS

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CTR CENTER(ED)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EX/EXIST EXISTING

EXJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FRP FIBERLGASS REINFORCED

PANELING

FT FOOT/FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GYP GYPSUM

HDWR HARDWARE

HM HOLLOW METAL

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

SYMBOLS LEGEND

NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS

DEMOLITION KEYNOTE

GLAZING TYPE

TOILET ACCESSORY

WALL TYPE

ROOF PITCH

DOOR NUMBER

KEYNOTE

CEILING/ SOFFIT

HEIGHT

D#.#

MATL

1'-0"

-1

SLOPE: 1/4"

SLOPE/ROOF SLOPE

WALL SECTION

INTERIOR ELEVATION

COLUMN GRID

ELEVATION

REVISION NOTE

ENLARGED CALLOUT

ROOM DESIGNATION

BREAK LINE

DETAIL #

SHEET #

DETAIL #

SHEET #

A8.1

EXTERIOR ELEVATION

DETAIL #

SHEET #

A8.1

A8.1

A8.1

BUILDING SECTION

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

DETAIL #

SHEET #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

0"

-6"

CHANGE IN LEVEL

FINISH MATERIAL

TRANSITION

FLOOR FINISH

WALL FINISH

ACCENT WALL

WALL BASE

PATTERN/LINEAR

DIRECTION

CASEWORK

HORIZONTAL FACE

FINISH

CASEWORK

VERTICAL FACE

FINISH

MISCELLANEOUS

FINISH

SIGNAGE / ARTWORK

FINISH

CORNER GUARD

WINDOW

TREATMENT FINISH

ROLLER SHADE

DRAPERY / CUBICLE

CURTAIN

VALANCE / CORNICE

ALIGN

FINISH KEYNOTE

CEILING FINISH

XXX-#

XXX-#

X-#

X-#

X-#

X-#

X-#

X-#

X-#

X-#

X-#

X-#

DOOR, WINDOW &

FRAME FINISH

X-#

ARCHITECTURE

INTERIOR

T#

R#

ROOM

NAME

CASEWORK TYPEB#

AL1

ROOF TYPE

MATERIAL TYPE?#

EQUIPMENT E#

DIMENSION TO

FACE OF FINISH

REFERENCE SECTION 00 2113 AND 00 4100 OF THE PROJECT MANUAL FOR THE

SCHEDULE OF BID ALTERNATES TO BE INCLUDED WITH THE BID PACKAGE

BID ALTERNATES

A. REFER TO GENERAL INFORMATION SHEETS FOR SYMBOLS AND ABBREVIATIONS.

B. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED

DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.

PROJECT GENERAL NOTES

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DATE:

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SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

200 W. COLLEGE AVENUE, SUITE 301

NORMAL, ILLINOIS 61761

(309) 663-8436 / info@f-w.com

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# DATE: DESCRIPTION:

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A

M G0.1

GENERAL

INFORMATION

KLB

JEB

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction

DRAWING LIST

ARCHITECTURAL

G0.1 GENERAL INFORMATION

AD1.1 FIRST FLOOR DEMOLITION PLAN

AD2.1 ROOF DEMOLITION PLAN

A1.1 FIRST FLOOR PLAN

A2.1 ROOF PLAN - BASE BID

A2.2 ROOF PLAN - ALTERNATE #1

A2.3 ROOF DETAILS - BASE BID

A2.4 METAL ROOF DETAILS - ALTERNATE #1

A8.1 INTERIOR ELEVATIONS AND ENLARGED PLANS - ALTERNATE #2

D06.01

D22.01

D06.02

A. DEMOLITION GENERAL NOTES APPLY TO ALL PLAN/ENLARGED DEMOLITION PLAN

SHEETS.

B. EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED – COORDINATE

WITH NEW CONSTRUCTION.

C. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED AS TO FULLY

ALLOW FOR THE PROPER FURNISHING AND INSTALLATION OF ALL SCHEDULED

NEW WORK. THIS SHALL INCLUDE DEMOLITION OF ADJACENT ITEMS,

ACCESSORIES, AND APPURTENANCES AS NECESSARY.

D. DEMOLITION DRAWINGS ILLUSTRATE MAJOR ITEMS TO BE REMOVED.

CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH NEW WORK

DRAWINGS AND SHALL BE RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE

DEMOLISHED TO ACCOMMODATE NEW WORK.

E. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING AND RELOCATING ALL

SALVAGE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE.

F. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL

SALVAGE ITEMS.

G. PROTECT ALL FINISHES TO REMAIN FROM DAMAGE DURING DEMOLITION AND

CONSTRUCTION.

H. PRIOR TO DEMOLITION, ENSURE THE STABILITY OF ANY WALLS TO REMAIN.

I. DEMOLITION OF FLOOR FINISHES INCLUDES REMOVAL OF ADHESIVES, GROUTING

BEDS, RESILIENT BASE, ETC.

J. REMOVAL OF EXISTING PLUMBING FIXTURES TO INCLUDE PIPING, WASTE LINES,

ETC. LINES ARE TO BE CAPPED AS REQUIRED. SEE PLUMBING DRAWINGS.

K. REMOVAL OF EXISTING HVAC TO INCLUDE DUCTWORK, HANGERS, GRILLES,

DIFFUSERS, ETC. SEE MECHANICAL DRAWINGS.

L. REMOVAL OF EXISTING ELECTRICAL SYSTEMS TO INCLUDE CONDUIT, BOXES,

WIRE, CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM

EQUIPMENT, SPEAKERS, TELEPHONE OUTLETS AND LIGHT FIXTURES. SEE

ELECTRICAL DRAWINGS.

DEMOLITION GENERAL NOTES

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# DATE: DESCRIPTION:

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A

M AD1.1

FIRST FLOOR

DEMOLITION PLAN

CJL

JDP

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction

SCALE: 3/16" = 1'-0"

FIRST FLOOR DEMOLITION FLOOR PLAN 0 4 8 16

NORTH

PLAN

DEMOLITION KEYNOTES (BY DIVISION)

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

D06.01 REMOVE EXISTING BASE CABINETS AND ACCESSORIES. PREP LOCATION FOR

INSTALLATION OF NEW BASE CABINETS.

D06.02 REMOVE EXISTING COUNTERTOP. PREP LOCATION FOR INSTALLATION OF NEW

COUNTERTOP.

DIVISION 22 - PLUMBING

D22.01 REMOVE EXISTING SINK, FAUCET, AND ACCESSORIES.

D#.#

07.01

07.02 07.02

07.0207.02

07.01 07.01

07.01

07.02

07.02 07.02 07.0207.02

07.01 07.01 07.01 07.01

07.01

07.03

07.03

07.03

07.03

07.03

07.04

07.04

07.04

07.04

07.04

EXISTING CONDITIONS INFORMATION SHOWN WITHIN THE PROJECT AREA IS BASED

ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. EXISTING

CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS PROVIDED FOR

REFERENCE BUT HAS NOT BEEN FIELD VERIFIED.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION RELATED

CONDITIONS PRIOR TO STARTING DEMOLITION OR NEW CONSTRUCTION.

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT.

EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED – COORDINATE

WITH NEW CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERPROOF CONDITION AT

ALL TIMES.

PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL GOVERNING

CODES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION INCLUDING, BUT

NOT LIMITED TO, EXITING, FIRE ALARM SYSTEM(S) SMOKE/FIRE DETECTION

SYSTEM(S), SPRINKLER SYSTEM(S).

ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BE SO REMOVED AS TO FULLY

ALLOW FOR THE PROPER FURNISHING AND INSTALLATION OF ALL SCHEDULED NEW

WORK. THIS SHALL INCLUDE THE DEMOLITION OF ADJACENT ITEMS, ACCESSORIES,

AND APPURTENANCES AS NECESSARY.

DEMOLITION DRAWINGS ILLUSTRATE MAJOR ITEMS TO BE REMOVED. CONTRACTOR

SHALL COORDINATE THESE DRAWINGS WITH NEW WORK DRAWINGS AND SHALL BE

RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMMODATE

NEW WORK.

TEMPORARY BARRICADES AS PERTAINING TO CONTRACTOR'S ACTIVITIES SHALL BE

INSTALLED TO PREVENT POSSIBLE INJURY TO PERSONS IN AND ROUND DEMOLITION

AND CONSTRUCTION AREAS IN ACCORDANCE WITH OSHA REQUIREMENTS.

COORDINATE WITH OWNER.

PRIOR TO DEMOLITION, ENSURE THE STABILITY OF ANY WALLS TO REMAIN.

ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE

PATCHED AND PAINTED (OR PREPARED FOR OTHER SCHEDULED FINISH). IF

PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID MISMATCH OF

COLOR.

ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION,

EQUIPMENT, PIPING, DUCTS, ETC, SHALL BE PROPERLY PATCHED AND CLOSED OFF

TO MAINTAIN PROPER FIRE RATING IN AFFECTED WALL, FLOOR, OR ROOF. PREPARE

PATCHED AREAS TO RECEIVE NEW FINISHES AS SCHEDULES (OR MATCH EXISTING

FINISHES IF NOT OTHERWISE IDENTIFIED).

WHEN PATCH OF EXISTING FLOOR IS REQUIRED, SLOPING OR RAMPING IN EXCESS

OF CONTRACT TOLERANCES WILL NOT BE ALLOWED (1/8" PER 10 FEET MAXIMUM).

UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR IS RESPONSIBLE FOR

PATCHING TO MATCH EXISTING ADJACENT CONSTRUCTION.

AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIALS TO

REPAIR ALL DISTURBED ELEMENTS.

WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL, ALL PENETRATIONS

(EXISTING OR NEW) SHALL BE SEALED AND PROPERLY FIREPROOFED PER THAT

RATING REQUIREMENT

WALLS TO BE REMOVED SHALL BE FROM FLOOR TO STRUCTURE ABOVE UNLESS

OTHERWISE INDICATED AND SHALL INCLUDE ALL MECHANICAL, ELECTRICAL, ETC.

PREPARE ALL DISTURBED AREAS FOR NEW CONSTRUCTION.

OWNER TO PROVIDE ASBESTOS STUDY. IF ASBESTOS IS FOUND, COORDINATE ALL

DEMOLITION ACTIVITIES WITH ASBESTOS ABATEMENT CONTRACTOR.

WHERE EXISTING ROOF/ WALL SHEATHING REMAINS, FULLY INSPECT TO IDENTIFY

DAMAGED AREAS. WHERE DAMAGED, REMOVE AND REPLACE. DOCUMENT

INSPECTION AND MITIGATION FULLY.

DRAWINGS ASSUME PHASE 1 DEMOLITION, WHICH REMOVES EVERYTHING NON-

ESSENTIAL TO STRUCTURE AND THE ENVELOPE, HAS BEEN COMPLETED. THIS

INCLUDES ALL INTERIOR FINISHES, MEP/ FP ELEMENTS, GYPSUM BOARD ON

INTERIOR FACE OF EXTERIOR WALLS, ETC.

EXCAVATE EXISTING FOUNDATION AS NECESSARY TO INSTALL FOUNDATION

INSULATION.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

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ROOF DEMOLITION

PLAN

KLB

JEB

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction

SCALE: 3/16" = 1'-0"

ROOF DEMOLITION PLAN 0 4 8 16

NORTH

PLAN

DEMOLITION KEYNOTES (BY DIVISION)

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07.01 REMOVE EXISTING GUTTER

07.02 REMOVE EXISTING DOWNSPOUT

07.03 REMOVE EXISTING SHINGLE ROOF

07.04 REMOVE EXISTING RIDGE CAP

D#.#

DEMOLITION GENERAL NOTES

14'-0"

26'-0"

3'-6"

7'-8"

21'-11"

2'-6"

9'-9"

45'-6"

9'-9"

/2

/2

4'-9 1/2"

1'-0"

A8.1

A. PLAN GENERAL NOTES APPLY TO ALL PLAN/ENLARGED PLAN SHEETS.

B. REFER TO LIFE SAFETY AND PARTITIONS FOR LOCATION OF RATED PARTITIONS,

SEPARATION INFORMATION, AND PARTITION TYPES. ALL INTERIOR PARTITIONS

ARE TYPE 1 UNLESS OTHERWISE NOTED OR SHOWN.

C. ALL DIMENSIONS ARE TO FACE OF STUD, CMU AND/OR CONCRETE UNLESS

NOTED OTHERWISE.

D. OPENING DIMENSIONS ARE TO FINISH FRAME. CONTRACTOR TO VERIFY ROUGH

OPENING REQUIREMENTS

E. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

F. ALL NEW WORK SHALL BE PLUMB TRUE, AND LEVEL UNLESS OTHERWISE NOTED.

G. EXTEND FIRE RESISTANT CONSTRUCTION TO STRUCTURE ABOVE. EXTEND

PARTITIONS AROUND EQUIPMENT, CABINETS, AND OTHER ITEMS THAT

PENETRATE THESE PARTITIONS AND FILL VOIDS IN PARTITIONS ABOVE CEILING

TO MAINTAIN DESIGNATED FIRE RESISTANCE. SEE LIFE SAFETY SHEET(S) FOR

FURTHER FIRE AND SMOKE RESISTANCE INFORMATION.

H. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION AND FRAMING

DIMENSIONS.

I. VERIFY ALL APPLIANCE DIMENSIONS PRIOR TO FINAL MILLWORK CONSTRUCTION.

J. TOILETS AND URINALS TO BE STANDARD HEIGHT UNLESS NOTED WITH ADA

SYMBOL FOR ACCESSIBLE HEIGHT IN ENLARGED PLAN/ELEVATIONS.

PLAN GENERAL NOTES

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200 W. COLLEGE AVENUE, SUITE 301

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DESIGNED:

/1

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:4 :0

A

M A1.1

FIRST FLOOR PLAN

CJL

JDP

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction

SCALE: 3/16" = 1'-0"

FIRST FLOOR PLAN

KEYNOTES (BY DIVISION)

DIVISION 12: FURNISHINGS

12.## COUNTERTOP

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FIRST FLOOR PLAN

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02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction www.f-w.com Engineers | Architects | Surveyors | Scientists

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200 W. COLLEGE AVENUE, SUITE 301

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ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

/2

:4 :0

A

M A1.1

FIRST FLOOR PLAN

CJL

JDP

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction

0 4 8 16 N O R

TH

PLAN

NOTE:

FIELD VERIFY LOCATIONS

AND CONDITIONS OF ALL

ROOF PENETRATIONS

S L O

P E

:1

SLOPE: 6:12 SLOPE: 6:12

SLOPE: 6:12 SLOPE: 6:12

S L O

P E

:1

S L O

P E

:1

SLOPE: 6:12 SLOPE: 6:12

S L O

P E

:1

BUILDING

OUTLINE BELOW

EDGE OF

ROOFING

EXISTING

ALUMINUM

GUTTER TYP.

