ITB-W-1148 Drawings.pdf

PDF 16 MB Posted Mar 8, 2024

Attached to: Van Dyke Mixed Use Rehabilitation Project State and local contract opportunity
Solicitation number: ITB-W-1148
Issued by: Macomb County, Westland City, Michigan

About this file

Written by GovTribe AI · Jul 1, 2025

The provided file is a comprehensive set of architectural and engineering drawings for the Van Dyke Mixed-Use Rehabilitation Project, prepared by PARTNERS in Architecture, PLC for the City of Warren Tax Increment Finance Authority (TIFA). The project involves extensive rehabilitation of three adjacent properties located at 23150, 23154, and 23158 Van Dyke Avenue in Warren, Michigan. The drawings detail a multi-phase renovation that transforms the existing buildings into a mixed-use development, with a commercial/retail/hospitality space planned for the first floor and a residential unit on the second floor. The architectural plans include detailed demolition, structural, mechanical, electrical, and plumbing drawings, covering aspects such as floor plans, exterior elevations, roof plans, wall sections, and technical specifications.

The project appears to be funded through the City of Warren's Tax Increment Finance Authority, with the goal of revitalizing the properties through comprehensive improvements. The drawings show a thorough approach to renovation, including preserving and restoring original architectural elements like brick facades and stone details while modernizing the building's systems and layout. The design incorporates modern building techniques, energy efficiency considerations, and accessibility standards. Key elements include new roof structures, updated mechanical and electrical systems, structural reinforcements, and a thoughtful approach to maintaining the building's historical character while adapting it for contemporary use. The drawings suggest a detailed, phased approach to rehabilitation that balances preservation with modern functional requirements.

View the file

Other files for this state and local contract opportunity

Other files attached to Van Dyke Mixed Use Rehabilitation Project, newest first.
File	Type	Posted
ITB-W-1148 Exhibit A - Prevailing Wage Rates.pdf	PDF	Mar 8, 2024
ITB-W-1148 A2 Asbestos Abatement Report.pdf	PDF	Mar 8, 2024
ITB-W-1148 A2.pdf	PDF	Mar 8, 2024
ITB-W-1148 A3.pdf	PDF	Mar 8, 2024
ITB-W-1148.pdf	PDF	Mar 8, 2024
ITB-W-1148 A1.pdf	PDF	Mar 8, 2024
ITB-W-1148 A2 Pre-Renovation HMS.pdf	PDF	Mar 8, 2024

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

COVER SHEET

A0-00

CJJ

Van Dyke Mixed-Use Rehabilitation

65 Market Street Mount Clemens, MI 48043

586-469-3600

One City Square Warren, MI 48093 586-574-4500

City of Warren TIFA Owner:Architect:

PARTNERS in Architecture, PLC

NORTHLOCATION MAP

City of Warren Tax Increment Finance Authority 23150, 23154 & 23158 Van Dyke Avenue, Warren, MI 48089

Statement of Intellectual Property

The ideas, concepts, drawings and thoughts conveyed herein are the intellectual property of PARTNERS in Architecture, PLC, 65 Market Street, Mount Clemens, MI, 48043 (P 586.469.3600). This set of drawings, in whole or in part, may not be reproduced, without the written consent of PARTNERS in Architecture, PLC. This information is protected under U.S. Copyright Law, all rights reserved.

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A0-00_Cover Sheet.dwg - 3/8/2024 12:32:27 PM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

MA Engineering, Inc.

180 High Oak Road Bloomfield Hills, MI 48304

(Phone) 248-258-1610

Mechanical / Electrical Engineer: Structural Engineer:

