2500229_Trenton_Veterans Memorial Library Entrance Upgrades_Drawings_2025_0908.pdf

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BUILDING CODE INFORMATION

VESTIBULE

ELEVATION, SECTION AND

DETAIL DESIGNATION

GRAPHIC SYMBOLS

SECTION CUT LINE ENLARGED DETAIL FRAME

INTERIOR ELEVATION TAG

A001

EXTERIOR ELEVATION TAG

ELEVATION TARGET

ELEVATION TAG

A201

ROOM NAME

AND NUMBER

DOOR NUMBER

DEMOLITION NOTE TAG

FINISH TAG

SIGNAGE TAG

KEY NOTE TAGWALL TYPE TAG

BARRIER FREE LOCATION

BULLETIN IDENTIFICATION

ADDENDUM IDENTIFICATION

SKETCH IDENTIFICATION

A501 1 SECTION

PLAN DESIGNATION

FLOOR PLAN

NORTH

NORTH ARROW

DESIGNATION

SHEET INDEX

G001 TITLE SHEET

City of Trenton Veterans Memorial Library

2790 Westfield Road Trenton, Michigan

Issued for Bids - September 8, 2025 Project Number 2500229 fishbeck.com 248.324.2090

39500 MacKenzie Drive, Suite 100 Novi, Michigan 48377

C301 DETAIL GRADING PLAN

D201 ARCHITECTURAL AND ELECTRICAL DEMOLITION PLAN

C201 REMOVAL AND CONSTRUCTION PLAN

Entrance Upgrades

G001

BBELLESTRI

EHANSEN

MTVANGOOR

A101 ARCHITECTURAL AND ELECTRICAL PLANS, SCHEDULE & DETAILS

A321 ARCHITECTURAL AND ELECTRICAL ELEVATION, SCHEDULE & DETAILS

LOCATION PLAN

NORTH

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REMOVAL SYMBOL LEGEND

REMOVAL NOTES

BENCH MARKS

CONSTRUCTION NOTES

CONSTRUCTION SYMBOL LEGEND

REMOVAL AND CONSTRUCTION PLAN

LIBRARY ENTRANCE REMOVAL PLAN

LIBRARY ENTRANCE CONSTRUCTION PLAN

C201

BBELLESTRI

BBELLESTRI

MTVANGOOR

CHARACTERISTICSDETAILKEY

SEDIMENTATION CONTROL MEASURES

EGLE SOIL EROSION AND

PEDESTRIAN ACCESS NOTES

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BENCH MARKS

DETAIL GRADING PLAN

C301

BBELLESTRI

BBELLESTRI

MTVANGOOR

NOTES

SYMBOL LEGEND

3.33

2.66

3.5

G

A321A

VESTIBULE

D201

H

1. GENERAL DEMOLITION NOTES, KEYED DEMOLITION NOTES AND

SPECIFICATIONS (DIVISION 02 - SELECTIVE DEMOLITION) APPLY TO

ARCHITECTURAL DEMOLITION PLANS INCLUDED WITHIN THIS

DOCUMENT SET.

2. THESE DEMOLITION NOTES AND PLANS DO NOT FULLY REPRESENT

ALL DEMOLITION WORK REQUIRED TO INSTALL NEW WORK IN

ACCORDANCE WITH CONTRACT DOCUMENTS, BUT ARE INTENDED TO

SERVE AS GENERAL DEMOLITION GUIDELINES.

3. COORDINATE AND PHASE DEMOLITION IN ACCORDANCE WITH PLANS

AND SPECIFICATIONS IN ORDER TO MAINTAIN BUILDING SECURITY,

WEATHER TIGHTNESS, AND CONTINUING OPERATIONS FOR OWNER.

4. COORDINATE ALL DEMOLITION WORK WITH ALL OTHER

CONSTRUCTION TRADES, INCLUDING STRUCTURAL, AND

ELECTRICAL.

5. ALL WORK INDICATED WITH SOLID LINES IS EXISTING TO REMAIN,

UNLESS OTHERWISE NOTED.

6. WHERE ITEMS ARE REMOVED, REFER TO NEW WORK DOCUMENTS

FOR PATCH AND REPAIR REQUIREMENTS.