NEW ROOF SCOPE PER "PROJECT SCOPE

AND ALTERNATES" LISTED ON THIS SHEET

CHIMNEY, TYP.

EXISTING +/- 6" METAL

VENT PIPE TO REMAIN.

REMOVE EXISTING AND

INSTALL NEW FLASHING -

SEE DETAIL 3/A2.2.

A2.3

A2.3

A2.3

TYP

ASPHALT SHINGLES,

TYP.

S L O

P E

:1

S L O

P E

:1

S L O

P E

:1

S

LO

P

E: 6:12 SLO

P E: 6

:1

SLO

P E: 6

:1 2 S

LO

P E: 6:12

S L O

P E

:1

S

LO

P E : 6:12

SLO

P E: 6

:1 2 S

LO

P E: 6:12

S L O

P E

:1

07.04

07.02

07.03 07.01

07.03

07.03 07.03 07.0307.03

07.0307.01

07.03

07.01

07.03

07.01

07.0107.0107.01

07.01

07.04

07.04

07.04

07.04

07.04

A2.3

A2.3

A2.3 _____1

A2.3 _____ 1

A2.3

A2.3 _____ 1

A2.3

A2.3 _____1

A2.3

A2.3

A2.3

A2.3

SIM

A2.3 _____1

A2.3

A2.3

A2.3

07.01

07.05

A2.3

A2.3

A2.3

A2.3 _____3

A2.3

A2.3

SIM

A2.3

SIM

A2.3 _____3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3

A2.3 _____ 6

A2.3

A2.3 _____ 6

A2.3

07.06

07.0607.0607.06

07.06 07.06

07.06

07.06

A2.3

TYP

A2.3

TYP

A2.3

A2.3

A2.3 _____10

A2.3 _____10

A2.3 _____10

A2.3

A2.3

A2.3

07.04

07.04

ROOF GENERAL NOTES

CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING

CONSTRUCTION.

ALL ROOF SURFACES TO SLOPE AT A MINIMUM 1/4" PER FOOT UNLESS OTHERWISE

NOTED OR SHOWN.

COORDINATE ROOF DRAIN/SCUPPER LOCATIONS WITH PLUMBING DRAWING.

PROVIDE TAPERED INSULATION WHERE INDICATED OR REQUIRED TO PROVIDE

POSITIVE DRAINAGE TO ROOF DRAINS AT A MINIMUM 1/4" PER FOOT.

COORDINATE ALL ROOF PENETRATION REQUIREMENTS WITH MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

ROOFING COMPONENTS MAY VARY DEPENDING ON ROOFING MANUFACTURER.

CONTRACTOR SHALL INSTALL A COMPLETE CODE COMPLIANT AND WARRANTED

ROOFING SYSTEM BASED ON THE SPECIFIED ROOFING MANUFACTURERS WRITTEN

INSTRUCTIONS AND INSTALLATION GUIDELINES.

ROOFING INSULATION THERMAL LTTR-VALUE AND CORRESPONDING R-VALUE MAY

VARY DEPENDING ON INSULATION MANUFACTURER. ROOFING CONTRACTOR TO

CONSULT INSULATION MANUFACTURERS WRITTEN DOCUMENTATION AND PROVIDE

A ROOF INSULATION THICKNESS TO MEET OR EXCEED THE IECC REQUIREMENT.

THE CONTRACTOR SHALL INSURE THAT, UPON COMPLETION OF ROOF WORK; ALL

GUTTERS, DOWNSPOUTS, AND ROOF DRAINS ARE CLEAN AND CLEAR OF DEBRIS TO

PROVIDE AN UNOBSTRUCTED FREE FLOW OF WATER.

ALL ROOF AREAS MUST HAVE POSITIVE DRAINAGE UNLESS SHOWN OTHERWISE.

NO PONDING OF WATER OVER 1/8" IN DEPTH WILL BE ACCEPTABLE AT ROOF DRAINS.

GENERAL CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH

ROOFING CONTRACTOR PRIOR TO INSTALLATION OF ROOF SYSTEM.

ALL FLASHING MATERIAL IS TO BE STAINLESS STEEL UNLESS OTHERWISE NOTED

OR SHOWN.

PROVIDE MINIMUM 15’-0” CLEARANCE FROM ANY INTAKE FOR ALL EQUIPMENT AND

VENT STACKS

TAPERED INSULATION LAYOUT IS BASED ON SLOPING STRUCTURE. ACTUAL AMOUNT

MAY VERY. COORDINATE WITH GENERAL CONTRACTOR.

SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OTHER ROOF

PENETRATIONS THAT MAY NOT BE SHOWN ON THIS SHEET.

ROOFING COMPONENTS MAY VARY DEPENDING ON ROOFING MANUFACTURER.

CONTRACTOR SHALL INSTALL A COMPLETE CODE COMPLIANT AND WARRANTED

ROOFING SYSTEM BASED ON THE SPECIFIED ROOFING MANUFACTURERS WRITTEN

INSTRUCTIONS AND INSTALLATION GUIDELINES.

ONCE ROOF WORK BEGINS, THE CONTRACTOR IS ACCEPTING ALL CONDITIONS AND

WILL BE RESPONSIBLE FOR ALL DEMOLITION AND NEW WORK REQUIRED TO PROVIDE

A WATERTIGHT ROOF SYSTEM

ALL ROOF PENETRATIONS TO BE AS PER MANUFACTURER'S RECOMMENDATIONS

AND NRCA RECOMMENDATIONS

WHERE EXISTING ROOF/ WALL SHEATHING REMAINS, FULLY INSPECT TO IDENTIFY

DAMAGED AREAS. WHERE DAMAGED, REMOVE AND REPLACE. DOCUMENT

INSPECTION AND MITIGATION FULLY.

CRICKET/TAPERED INSULATION

EAVE/VALLEY PROTECTION

MEMBRANE

INDICATES ROOF SLOPESLOPE: 1/4"

ROOF PLAN LEGEND

www.f-w.com Engineers | Architects | Surveyors | Scientists

GROUP

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

200 W. COLLEGE AVENUE, SUITE 301

NORMAL, ILLINOIS 61761

(309) 663-8436 / info@f-w.com

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

/2

:4 :0

A

M A2.1

ROOF PLAN - BASE

BID

KLB

JEB

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction

SCALE: 3/16" = 1'-0"

ROOF PLAN

PROJECT SCOPE & ALTERNATES

BASE BID

REMOVE AND REPLACE THE EXISTING ASPHALT SHINGLE ROOF SYSTEM WITH A

NEW ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM.

ALTERNATE NO. 1

PROVIDE A NEW METAL SHINGLE ROOFING SYSTEM IN LIEU OF THE

ARCHITECTURAL ASPHALT SHINGLE ROOFING SYSTEM INCLUDED IN THE BASE

BID.