33426 Five Mile Rd Livonia, MI 48154 (Phone) 734-855-4810

Shymanski and Associates LLC

List of Drawings

Sheet Number Sheet Title

A0-00 Cover Sheet

Architectural

A0-01 General Information

A0-02 Code Summary, Code & Life Safety Plans

A0-03 Schedules, Door, Window & Frame Elevations

A0-04 Wall Types & Opening Details

A1-01 Demolition Plans

A1-02 Demolition Exterior Elevations

A2-01 Architectural Site Plan

A3-01 First Floor Plan

A3-02 Basement & Second Floor Plans

A3-10 Plan Details

A3-20 Roof Plan & Details

A3-21 Roof Details

A4-01 Reflected Ceiling Plans & Details

A5-01 Exterior Elevations

A5-10 Building Sections

A6-01 Wall Sections

A6-02 Wall Sections

A6-10 Section Details

A6-11 Section Details

A6-12 Section Details

A8-01 Interior Elevations & Casework Details

Structural

S3-01 First Floor Framing Plan

S3-02 Second Floor / Low Roof Framing Plan

S4-00 General Notes

S4-01 General Notes

S5-00 Details

Mechanical

MP0-00 Mechanical Legend, Sheet Index, General Notes

MP0-01 Mechanical Specifications

MP0-02 Mechanical Specifications

MP1-01 Mechanical Schedules

MP1-02 Mechanical Details

MP1-03 Mechanical Details

MD1-01 Demolition Floor Plans - Mechanical

P1-01 Sanitary / Vent Floor Plans

P2-01 Plumbing Floor Plans

M1-01 HVAC Floor Plans

Electrical

E0-01 Electrical Legend, Sheet Index and Details

E0-02 Electrical Specifications

E0-03 Riser Diagram and Panel Schedules

ED-01 Demolition Floor Plans

E1-01 Lighting Floor Plans

E2-01 Power Floor Plans

E3-01 Electrical Site Plan

SITE

11 MILE

10 MILE

9 MILE

I-696

STEPHENS

8 MILE

CONTINENTAL

PAIGE

GRAVEL/STONE

SAND/GRAVEL

(VENEER FINISH)

SHIM MATERIAL

(GRANULAR MATERIAL)

(SUB-BASE MATERIAL)

PLYWOOD / PARTICLE BOARD

(NOTE MATERIAL)

(WOOD, METAL, ETC.)

(NOTE MATERIAL)

ACOUSTIC/THERMAL

(GRANITE, ETC.)

(NOTE MATERIAL) /SEMI-RIGID

(NOTE MATERIAL)

(MARBLE, STONE)

(SECTION/ELEVATION)

WOOD/SOLID SPECIES

(FINISH MATERIAL)

(NOTE MATERIAL)

(CONTINUOUS BOCKING)

WOOD

STONE

CONCRETE

(SECTION)

CONC., STONE,

PLASTER

(ELEVATION)

RIGID

BRICK

ALUMINUM, ETC.

STEEL/COPPER, METAL,

(NOTE MATERIAL)

(CONCRETE BLOCK)

C.M.U. / MASONRY BLOCK

BATT OR BLANKET

(NOTE TYPE)

INSULATION

CARPET

INSULATION

ACOUSTIC/THERMAL

(NOTE TYPE)

JOINT FILLER

PLASTER GYPSUM/

CEMENTITIOUS ON

METAL LATH

(NOTE MATERIAL)

GYPSUM WALL

BOARD

Material Poche Indications

BLOCK GROUTED SOLID

SOLID BLOCK

WATER HEATER

WATER CLOSET

WATERPROOFING

WATER RESISTANT

WELDED WIRE FABRIC

WELDED WIRE MESH

WIDTH, WIDE, WEST

VINYL COMPOSITION TILE

VINYL RESILIENT STRIP

VINYL WALL COVERING

WALL HYDRANT

VAPOR BARRIER

TRANSFORMER

TOWEL & WASTE CABINET

UNLESS OTHERWISE NOTED

TOP & BOTTOM

THROUGH/THOUGHOUT

TOILET PAPER HOLDER

TONGUE AND GROOVE

TOP ELEVATION

TOP OF CURB

TOP OF STEEL

TOP OF CONCRETE

TANGENT POINT

TEMPERATURE, TEMPERED

VAPOR RETARDER

FIRE EXTINGUISHER CABINET

FURR

FVC

FLUOR

FTG

FDN

FLD

FHS

FPR

FEC

FURR(ED), (ING)