7. ALL ITEMS NOT PART OF THE SCOPE OF DEMOLITION ARE TO BE

PRESERVED AND PROTECTED THROUGHOUT THE DURATION OF

DEMOLITION AND CONSTRUCTION.

GENERAL DEMOLITION NOTES

EXISTING DOOR TO REMAIN

DEMOLITION SYMBOL LEGEND

EXISTING WALLS TO REMAIN

EXISTING WALLS TO BE REMOVED

EXISTING DOOR TO BE REMOVED

NOT IN SCOPE

3.33

2.66

3.5

G

VESTIBULE

H

7 9

EXISTING LIMESTONE VENEER

DEMOLISH STOREFRONT

ASSEMBLY

EXISTING GYPSUM BOARD

CEILING TO REMAIN, REMOVE

AS REQUIRED FOR

STOREFRONT REMOVAL.

REMOVE WOOD GRILLE FOR

WINDOW INSTALLATION AND

SALVAGE FOR

REINSTALLATION

EXISTING COLUMNS TO

REMAIN

EXISTING SILL

NORTH

WORK AREA

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NORTH

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

FIRST FLOOR DEMOLITION PLAN

DEMOLITION KEY NOTES

1 DEMOLISH NON LOADBEARING COLUMNS AND ENCLOSURES

2 DEMOLISH LIGHT BOLLARD AND FOUNDATION, MAINTAIN CIRCUIT TO SERVE

NEW ILLUMINATED BOLLARDS. TYPICAL 6

3 DEMOLISH STOREFRONT GLAZING AND FRAMING

4 REMOVE AND SALVAGE WOOD GRILLE FOR REINSTALLATION.

5 REMOVE DOOR AND FRAME. DISCONNECT POWER FOR FUTURE

RECONNECTION.

6 DEMOLISH GYPSUM BOARD CEILING/SOFFIT, FRAMING TO REMAIN.

7 EXISTING CEILING TO REMAIN. DEMOLISH AS REQUIRED FOR NEW WINDOW

INSTALLATION.

8 EXISTING STRUCTURAL COLUMN AND FOUNDATION TO REMAIN

9 DEMOLISH LIGHT FIXTURE.

10 REMOVE ARCHED GYPSUM BOARD CEILING/SOFFIT, FRAMING TO REMAIN.NORTH

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

FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

SCALE: 1" = 1'-0"

DEMO DETAIL

9/8/2025

LF

LF

LF

LF

LF

LF

W

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3.33

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A321A

A101

VESTIBULE

H

V

IF

V

IF

UTILIZE EXISTING

CIRCUIT.

2#10, #10G, 3/4"C

TYPICALNEW BOLLARD

AND BASE

VIF

4'-9"

V

IF

VIF

4'-9"

"B1"

"B2"

"B1"

"B1"

"B2"

"B1"

1. COORDINATE ALL WORK INDICATED PER THE PROJECT MANUAL AND

DRAWINGS - NOTE: THE MOST STRINGENT REQUIREMENT OR MORE COSTLY

WORK SHALL GOVERN WHERE CONFLICTS OCCUR.

2. COORDINATE PHASING AND SEQUENCING OF THE WORK TO MAINTAIN

BUILDING SECURITY AND WEATHER TIGHTNESS.

3. COORDINATE ALL CUT, PATCH, AND REPAIR WORK WITH ALL OTHER

TRADES. PATCHING OF FINISHES TO EXTEND TO NEAREST NATURAL BREAK

OR SURFACE TERMINATION FOR A CLEAN, UNBLEMISHED APPEARANCE AT

THE END OF CONSTRUCTION.

4. PROVIDE INTERIOR AND/OR EXTERIOR SHORING, BRACING, OR SUPPORT AS

REQUIRED TO PREVENT MOVEMENT, SETTLEMENT, DAMAGE, OR COLLAPSE

OF THE STRUCTURE WHERE WORK OCCURS.

5. VERIFY ALL DIMENSIONS INDICATED ON DRAWINGS PRIOR TO

CONSTRUCTION; COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE

OF CONDITIONS.

6. IF AREAS WITHIN THE BUILDING ARE TO REMAIN OCCUPIED, PROVIDE AND

MAINTAIN CONSTRUCTION BARRIER BETWEEN CONSTRUCTION AND

OCCUPIED AREA.

7. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS. ALL CEILING

ELEVATIONS ARE ABOVE FINISH FLOOR.

8. ALL DIMENSIONS ON FLOOR PLANS ARE SHOWN TO FINISHED FACE OF

WALL, UNLESS OTHERWISE NOTED. REFER TO ENLARGED FLOOR PLANS,

SECTIONS, AND DETAILS FOR OTHER DIMENSIONS.

9. TOP OF SIDEWALK OUTSIDE OF EXIT DOORS TO BE HELD 1/4" BELOW

FINISHED FLOOR AND TO SLOPE AWAY FROM THE BUILDING.

10. MAIN FLOOR ELEVATIONS: (USGS) ELEVATION 625.50' = 100'-0".

11. COORDINATE INSTALLATION OF FLASHING TO PROVIDE CONTINUITY, END

DAMS, AND TERMINATIONS THAT DIRECT MOISTURE OUT OF THE BUILDING;

COORDINATE WITH BUILDING AIR / MOISTURE BARRIER SYSTEMS.

12. CLEAN ALL LIMESTONE AT GRADE LEVEL.

GENERAL NOTES

FLOOR PLAN SYMBOL LEGEND

CONCRETE WALK; REFER TO CIVIL

LOUVER; REFER TO MECHANICAL

CMU WALL

FACE BRICK

METAL STUD WALL

DOOR NUMBER

EXISTING DOOR

CAST IN PLACE OR PRECAST CONCRETE

EXISTING WALL

NEW DOOR

REPOINTED LIMESTONE VENEER

BELOW NEW GLAZING, TO BE

CLEANED

FLASHING

SEALANT & BACKER

REINSTALLED WOOD GRILLE

ALUMINUM STOREFRONT SYSTEM

IG-1, TYPICAL UNLESS NOTED OTHERWISE

REPOINT JOINTS IN EXISTING

LIMESTONE ABOVE

STOREFRONT

EXISTING SILL BELOW NEW

GLAZING, TO BE CLEANED.

EXISTING COLUMN

SEALANT AT PERIMETER

3.33

2.66

3.5

G

VESTIBULE

H

A

A

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WORK AREA

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

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KEY NOTES

1 NEW 30" TAPERED PERMACAST COLUMN FIELD CUT TO CORRECT HEIGHT.

FIT AROUND STRUCTION COLUMNS WHERE PRESENT.

2 NEW ALUMINUM STOREFRONT ASSEMBLY FIELD VERIFY AND MATCH

EXISTING DIMENSIONS

3 NEW LIGHT BOLLARD REPLACE IN EXISTING LOCATIONS, TYPICAL 6

4 REINSTALL WOOD GRILLE AFTER WINDOW IS INSTALLED.

5 REPOINT JOINTS IN LIMESTONE ABOVE AND BELOW STOREFRONT.

6 PATCH AND REPAIR CEILING AS REQUIRED AFTER STOREFRONT

INSTALLATION. PAINT CIELING TO MATCH EXISTING COLOR.

7 1/2" DENS GLASS ON EXISTING FRAMING

8 2 LAYERS OF 1/2" GLASS MAT GYPSUM BOARD ON EXISTING RADIUSED

CEILING FRAMING

9 NEW RECESSED LUMINAIRE. EXTEND CONDUIT AND WIRE AS REQUIRED.

TYPICAL FOR 2.

10 NEW INTEGRAL GFCI RECEPTACLE WITH METAL WEATHERPROOF IN USE

COVER. SERVE FROM EXISTING CIRCUIT.

11 RECONNECT DOOR OPERATOR AND CONTROLS AS REQUIRED.

NORTH

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

FIRST FLOOR PLAN

SCALE: 1" = 1'-0"

DETAIL

NORTH

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

FIRST FLOOR REFLECTED CEILING PLAN

LUMINAIRE SCHEDULE

MARK DESCRIPTION MANUFACTURER CATALOG NO. OR EQUAL BY

LUMINAIRE DATA

REMARKSVOLTAGE LOAD LUMENS CCT CRI DIMMING

A 6-INCH APERTURE, 1500 LUMEN, 4000K,

RECESSED LED DOWNLIGHT

PORTFOLIO LTR-6RD-H-SL-15L-DM1-LTR

-6RD-SL-40K-8-XW-SS-B6

GOTHAM, ELITE 120 V 19 VA 1,537 lm 4000 K MULTI-VOLT DRIVER

B1 8-INCH DIAMETER BOLLARD. 42", LED

OPTICAL MODULE WITH LOUVER. 20L

TYPE V DISTRIBUTION. DARK BRONZE

TEXTURED MATTE FINISH.