ALTERNATE NO. 2

RENOVATE THE EXISTING KITCHEN, INCLUDING REPLACEMENT OF CABINETRY,

COUNTERTOPS, AND PLUMBING FIXTURES; INSTALLATION OF NEW INTERIOR

FINISHES; AND ASSOCIATED MODIFICATIONS TO BUILDING SYSTEMS

NECESSARY TO SUPPORT THE RENOVATION.

#.#KEYNOTES (BY DIVISION)

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07.01 GUTTER

07.02 NEW UNDERLAYMENT

07.03 NEW DOWNSPOUT TO DISCHARGE TO EXISTING SPLASHBLOCK.

07.04 EAVE/VALLEY PROTECTION MEMBRANE - EXTEND FROM EAVE EDGE TO 2'-0"

BEYOND INSIDE FACE OF EXTERIOR WALL AND EXTEND FROM VALLEY 3'-0" ON

BOTH SIDES.

07.05 NEW SHINGLE ROOF

07.06 RIDGE CAP

0 4 8 16 N O R

TH

PLAN

ROOF GENERAL NOTES

CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING

CONSTRUCTION.

ALL ROOF SURFACES TO SLOPE AT A MINIMUM 1/4" PER FOOT UNLESS OTHERWISE

NOTED OR SHOWN.

COORDINATE ROOF DRAIN/SCUPPER LOCATIONS WITH PLUMBING DRAWING.

PROVIDE TAPERED INSULATION WHERE INDICATED OR REQUIRED TO PROVIDE

POSITIVE DRAINAGE TO ROOF DRAINS AT A MINIMUM 1/4" PER FOOT.

COORDINATE ALL ROOF PENETRATION REQUIREMENTS WITH MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

ROOFING COMPONENTS MAY VARY DEPENDING ON ROOFING MANUFACTURER.

CONTRACTOR SHALL INSTALL A COMPLETE CODE COMPLIANT AND WARRANTED

ROOFING SYSTEM BASED ON THE SPECIFIED ROOFING MANUFACTURERS WRITTEN

INSTRUCTIONS AND INSTALLATION GUIDELINES.

ROOFING INSULATION THERMAL LTTR-VALUE AND CORRESPONDING R-VALUE MAY

VARY DEPENDING ON INSULATION MANUFACTURER. ROOFING CONTRACTOR TO

CONSULT INSULATION MANUFACTURERS WRITTEN DOCUMENTATION AND PROVIDE

A ROOF INSULATION THICKNESS TO MEET OR EXCEED THE IECC REQUIREMENT.

THE CONTRACTOR SHALL INSURE THAT, UPON COMPLETION OF ROOF WORK; ALL

GUTTERS, DOWNSPOUTS, AND ROOF DRAINS ARE CLEAN AND CLEAR OF DEBRIS TO

PROVIDE AN UNOBSTRUCTED FREE FLOW OF WATER.

ALL ROOF AREAS MUST HAVE POSITIVE DRAINAGE UNLESS SHOWN OTHERWISE.

NO PONDING OF WATER OVER 1/8" IN DEPTH WILL BE ACCEPTABLE AT ROOF DRAINS.

GENERAL CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH

ROOFING CONTRACTOR PRIOR TO INSTALLATION OF ROOF SYSTEM.

ALL FLASHING MATERIAL IS TO BE STAINLESS STEEL UNLESS OTHERWISE NOTED

OR SHOWN.

PROVIDE MINIMUM 15’-0” CLEARANCE FROM ANY INTAKE FOR ALL EQUIPMENT AND

VENT STACKS

TAPERED INSULATION LAYOUT IS BASED ON SLOPING STRUCTURE. ACTUAL AMOUNT

MAY VERY. COORDINATE WITH GENERAL CONTRACTOR.

SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OTHER ROOF

PENETRATIONS THAT MAY NOT BE SHOWN ON THIS SHEET.

ROOFING COMPONENTS MAY VARY DEPENDING ON ROOFING MANUFACTURER.

CONTRACTOR SHALL INSTALL A COMPLETE CODE COMPLIANT AND WARRANTED

ROOFING SYSTEM BASED ON THE SPECIFIED ROOFING MANUFACTURERS WRITTEN

INSTRUCTIONS AND INSTALLATION GUIDELINES.

ONCE ROOF WORK BEGINS, THE CONTRACTOR IS ACCEPTING ALL CONDITIONS AND

WILL BE RESPONSIBLE FOR ALL DEMOLITION AND NEW WORK REQUIRED TO PROVIDE

A WATERTIGHT ROOF SYSTEM

ALL ROOF PENETRATIONS TO BE AS PER MANUFACTURER'S RECOMMENDATIONS

AND NRCA RECOMMENDATIONS

WHERE EXISTING ROOF/ WALL SHEATHING REMAINS, FULLY INSPECT TO IDENTIFY

DAMAGED AREAS. WHERE DAMAGED, REMOVE AND REPLACE. DOCUMENT

INSPECTION AND MITIGATION FULLY.

CRICKET/TAPERED INSULATION

EAVE/VALLEY PROTECTION

MEMBRANE

INDICATES ROOF SLOPESLOPE: 1/4"

ROOF PLAN LEGEND

NOTE:

FIELD VERIFY LOCATIONS

AND CONDITIONS OF ALL

ROOF PENETRATIONS

S L O

P E

:1

SLOPE: 6:12 SLOPE: 6:12

SLOPE: 6:12 SLOPE: 6:12

S L O

P E

:1

S L O

P E

:1

SLOPE: 6:12 SLOPE: 6:12

S L O

P E

:1

BUILDING

OUTLINE BELOW

EDGE OF

ROOFING

EXISTING

ALUMINUM

GUTTER TYP.

NEW ROOF SCOPE PER "PROJECT SCOPE

AND ALTERNATES" LISTED ON THIS SHEET

CHIMNEY, TYP.

EXISTING +/- 6" METAL

VENT PIPE TO REMAIN.

REMOVE EXISTING AND

INSTALL NEW FLASHING -

SEE DETAIL 3/A2.2.

A2.4

A2.4

A2.4

TYP

METAL SHINGLES,

TYP.