FIRE VALVE CABINET

FIRE HOSE STATION

FIRE PROOFING

FLOOR(ING)

FLOOR DRAIN

FLUORESCENT

FOUNDATION

FRESH AIR

FOOTING

FAR SIDE

FIELD

MCC

MTD

MULL

MOUNT(ED), (ING)

MOTOR CONTROL CENTER

MULLION

ELECTRIC WATER COOLER

EXPOSED CONSTRUCTION

FOC

FIN

F°

EXT

EQUIP

ESC

EXH

EXP CONST

EMER

ENC

ELEV

EXTERIOR

FACE OF CONCRETE

FACTORY FINISH

FEET/FOOT

FINISH(ED)

FIRE EXTINGUISHER

DEGREES FAHRENHEIT

ELEVATION

ELEVATOR

EMERGENCY

ENCLOS(E), (URE)

ESCALATOR

EXPANSION BOLT

EXPANSION JOINT

EQUIPMENT

EXHAUST

EQUAL

ELEC

EWC

EACH FACE

EACH WAY

ELECTRIC(AL)

EACH

EAST

MEZZ

MIN

MIR

MISC

MET T.

MON.

MET

MDS

MED

MEM

MILLIMETER(S)

METAL DIVIDER STRIP

METAL THRESHOLD

MISCELLANEOUS

MISCELLANEOUS IRON

MEZZANINE

MINIMUM

MIRROR

METAL LATH

MONITOR(ED)

METAL

MEDICINE CABINET

MEDIUM

MEMBER

SWITCH

SUPPORTS

SUSPENDED

SWITCHBOARD

SWITCHGEAR

SYMMETRY(ICAL)

SUPP

SUSP

SWBD

SWGR

SYM

GWB

GYP L

GALV

GRD

GYP

GAL

GYPSUM PLASTER

GYPSUM WALL BOARD

GYPSUM LATH

GAGE, GAUGE

GLASS, GLAZING

GRADE, GRADING

GALVANIZED

GRAM

GROUND

GYPSUM

GALLON

OPPOSITEOPP

OPP HD

ORIG

OUTSIDE DIAMETER

OVERHEAD

OUTSIDE AIR

OUNCE

ORIGINAL

OPPOSITE HAND

OUTSIDE

NATURAL COLOR ANODIZED

NATURALNAT

NOT TO SCALENTS

OFF

O/C

OPG

NO (#)

OFFICE

OPENING

ON CENTER(S)

NUMBER

NIC

NRC

NOM

NEG

NCA

NOT APPLICABLE

NOT IN CONTRACT

NORTH

NOMINAL

COEFFICIENT

NOISE REDUCTION

NEGATIVE

EPDM ETHYLENE PROPYLENE

DIENE MONOMERS

FULLY-ADHEREDFSRS

SHEET ROOFING SYSTEM

MEMB MEMBRANE

REV REVISION(S), REVISED

LHR LEFT HAND REVERSE

DIM

DWG

D/W

DET

DIFF

DIAG

DRINKING FOUNTAIN

DEAD LOAD

DIAMETER

DIFFUSER

DIMENSION

DISHWASHER

DOOR OPENING

DRAIN TILE

DIAGONAL

DOWN

DRAWING

DETAIL

MANUFACTURE(R)MFR

MAT

MAX

MECH

MAR T.

MKB

MAR

MAS

MARKER BOARD

MASONRY OPENING

MARBLE THRESHOLD

MATERIAL(S)

MAXIMUM

MECHANICAL

MARBLE

MASONRY

MAG

LLV

L.P.