KIM LIGHTING B30-LED-20LK-4K-UV-DBT 120 V 25 VA 1,043 lm 4000 K 70 MULTI-VOLT DRIVER

B2 SIMILAR TO TYPE "B1" EXCEPT WITH

ADDITIONAL GFCI DUPLEX

RECEPTACLE WITH METAL,

WEATHERPROOF WHILE IN USE

COVER.

KIM LIGHTING B30-LED-20LK-4K-UV-DBT-D

RGFI

120 V 25 VA 1,043 lm 4000 K 70 MULTI-VOLT DRIVER

BEGA,LIGMAN

BEGA, LIGMAN

110'-0"

112'-0"

99'-10"

LIGHT BOLLARD

ALUMINUM STOREFRONT

SYSTEM, MATCH EXISTING

MULLION SIZE AND SPACING

EXISTING LIMESTONE,

JOINTS TO BE REPOINTED

NEW PERMACAST TAPERED

COLUMN FIELD CUT HEIGHT

TO CORRECT SIZE.

NEW PERMACAST

COLUMN CAP, PAINT

NEW PERMACAST COLUMN

BASE

EXISTING ROOF AND

FRAMING TO REMAIN

4 1/2" TYP

T Y

P

EXISTING GLAZING TO REMAIN

EXISTING LIMESTONE, TO BE

CLEANED AND REPOINTED

EXISTING LIMESTONE SILL

112' - 0" +/- V.I.F

110' - 0" +/- V.I.F

T.O. GLAZING

B.O. SOFFIT

T.O. FIN FLOOR

100' - 0" +/- 587.13' REFER TO CIVIL

PAINT CANOPY TO

MATCH EXISTING

2 LAYERS OF GYPSUM SHEATHING,

STAGGER JOINTS 24" MINIMUM

NEW DOOR ACTUATOR

BUTTON TO BE INSTALLED IN

EXISTING LOCATION.

FG1

(ALUMINUM)

GU

DESIGNATION DESCRIPTIONS

ALUM ALUMINUM

BF BIFOLD

E EMBOSSED

F FLUSH

FF FACTORY FINISH

FG FULL GLASS

G HALF GLASS

GU GLAZING UNIT (REFER TO SCHEDULE FOR GLASS TYPE)

L LOUVERED

N NARROW LIGHT

N1 NARROW LIGHT (100 SQUARE INCHES)

TEMP TEMPERED

V VISION LIGHT

STANDARD DETAILS

TYPICAL SEALANT JOINT BETWEEN

DISSIMILAR MATERIALS

BACKER ROD

MATERIAL 2

SEALANT

MATERIAL 1

NOT TO SCALE

NOTE:

CLEAN AND PREPARE SURFACE

TO RECEIVE SEALANT. TEST JOINT

TO ENSURE PROPER BONDING.

1/2 W

W

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

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Reviewer

Manager

P L O

T I N

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© C o p y r i g h t 2 0 2 4 A l l R i g h t s R e s e r v e d

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A

ELEVATION

DOOR SCHEDULE

NO. LOCATION QTY

DOOR FRAME

LABEL HDW NOTES

PANEL

TYPE MATERIAL

PANEL

FINISH GLASS TYPE MATERIAL

FRAME

FINISH HEAD JAMBW H T

100 VESTIBULE 2 3'-0" 6'-0" 1 3/4" FG1 -- FF TEMP - - -- FF -- -- -- 01 1

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

DOOR TYPES

BOLLARD BASE DETAIL

NO SCALE

ANCHOR BOLTS

BY BOLLARD

MANUFACTURER

SPARE CONDUIT; SEE

PLANS FOR SIZE OF

CONDUIT(S)

GRADE

12" DIA.

SONOTUBE

1" CHAMFER

BUSH CONDUITS

8'-0"

1. CONNECTED POWERED DOOR HARDWARE TO EXISTING POWER.

ALUM1