S L O

P E

:1

S L O

P E

:1

S L O

P E

:1

S

LO

P

E: 6:12 SLO

P E: 6

:1

SLO

P E: 6

:1 2 S

LO

P E: 6:12

S L O

P E

:1

S

LO

P E : 6:12

SLO

P E: 6

:1 2 S

LO

P E: 6:12

S L O

P E

:1

07.04

07.02

07.03 07.01

07.03

07.03 07.03 07.0307.03

07.0307.01

07.03

07.01

07.03

07.01

07.0107.0107.01

07.01

07.04

07.04

07.04

07.04

07.04

A2.4

A2.4

A2.4 _____1

A2.4 _____ 1

A2.4

A2.4 _____ 1

A2.4

A2.4 _____1

A2.4

A2.4

A2.4

A2.4

SIM

A2.4 _____1

A2.4

A2.4

A2.4

07.01

07.07

A2.4

A2.4

A2.4

A2.4 _____3

A2.4

A2.4

SIM

A2.4

SIM

A2.4 _____3

A2.4

A2.4

A2.4

A2.4

A2.4

A2.4

A2.4

A2.4 _____ 1

A2.4

A2.4 _____ 6

A2.4

07.06

07.0607.0607.06

07.06 07.06

07.06 07.06

A2.4

A2.4

A2.4

A2.4

A2.4 _____10

A2.4 _____10

A2.4 _____10

A2.4

A2.4

A2.4

07.04

07.04

07.04 www.f-w.com Engineers | Architects | Surveyors | Scientists

GROUP

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

200 W. COLLEGE AVENUE, SUITE 301

NORMAL, ILLINOIS 61761

(309) 663-8436 / info@f-w.com

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

/2

:4 :0

A

M A2.2

ROOF PLAN -

ALTERNATE #1

KLB

JEB

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

GDK

Issued for Construction

0 4 8 16 N O R

TH

PLAN

#.#KEYNOTES (BY DIVISION)

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07.01 GUTTER

07.02 NEW UNDERLAYMENT

07.03 NEW DOWNSPOUT TO DISCHARGE TO EXISTING SPLASHBLOCK.

07.04 EAVE/VALLEY PROTECTION MEMBRANE - EXTEND FROM EAVE EDGE TO 2'-0"

BEYOND INSIDE FACE OF EXTERIOR WALL AND EXTEND FROM VALLEY 3'-0" ON

BOTH SIDES.

07.06 RIDGE CAP

07.07 NEW METAL SHINGLE ROOF

SCALE: 3/16" = 1'-0"

ROOF PLAN

PROJECT SCOPE & ALTERNATES

BASE BID

REMOVE AND REPLACE THE EXISTING ASPHALT SHINGLE ROOF SYSTEM WITH A

NEW ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM.

ALTERNATE NO. 1

PROVIDE A NEW METAL SHINGLE ROOFING SYSTEM IN LIEU OF THE

ARCHITECTURAL ASPHALT SHINGLE ROOFING SYSTEM INCLUDED IN THE BASE

BID.

ALTERNATE NO. 2

RENOVATE THE EXISTING KITCHEN, INCLUDING REPLACEMENT OF CABINETRY,

COUNTERTOPS, AND PLUMBING FIXTURES; INSTALLATION OF NEW INTERIOR

FINISHES; AND ASSOCIATED MODIFICATIONS TO BUILDING SYSTEMS

NECESSARY TO SUPPORT THE RENOVATION.

EXISTING CHIMNEY STACK

NEW ARCHITECTURAL

ASPHALT SHINGLES -

BEND UP AGAINST STONE

CUT OR ENLARGE OPENING

IN ROOF SHEATHING

NEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

EXISTING BATT INSULATION

EXISTING INTERIOR WOOD

PLANKS

NEW UNDERLAYMENT

NEW FASTENERS - COVER

WITH ROOF SEALANT

NEW CHIMNEY SADDLE -

CONFORM TO FIT

NEW 2 PIECE REGLET

FLASHING

NEW ROOF WALL

FLASHING - SET IN MASTIC

EXISTING EXTERIOR

SHEATHING

EXISTING WOOD FASCIA

NEW UNDERLAYMENT & ICE & EAVE/VALLEY

PROTECTION MEMBRANE - EXTEND 24" PAST

INTERIOR FACE OF EXTERIOR WALL

NEW ALUMINUM DRIP

EDGE

NEW ARCHITECTURAL ASPHALT SHINGLES

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW ALUMINUM GUTTER

NEW 2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD

EXISTING EXTERIOR

SHEATHING

NEW ARCHITECTURAL

ASPHALT SHINGLES ON

UNDERLAYMENT NEW FLASHING BOOT

EXISTING VENT STACK

SET FLANGE IN FULL

BED OF ROOF CEMENT

8"

8"

NEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

EXISTING INTERIOR WOOD

PLANKS

NEW ROOFING GRADE SEALANT

EXISTING EXTERIOR

SHEATHING

EXISTING WOOD FASCIA

NEW ALUMIMINUM DRIP

EDGE

NEW UNDERLAYMENT & ICE &

EAVE/VALLEY PROTECTION

MEMBRANE - EXTEND 24" PAST

INTERIOR FACE OF EXTERIOR

WALL

NEW ARCHITECTURAL ASPHALT

SHINGLES

NEW 2X8 PRESERVATIVE

TREATED WOOD FASCIA BOARD

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD - MAY

UTILIZE EXISTING BOARD WHERE

IN GOOD CONDITION

EXISTING EXTERIOR

SHEATHING

NEW ARCHITECTURAL ASPHALT

SHINGLES ON UNDERLAYMENT

EXISTING INTERIOR

TRUSS

EXISTING BEAM

EXISTING WOOD PANEL SOFFIT,

RUNNING PARALLEL TO VIEW

EXISTING BATT INSULATION

EXISTING EXTERIOR

WALL

± 1'-3"

NEW 2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

EXISTING EXTERIOR

SHEATHING

EXISTING WOOD FASCIA

NEW UNDERLAYMENT & ICE & EAVE/VALLEY

PROTECTION MEMBRANE - EXTEND 24" PAST

INTERIOR FACE OF EXTERIOR WALL

NEW ALUMINUM DRIP

EDGE

NEW ARCHITECTURAL ASPHALT

SHINGLES

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW 2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD

NEW ARCHITECTURAL ASPHALT

SHINGLES

2" EXISTING

EXTERIOR

SHEATHING

NEW RIDGE CAP

EXISTING BATT

INSULATION

NEW UNDERLAYMENT

NEW 3 1/2" INSULATED NAIL

BASE WITH 5/8" EXTERIOR

SHEATHING

EXISTING INTERIOR WOOD

PLANKS

EXISTING CHIMNEY

STACK

LAP FLANGE OVER

ADJACENT SHINGLES

COVER FASTENERS

W/ ROOF SEALANT

NEW ARCHITECTURAL

ASPHALT SHINGLES

CUT OR ENLARGE OPENING

IN ROOF SHEATHING

EXISTING EXTERIOR

SHEATHINGNEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

EXISTING BATT INSULATION

EXISTING INTERIOR WOOD

PLANKS

NEW UNDERLAYMENT

NEW 2 PIECE REGLET

FLASHING

NEW STEP FLASHING SET IN

MASTIC

EXISTING EXTERIOR

PLYWOOD SHEATHING

NEW ARCHITECTURAL METAL

SHINGLES ON UNDERLAYMENT -

SLIDE INTO CHANNEL

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW CHANNEL

NEW 2 PIECE SIDE FLASHING

NEW ROOF GRADE SEALANT/

ADHESIVE

EXISTING EXTERIOR

PLYWOOD SHEATHING

NEW ARCHITECTURAL

ASPHALT SHINGLES

NEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

NEW UNDERLAYMENT & ICE &

EAVE/VALLEY PROTECTION

MEMBRANE - EXTEND 36" PAST

EITHER SIDE OF VALLEY

NEW VALLEY FLASHING

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

/2

:4 :0

A

M A2.3

ROOF DETAILS -

BASE BID

KLB

JEB

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

10/16/2026

Issued for Construction

GDK

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

SHINGLE ROOF - CHIMNEY PENETRATION

SCALE: 3" = 1'-0"