LOC

LLBB

LLH

LLO

LIN

LTG

LOCATE/LOCATION

LOW VOLTAGE

LONG LEG VERTICAL

MAGNETIC

MANHOLE

LOW POINT

LIGHTING PANEL

LINEAR, LINEAL

LONG LEGS BACK

LONG LEG HORIZONTAL

LONG LEG OUTSTANDING

LIVE LOAD

TO BACK

LONG

LENGTH

LIGHT

LIGHTING

STORAGESTOR

STREET

STORM DRAIN

STRUCTURAL

SUPPLY AIR

STRUCT

SEALERSEAL

SHEET

SIMILAR

SERVICE SINK

SINK

SOUTH

SOIL BORING

SPEAKER

SQUARE

SQUARE FOOT (OR STOREFRONT)

STAGGERED

SECTION

SOUND TRANSMISSION CLASS

SPACER, SPACING

SPECIFICATION(S)

SQUARE CENTIMETER

STAINLESS STEEL

SHORT LEG OUTSTANDING

STONE

STEEL

STATION

STANDARD

SPK

SPEC(S)

STAG

SST

STN

STA

STL

STD

SHT

SIM

STC

SPC

SLO

SECT

RIGHT HAND

RISER

ROAD

RIGHT OF WAY

ROOF DRAIN

RIGHT HAND REVERSE

ROOM

ROOF SUMP

ROOFING

RUBBER

SANITARY

SCHEDULE

SCORED JOINT

RECEPTACLE

ROUGH OPENING

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN WASTE

RUB

SAN

SND

SNWR

SCH

RHR

ROW

RFG

INCLUDE(D), (ING)INCL

CARD READERCR

CONCRETE MASONRY UNIT

CONTINUOUS OR CONTINUE

CORRUGATED OR CORRIDOR

CONCEALEDCONCE

DPR

CTR

CYL

CTSK

CONST

CONT

CONST JT

CORR

CONTR

CONC

CMU

CONN

CYLINDER

COUNTERSUNK

CUBIC FOOT

CUBIC YARD

DAMPROOFING

DAMPER

CENTER

CONCRETE

(CONCRETE BLOCK)

CONNECTION

CONSTRUCTION

CONTRACT(OR)

CONTROL JOINT

CONSTRUCTION JOINT

CER

COL

COMB

CHK

COMP

CLOS

CHDK PL

CLG

CEM

C TO C

C°

CPT

CES

CIP

CERAMIC

CERAMIC TILE

COAT HOOK

CLEAR(ANCE)

CLEAN OUT

COLD WATER

COMBINATION

COMPRESS(ED),(ION),(IBLE)

CHECKERED PLATE

COLUMN

CLOSET

CARPET(ED)

CARPET EDGE STRIP

CAST IRON

CATCH BASIN

CENTER TO CENTER

CENTIMETER(S)

CAST-IN-PLACE

DEGREES CENTIGRADE

CEILING

CEMENT

LAB

LAV

LAM

LCC

L kg/m

KIT

KSI

kg/cm 2 kg

KVA

KWH

LABORATORY

LEAD COATED COPPER

LAMINATE(D)

LAVATORY

LEFT HAND

KNOCKOUT

KILOVOLT/AMPERE

KILOWATT-HOUR

KILOGRAM PER METER

KILOGRAM PER SQUARE

KIPS PER SQUARE INCH

CENTIMETER

KITCHEN

KIPS

KILOGRAMS

KILOVOLT

KILOWATT(S)

JST

INTERM

INV

IRR

INT

INFO

INSUL

ICA

JUNCTION BOX

JANITOR'S CLOSET

JOIST

JOINT

INSULATE(D), (ION)

INTEGRAL COLOR

INTERMEDIATE

INSIDE DIMENSION

INTERIOR/INTERNAL

ANODIZED

INVERT

IRRIGATION

INFORMATION

ABOVE REFERENCE FLOOR

ACOUSTICAL TILE (OR ACTIVE)

ADDENDUM

ALTERNATE OR ALTERNATIVE

BLKG

CABT

BOT

BLDG

BRG

BETW

BIT

B.F.

BP BP

BLOCKING

BOTH SIDES

BOTTOM OF CURB

BUILDING LINE

CABINET

BOARD

BOTTOM

BUILDING

BARRIER FREE

BASE PLATE OR

BITUMINOUS

BEARING P

BENCH MARK OR BEAM

BEARING

BETWEEN

ANOD

ARCH

ASPH

AUTO

AGG

A/C

ALT

ANCH

AL,ALUM

ACCT

ACT

ADD

ADJ

ARF

AFF

AGGREGATE

AIR CONDITIONING

ANCHOR BOLT

ANODIZED

ARCHITECT(URAL)

AUTOMATIC

ALUMINUM

ANCHOR, ANCHORAGE

ASPHALT

ACOUSTICAL

ADJACENT

ACCESS PANEL

ABOVE FINISHED FLOOR

ACCENT

HARDWOODHWD

IN(")

HWH

HORIZ

HTG

H&V

HVAC

HORSE POWER

HOT WATER HEATER

INCH(ES)

HOSE BIBB

HOT WATER

HOUR

AIR CONDITIONING

HIGH STRENGTH

HOLLOW CORE

HOLLOW METAL

HEATING & VENTILATING

HEATING/VENTILATION/

HIGH

HORIZONTAL

HIGH POINT

HEATING

HEIGHT

HDCP

HDWE

HDBD

HANDICAP(PED)

HARDWARE

HARDBOARD

VINYLVIN

PE PASSENGER ELEVATOR

RECEIVING

REFERENCE

REFRIGERATOR

REQUIRED

RESILIENT

RESILIENT TILE

RETURN AIR

RECESS(ED)

RADIUS, RADIATOR, RADIATION

RAINWATER CONDUCTOR

REFLECT(ED), (IVE), (OR)

REINFORCE(D), (ING)

QUARRY TILE

QUARRY TILE BASE

RECVG

REF

REFL

REFR

REG

REINF

REQD

RESIL

REC

RAD

PERMANENT

PLASTER

PLASTIC LAMINATE

PLATE

PLUMBING

PLYWOOD

POLISHED

POUND(S)

PREFABRICATE(D)

POLYVINYL CHLORIDE

POUNDS PER CUBIC FOOT

POUNDS PER FOOT

POUNDS PER LINEAL FOOT

POUNDS PER SQUARE FOOT

PRECAST CONCRETE

PCF

PPF

PSF

PLF

PRE-FAB

lb/#

PERM

PLAS

PLBG

PLWD

POL

PVC

WITHOUTW/O

YARD

WOOD

WWF

WWM

W W/

WAIN

WHYD

VRS

VCT

VWC

VIT

WEIGHT

WITH

WATER MAIN

WATERSTOP

WAINSCOT

VITREOUS

PAINT(ED) (OR POINT)

PANEL

PARKING

PARTICLE BOARD

PARTITION

PAIR

PHYSICALLY HANDICAPPED

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER &

RECEPTACLE COMBINATION

PNL

PTD

PTD/R

PKG

PBD

PARTN

VAR

VERT

VEST

UON

TWC

TRAN

TYP

VARNISH

VERTICAL

VESTIBULE

VALVE

URINAL

UNIT HEATER

TREAD

TYPICAL

T&G T&B

TOC

TOS

THRES

THRU

TOIL

TPH

TOL

TEL

TEMP

TERR

THERM

THK

TKB

THRESHOLD

TOLERANCE

TOILET

TELEPHONE

TELEVISION

TERRAZZO

THICK(NESS)

THERMOSTAT

TACKBOARD

Abbreviations

ETR EXISTING TO REMAIN

ADDITIONALADD'L

SPECIFIEDSPEC'D

EP EPOXY

R (CONT.)

CHAN CHANNEL

NONCOMB NONCOMBUSTIBLE

FWP FABRIC WRAPPED PANEL

TERRAZZO TILE

SEALED CONCRETE

BRK BRICK

FACE BRICKFB

QTR QUARTER

RB RUBBER BASE (OR RESILIENT BASE)

(OR SPORTS FLOORING)

VINYL TILEVT

S.CONC

LINEAR SUSPENDED WOOD CEILINGLSWD

2" 48 " M

7"-9"48 " B

F to be approved 60

" B

EQ.

20"

FIN. FLR.