SHINGLE ROOF - EAVE AT GUTTER

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

SHINGLE ROOF - PIPE VENT

SCALE: 3" = 1'-0"

SHINGLE ROOF - RAKE

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

SHINGLE ROOF GABLE

SCALE: 3" = 1'-0"

SHINGLE ROOF - EAVE

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

SHINGLE ROOF - RIDGE

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

SHINGLE ROOF - CHIMNEY PENETRATION

0 4"2" 8"

0 4"2" 8"

0 12"6"3"

0 12"6"3"

0 12"6"3"

0 12"6"3"

0 12"6"3"

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

SHINGLE ROOF -

ROOF TO SIDE

WALL

0 12"6"3"

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

SHINGLE ROOF -

CLOSED VALLEY

0 12"6"3"

0 4"2" 8"

2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD - MAY

UTILIZE EXISTING BOARD WHERE

IN GOOD CONDITION

EXISTING EXTERIOR ROOF

SHEATHING

NEW ARCHITECTURAL METAL

SHINGLES ON UNDERLAYMENT

EXISTING INTERIOR

TRUSS

EXISTING BEAM

EXISTING WOOD PANEL SOFFIT,

RUNNING PARALLEL TO VIEW

EXISTING BATT INSULATION

EXISTING EXTERIOR

WALL

± 1'-3"

NEW 2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW RAKE/ GABLE CHANNEL

NEW DEBRIS GUARD

NEW #9 CORROSION

RESISTANT FASTENERS

EXISTING EXTERIOR

PLYWOOD SHEATHING

EXISTING WOOD FASCIA

NEW UNDERLAYMENT & ICE & EAVE/VALLEY

PROTECTION MEMBRANE - EXTEND 24" PAST

INTERIOR FACE OF EXTERIOR WALL

NEW STARTER CLIP

WITH DRIP EDGE

NEW ARCHITECTURAL METAL

SHINGLES

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW 2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD

NEW #9 CORROSION RESISTANT

FASTENERS

EXISTING EXTERIOR

SHEATHING

EXISTING WOOD FASCIA

NEW UNDERLAYMENT & ICE & EAVE/VALLEY

PROTECTION MEMBRANE - EXTEND 24" PAST

INTERIOR FACE OF EXTERIOR WALL

NEW ALUMINUM DRIP

EDGE

NEW ARCHITECTURAL METAL SHINGLES

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW ALUMINUM GUTTER

NEW 2X8 PRESERVATIVE TREATED

WOOD FASCIA BOARD

EXISTING EXTERIOR

SHEATHING

NEW ARCHITECTURAL

METAL SHINGLES ON

UNDERLAYMENT NEW FLASHING BOOT

EXISTING VENT STACK

SET FLANGE IN FULL

BED OF ROOF CEMENT

8"

8"

NEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

EXISTING INTERIOR WOOD

PLANKS

NEW ROOFING GRADE SEALANT

EXISTING EXTERIOR

PLYWOOD SHEATHING

EXISTING WOOD FASCIA

NEW ALUMIMINUM DRIP

EDGE

NEW UNDERLAYMENT & ICE &

EAVE/VALLEY PROTECTION

MEMBRANE - EXTEND 24" PAST

INTERIOR FACE OF EXTERIOR WALL

NEW ARCHITECTURAL METAL

SHINGLES

NEW 2X8 PRESERVATIVE

TREATED WOOD FASCIA BOARD

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW RAKE/ GABLE CHANNEL

NEW DEBRIS GUARD

NEW #9 CORROSION RESISTANT

FASTENERS

NEW ARCHITECTURAL METAL

SHINGLES - BEND OVER

RIDGE 3" BOTH SIDES

EXISTING EXTERIOR

PLYWOOD

SHEATHING

NEW MANUF. SHINGLE

RIDGE CAP

EXISTING BATT

INSULATION

NEW UNDERLAYMENT

NEW 3 1/2" INSULATED NAIL

BASE WITH 5/8" EXTERIOR

SHEATHING

EXISTING INTERIOR WOOD

PLANKS

NEW 1X2 WOOD BATTENS

NEW #9 CORROSION

RESISTANT SCREWS - COLOR

COORDINATED

EXISTING CHIMNEY

STACK

COVER FASTENERS

W/ ROOF SEALANT

NEW ARCHITECTURAL

METAL SHINGLES - BEND UP

AGAINST STONE

CUT OR ENLARGE OPENING

IN ROOF SHEATHING

EXISTING EXTERIOR

SHEATHINGNEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

EXISTING BATT INSULATION

EXISTING INTERIOR WOOD

PLANKS

NEW UNDERLAYMENT

NEW 2 PIECE REGLET

FLASHING

NEW STEP FLASHING SET IN

MASTIC

EXISTING CHIMNEY STACK

NEW ARCHITECTURAL

METAL SHINGLES - BEND

UP AGAINST STONE

CUT OR ENLARGE OPENING

IN ROOF SHEATHING

NEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

EXISTING BATT INSULATION

EXISTING INTERIOR WOOD

PLANKS

NEW UNDERLAYMENT

NEW FASTENERS -

COVER WITH ROOF

SEALANT

NEW CHIMNEY SADDLE -

CONFORM TO FIT

NEW 2 PIECE REGLET

FLASHING

NEW ROOF WALL

FLASHING - SET IN MASTIC

EXISTING EXTERIOR PLYWOOD

SHEATHING

NEW ARCHITECTURAL METAL

SHINGLES ON UNDERLAYMENT -

SLIDE INTO CHANNEL

NEW 3 1/2" INSULATED NAIL BASE

WITH 5/8" EXTERIOR SHEATHING

NEW CHANNEL

NEW 2 PIECE SIDE FLASHING

NEW ROOF GRADE SEALANT/

ADHESIVE

EXISTING EXTERIOR

PLYWOOD SHEATHING

NEW ARCHITECTURAL

METAL SHINGLES

NEW 3 1/2" INSULATED

NAIL BASE WITH 5/8"

EXTERIOR SHEATHING

NEW VALLEY FLASHING

NEW UNDERLAYMENT & ICE &

EAVE/VALLEY PROTECTION

MEMBRANE - EXTEND 36" PAST

EITHER SIDE OF VALLEY

NEW #9 CORROSION

RESISTANT SCREWS

NEW SHINGLE VALLEY CAP -

SLIDE ON AFTER

INSTALLATION

NEW LOW-PROFILE

DEBRIS GUARD

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

/2

:4 :0

A

M A2.4

METAL ROOF

DETAILS -

ALTERNATE #1

KLB

JEB

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

10/16/2026

Issued for Construction

GDK

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

METAL ROOF GABLE

SCALE: 3" = 1'-0"

METAL ROOF - EAVE

SCALE: 3" = 1'-0"

METAL ROOF - EAVE AT GUTTER

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

METAL ROOF - PIPE VENT

SCALE: 3" = 1'-0"

METAL ROOF - RAKE

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

METAL ROOF - RIDGE

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

METAL SHINGLE ROOF - CHIMNEY

PENETRATION

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

METAL SHINGLE ROOF - CHIMNEY

PENETRATION

0 4"2" 8"

0 4"2" 8"

0 12"6"3"

0 12"6"3"

0 12"6"3"0 12"6"3"

0 12"6"3"

0 12"6"3"

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

METAL ROOF -

ROOF TO SIDE

WALL

0 12"6"3"

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

METAL ROOF -

OPEN VALLEY

0 12"6"3"

A. SEE G0.1 FOR STANDARD MOUNTING HEIGHTS.

B. SEE A0.1 FOR FINISH SYMBOLS LEGEND. SEE I0.1 FOR FINISH SCHEDULES.

INTERIOR ELEVATION GENERAL NOTES

A. PLAN GENERAL NOTES APPLY TO ALL PLAN/ENLARGED PLAN SHEETS.

B. REFER TO LIFE SAFETY AND PARTITIONS FOR LOCATION OF RATED PARTITIONS,

SEPARATION INFORMATION, AND PARTITION TYPES. ALL INTERIOR PARTITIONS

ARE TYPE 1 UNLESS OTHERWISE NOTED OR SHOWN.