SANITARY NAPKIN

AT SHOWER

BF GRAB BAR

SOAP DISH

DISPENSER

AT SIDE WALL

EQ. 40

LINE

ELEVATOR

USE

ELEVATOR CALL

BUTTON / SIGNAGE

HALL LANTERN

STAIR

EXIT LIGHT

SIGNAGELOUD SPEAKER

HVAC CONTROLS

and DUPLEX OUTLET

TELE. WALL JACK

FIRE ALARM

PULL BOXPUSH BUTTON

KEY SWITCH or or DIMMERCARD READER at ELEVATORS

LIGHT SWITCH

FIRE EXIT SIGN

EXIT

LINE

" 60

" M

. T

FIN. FLR.

by Architect and Size to be approved by Arch.

Text. Graphic, 6' -8

" M

. C

" S

FIN. FLR.

LINE

EQ.

W12W10 W11W9

W19

W13 W14 and CLOCK

W15 W16

W17 W18 W20

ELECTRIC PANEL

6' -8

" M

. C

CUP and FACIAL

TISSUE DISPENSER

HOOKS

" S

" B F

Shelf

ITEM ALIGNMENT

TYPICAL WALL

4" MIN

Door

16" MAX

SHOWER SEAT

and WASTE RECPT.

PAPER TOWEL DISP.

FIN. FLR.

UNDER LAVATORY

LINE

ACCESS PANEL

TOILET STALL

ACCESS PANEL

SHOWER HEAD and

CONTROL AREA

AT SIDE WALL

SAN. NAPKIN DISPOSAL

MIRROR

SURFACE MOUNTED

PANELS 12" X 12"

HINGED ACCESS

PANELS 16" X 16"

WALL MOUNTED

SOAP DISPENSER

HINGED ACCESS

SAN. NAPKIN DISPOSAL

UON

AT GRAB BAR

TOWEL BAR

LENGTH

59" MIN.

HOSE

SEAT /

AT GRAB

BAR

BF GRAB BAR

AT SHOWERAT SIDE WALL

TOILET TISSUE DISP.

EQ.

" M

. A

" M

. S

" M

. B

" M

. W

" M

18"

EQ.EQ.

" B

F (S

P16

P11

P21

5" M

WALLS 14" X 14"

P13

NOTE: HINGED ACCESS

PANEL @ STUD

and/or SHELF

P12 P15

P17

P22

P18

P23

LINE

P14

P20P19

P24 P25

" S

FIN. FLR.

CABINET

MEDICINE

LINE

SHOWER

" M

CURTAIN ROD DRYER

HAND and HAIR

" S

side of stall.

" B

shall face open

WATER CLOSET

PLUMBING FIXTURES and TOILET ACCESSORIES

" S

" B F

42"MIN

Mounting Height Schedule

Flush Valve

CABINET

ROOM

FIRE VALVEB.F. TELEPHONE FIRE EXTINGUISHER

WALL MOUNTED ACCESSORIES

NAME

VARIES

" M

Audible

FIN. FLR.

LINE

Alarm

" M

. F

" M

. S

Text. Graphic, Visual/

6" M

1 1/2" CLR

12" and Size

NOTE:

W4W1

FIRE HOSE RACK and

CABINET

FIRE EXTINGUISHER

WALL BRACKET

with grab bar per codes

" M

Toilet Paper Dispenser Access Panel and Coordinate Flush Valve

HI-LOW /

DRINKING FOUNTAIN AT REAR WALL

BF GRAB BARURINAL WALL MOUNTED

LAVATORY

LINE

FIN. FLR.

" M

B F

4" S

18"

8" MIN.

. B

" M

. B

" M

MIN.

. S

" M

30"

20"

36"MIN

NOT ALL HEIGHTS SHOWN ARE TYPICAL FOR ALL ITEMS WHERE THEY OCCUR

UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS, (B.F. DENOTES BARRIER FREE REQUIREMENTS)

NOT ALL ITEMS SHOWN ON THIS DRAWING MAY OCCUR ON THIS PROJECT

P8 P9

P1039"-41"

12"

18"