C. ALL DIMENSIONS ARE TO FACE OF STUD, CMU AND/OR CONCRETE UNLESS

NOTED OTHERWISE.

D. OPENING DIMENSIONS ARE TO FINISH FRAME. CONTRACTOR TO VERIFY ROUGH

OPENING REQUIREMENTS

E. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

F. ALL NEW WORK SHALL BE PLUMB TRUE, AND LEVEL UNLESS OTHERWISE NOTED.

G. EXTEND FIRE RESISTANT CONSTRUCTION TO STRUCTURE ABOVE. EXTEND

PARTITIONS AROUND EQUIPMENT, CABINETS, AND OTHER ITEMS THAT

PENETRATE THESE PARTITIONS AND FILL VOIDS IN PARTITIONS ABOVE CEILING

TO MAINTAIN DESIGNATED FIRE RESISTANCE. SEE LIFE SAFETY SHEET(S) FOR

FURTHER FIRE AND SMOKE RESISTANCE INFORMATION.

H. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION AND FRAMING

DIMENSIONS.

I. VERIFY ALL APPLIANCE DIMENSIONS PRIOR TO FINAL MILLWORK CONSTRUCTION.

J. TOILETS AND URINALS TO BE STANDARD HEIGHT UNLESS NOTED WITH ADA

SYMBOL FOR ACCESSIBLE HEIGHT IN ENLARGED PLAN/ELEVATIONS.

PLAN GENERAL NOTES

A8.1 3

4'-6"

QTZ-1

WD-1

QTZ-1

E Q

E Q

VIF

12.01

22.02

22.01

QTZ-1

WD-1

3'-0"

FILLER

2'-5 3/4"10"

B7B2

22.01

QTZ-1

WD-1

22.02

3'-0"

FILLER

1'-9" 2'-0" 5'-0" 1'-9"

FILLER

3'-0"

B7 B1 B5 B5 B1 B7

QTZ-1

WD-1

QTZ-1

06.01

FILLER2'-6"3'-2"2'-6"3'-0"

B6B3B6B7

WALL FINISH,

SEE FINISH PLANS

1/8" RADIUS,

EASED EDGE

SEALANT

c m

SEE PLANS & CASEWORK SECTIONS

DEPTH VARIES

A. DRAWINGS & SPECIFICATIONS ARE COMPLEMENTARY COMPONENTS OF THE

CONTRACT DOCUMENTS. REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE

COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR

CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE

DISCOVERED.

B. DO NOT SCALE DRAWINGS. IF DIMENSIONAL INFORMATION IS REQUIRED AND

NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION.

C. UNO ALL DIMENSIONS ARE TO FACE OF FINISHED WALLS OR SURFACES.

D. ALL CONTRACTORS TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO WORK.

E. BASIS-OF-DESIGN PRODUCT: WHERE SPECIFICATIONS OR DRAWINGS NAME A

PRODUCT AND MANUFACTURER, PROVIDE THE SPECIFIED PRODUCT /

MANUFACTURER OR SUBMIT AN ALTERNATE REQUEST AS OUTLINED IN PROJECT

SPECIFICATIONS. ALTERNATE PRODUCTS TO RESEMBLE BASIS-OF-DESIGN

PRODUCT IN APPEARANCE, SIZE, PROFILE, DIMENSIONS, COLOR AND OTHER

CHARACTERISTICS.

F. REFER TO GENERAL INFORMATION SHEET A0.1 FOR INTERIOR FINISH SYMBOLS

AND ABBREVIATIONS.

G. REFER TO GENERAL INFORMATION SHEET G0.1 FOR STANDARD MOUNTING

HEIGHTS.

H. NOTES COLUMN ON PRODUCT FINISH SCHEDULE INDICATES GENERAL

COMMENTS ONLY. SEE INTERIOR FINISH PLANS AND SPECIFICATIONS FOR

LOCATIONS AND DETAILS.

I. REFER TO FINISH PLANS AND FINISH SCHEDULE FOR FINISH INFORMATION AND

LOCATION. REFER TO ARCHITECTURAL ELEVATIONS FOR ADDITIONAL FINISH

INFORMATION OR WHERE MULTIPLE FINISHES ARE INDICATED ON PLAN FOR THE

SAME LOCATION.

J. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS BASED

ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL

EXISTING CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS

PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD

VERIFIED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING

CONDITIONS PRIOR TO BEGINNING ANY NEW WORK AND SHALL BRING ANY

DISCREPANCIES TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO

DEMOLITION AND CONSTRUCTION.

K. ALL FINISHES OF SAME TYPE SHALL BE ORDERED IN TIMELY MANNER SO AS TO

ADHERE TO PROJECT SCHEDULE. ALL FINISHES OF SAME TYPE SHALL BE

ORDERED FROM ONLY ONE (1) DYE LOT. A SAMPLE FROM THE SAME DYE LOT TO

BE SUBMITTED TO ARCHITECT FOR APPROVAL. WHERE MORE THAN ONE (1) DYE

LOT IS REQUIRED, NOTIFY ARCHITECT IMMEDIATELY AND SUBMIT SECOND

VERIFICATION SAMPLE FROM OTHER DYE LOT FOR APPROVAL.

L. UNO DISSIMILAR FLOOR MATERIALS SHALL MEET UNDER CENTER OF DOOR LEAF

WHEN IN CLOSED POSITION.

PROJECT GENERAL FINISH NOTES

AB=

ACB=

ACC=

ACT=

AF=

AL=

AP=

ART=

BR=

CAB=

CC=

CCT=

CG=

CJ=

CON=

CPT=

CR=

CS=

CUR=

D=

DG=

EG=

EM=

EP=

EX=

F=

FLT=

FRP=

G=

GR=

HBL=

HDW=

HR=

L=

LIN=

LS=

LVT=

MB=

MCT=

MP=

ALUMINUM WALL BASE

ACOUSTICAL CEILING BAFFLE

ACOUSTICAL CEILING CLOUD

ACOUSTICAL CEILING TILE

ARCHITECTURAL FILM

ALUMINUM

ACOUSTIC WALL PANEL

ARTWORK

BRICK / VENEER BRICK

CABINETRY (PREFAB)

CUBICLE CURTAIN

CUBICLE CURTAIN TRACK

CORNER GUARD

CONTROL JOINT

CONCRETE FLOORING / FINISH

CARPET (TILE / BROADLOOM / WALK

OFF / KINETEX)

CHAIR / CRASH RAIL

CULTURED STONE

DECORATIVE CURTAIN / ROD

DOOR

DOOR FRAME GUARD

END WALL GUARD

ENTRY MAT SYSTEM

EPOXY (COUNTERTOP)

EXISTING

FABRIC

FELT (ROLL / PANEL)

FIBERGLASS REINFORCED PANEL

GLASS / GLAZING

GROUT

HORIZONTAL BLIND

HARDWARE

HANDRAIL

LOCKER

LINOLEUM (SHEET / TILE)

LOUVER / SLAT WALL SYSTEM

LUXURY VINYL TILE

MOLDED WALL BASE

METAL CEILING (TILE / PLANK)

METAL PANEL

1. SEE ELEVATIONS FOR HARDWARE LOCATION.

PRODUCT FINISH SCHEDULE ABBREVIATIONS PRODUCT FINISH SCHEDULE NOTES

MTL=

NS=

P=

PL=

PHN=

QTZ=

RB

RF=

RP=

RS=

RUB=

RUG=

S=

SC=

SCR=

SD=

SHT=

SPT=

SS=

SSK=

SST=

STN=

SV=

T=

TB=

TP=

TR=

TS=

TZ=

VAL=

VBL=

VCT=

VET=

WB=

WC=

WCT=

WD=

WF=

WP=

METAL

NATURAL STONE

PAINT

PLASTIC LAMINATE

PHENOLIC (COUNTERTOP)

QUARTZ

RESILIENT WALL BASE

RESINOUS FLOORING (FLUID-APPLIED)

RESIN / ACRYLIC PANEL

ROLLER SHADE

RUBBER SHEET / TILE

RUG CARPETING

SIGNAGE

SHOWER CURTAIN

SHOWER CURTAIN ROD

STATIC DISSIPATIVE (SHEET / TILE)

SHUTTER

SPORT / ATHLETIC SURFACE

SOLID SURFACE

SOLID SURFACE SINK

STAINLESS STEEL

STAIN

SHEET VINYL

TILE (CERAMIC, PORCELAIN, GLASS)

TACKBOARD

TOILET PARTITION

TRIM (CASING / CHAIR RAIL / PANEL

MOLD / CROWN / BASE MOLDING)

TRANSITION STRIP

TERRAZZO FLOORING

VALANCE

VERTICAL BLINDS

VINYL COMPOSITION TILE

VINYL ENHANCED TILE

WHITEBOARD

WALL COVERING

WOOD CEILING TILE / PLANK

WOOD (SOLID, ENGINEERED, VENEER)

WINDOW FILM

WALL PROTECTION

www.f-w.com Engineers | Architects | Surveyors | Scientists

GROUP

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

200 W. COLLEGE AVENUE, SUITE 301

NORMAL, ILLINOIS 61761

(309) 663-8436 / info@f-w.com

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

/2

:4 :0

A

M A8.1

INTERIOR

ELEVATIONS AND

ENLARGED PLANS -

ALTERNATE #2

CJL

JDP

02600932.001

Davis Lodge Improvements

City of Bloomington

Davis Lodge Rd.

Hudson, IL 61748

10/16/2026

CJL

Issued for Construction

SCALE: 3/8" = 1'-0"

ENLARGED KITCHEN PLAN

ALTERNATE BID #2

SCALE: 3/8" = 1'-0"

KITCHEN ELEVATION - NORTH

ALTERNATE BID #2

SCALE: 3/8" = 1'-0"

KITCHEN ELEVATION - EAST

ALTERNATE BID #2

SCALE: 3/8" = 1'-0"

KITCHEN ELEVATION - SOUTH

ALTERNATE BID #2

SCALE: 3" = 1'-0"

3CM QUARTZ COUNTER WITH EASED

EDGE, NO BACKSPLASH

0 21 4

NORTH

PLAN

0 21 4

0 21 4

0 21 4

KEYNOTES (BY DIVISION)

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06.01 SALVAGE EXISTING CASING FOR REUSE AFTER INSTALLATION OF COUNTERTOP.

DIVISION 12 - FURNISHINGS

12.01 VERIFY EXISTING COUNTER WIDTH AND DEPTH PRIOR TO DEMOLITION. NEW

SURFACE TO MATCH EXISTING CONDITION.

DIVISION 22 - PLUMBING

22.01 PULL-DOWN FAUCET: BOD - ELKAY AVADO LKAV2061LS.

22.02 SINGLE BASIN SINK: BOD- ELKAY CROSSTOWN EFRU311610TC.

CASEWORK SCHEDULE

NO WIDTH HEIGHT DEPTH DESCRIPTION

BASE CABINETS

B1 1' - 9" 2' - 8 1/2" 2' - 0" ONE 6" DRAWER, ONE HINGED DOOR, ONE

ADJUSTABLE SHELF

B2 0' - 10" 2' - 8 1/2" 2' - 0" TRAY/SHEET PAN STORAGE

B3 3' - 2" 2' - 8 1/2" 2' - 0" ONE LARGE 6" DRAWER, TWO HINGED DOORS,

ONE ADJUSTABLE SHELF

B4 3' - 0" 2' - 8 1/2" 2' - 0" SINK CABINET, TWO HINGED DOORS, 6" FALSE

FRONT ABOVE DOORS

B5 2' - 0" 2' - 8 1/2" 2' - 0" ONE 6" DRAWER, THREE EQUAL DRAWERS

B6 2' - 6" 2' - 8 1/2" 2' - 0" ONE 6" DRAWER, TWO LARGE DRAWERS

B7 3' - 0" 2' - 8 1/2" 2' - 0" CORNER CABINET WITH LAZY SUZAN

KEYNOTES (BY DIVISION)

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06.01 SALVAGE EXISTING CASING FOR REUSE AFTER INSTALLATION OF COUNTERTOP.

DIVISION 12 - FURNISHINGS

12.01 VERIFY EXISTING COUNTER WIDTH AND DEPTH PRIOR TO DEMOLITION. NEW

SURFACE TO MATCH EXISTING CONDITION.

DIVISION 22 - PLUMBING

22.01 PULL-DOWN FAUCET: BOD - ELKAY AVADO LKAV2061LS.

22.02 SINGLE BASIN SINK: BOD- ELKAY CROSSTOWN EFRU311610TC.

0 12"6"3"

OVERALL PRODUCT FINISH SCHEDULE

TAG DESCRIPTION MANUFACTURER PRODUCT LINE SIZE COLOR FINISH

SUPPLIER /

INSTALLER NOTES

CASEWORK HORIZONTAL

QTZ-1 QUARTZ COUNTERTOP CAMBRIA SIGNATURE SERIES 3CM RISEGATE SATIN CFCI -

CASEWORK VERTICAL

WD-1 CABINET STYLE BOD: KRAFTMAID DOOR STYLE: DURANGO;

SPECIES: MAPLE

SEE CASEWORK SCHEDULE STAINED, TBD FROM

MANUFACTURER'S FULL

RANGE

STANDARD TOP COAT CFCI -

MISCELLANEOUS

HDW-1 CABINET HARDWARE RICHELIEU MODERN METAL PULL - 2363 5 1/32" CENTER-TO-CENTER BLACK MATTE CFCI 1