24"MIN

3" -6

PERPENDICULAR

CHANNEL

LC CENTERLINE

ANGLE

AND

ROUND / DIAMETER

PLATE

THE ENTRY DOOR NUMBER SHALL BE THE

SAME AS THE ROOM NUMBER - IF MORE THAN

ONE (1) DOOR IS INDICATED ON THE PLAN FOR

SHEET NUMBER FROM WHICH DRAWING IS

REFERENCED

SHEET NUMBER WHERE SECTION IS LOCATED

DETAIL NUMBER

DARKENED ARROW INDICATES ELEVATED WALL

SHEET NUMBER WHERE ELEVATION IS LOCATED

DETAIL NUMBER

DETAIL TITLE

DETAIL NUMBER

DRAWING SCALE

ROOM NUMBER

ONE ROOM, EACH DOOR IN THAT AREA

WILL BE IDENTIFIED

Graphic Symbols

Drawing 3/4" = 1'-0"

A5-03

A1-03

A3-02

ADD'L SHEET(S) FROM WHICH DRAWING IS

A8-03

NOTE: ELEVATION SYMBOL USED FOR

INTERIOR & EXTERIOR ELEVATIONS.

REFERENCED

NOTE: SECTION SYMBOL USED FOR

WALL & BUILDING SECTIONS.

Line Type Designation

EXISTING ITEM TO REMAIN

EXISTING ITEM TO BE REMOVED

NEW ITEM AS NOTED

LOBBY

100A

Text Symbols

WALL TYPE SYMBOL INDICATES WALL TYPE DESIGNATION - REFER

TO WALL TYPE DRAWINGS FOR ADDITIONAL INFORMATION

MBD

20'-0" DESIGNATION OF TACKBOARD (TBD) OR MARKERBOARD

(MBD) OR SLIDING MARKER BOARD (SMBD)

OVERALL LENGTH OF BOARD

ELEVATION TYPE - SEE MOUNTING HEIGHT

SCHEDULE BELOW

GENERAL NOTEREF. FLR.

EL. 00'-0"

KEY NOTE SYMBOL INDICATES WORK AS

NOTE: SYMBOL INDICATES A SPECIFIC

HEIGHT IN AN ELEVATION OR SECTION VIEW

8'-0" HEIGHT OF FINISHED CEILING ABOVE FINISHED FLOOR

IN AN ELEVATION OR SECTION VIEW DESCRIBED IN KEYNOTE LIST ON SAME DRAWING

SHEET AS KEYNOTE OCCURS

x'-x

HEIGHT OF FINISHED CEILING ABOVE FINISHED FLOOR

IN A PLAN VIEW KEY NOTE GROUPS APPLY TO ALL

LEADERS CONNECTED TO THOSE GROUPS

1 1

PRESERVATIVE TREATED WOODPTR

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A0-01_General Info.dwg - 3/8/2024 8:13:09 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

GENERAL

INFORMATION

A0-01

Room Finish Schedule

ROOM NO. ROOM NAME FLOOR BASE

WALLS

CEILING FINISH ROOM FINISH KEY NOTES

NORTH EAST SOUTH WEST

BASEMENT

001 BASEMENT -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

002 BASEMENT -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

FIRST FLOOR

100 FUTURE ASSEMBLY SPACE -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

101 FUTURE ASSEMBLY SPACE -- -- -- PRIMED -- PRIMED --

102 FUTURE ASSEMBLY SPACE -- -- PRIMED PRIMED PRIMED -- --

103 FUTURE KITCHEN -- -- PRIMED -- PRIMED PRIMED --

104 MECH / ELEC -- -- PRIMED PRIMED PRIMED PRIMED --

105 ADA RESTROOM -- -- -- -- -- -- --

106 FUTURE OFFICE / ASSEMBLY SPACE -- -- PRIMED PRIMED PRIMED PRIMED --

107 MEN'S RESTROOM -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

108 WOMEN'S RESTROOM -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

109 HALLWAY -- -- PRIMED PRIMED PRIMED PRIMED --

110 MUDROOM -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

111 APARTMENT STAIRWELL -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

112 BASEMENT STAIRWELL -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

113 CLOSET -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

SECOND FLOOR

200 APARTMENT STAIRWELL -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

201 KITCHEN / DINING -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

202 CLOSET -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

203 LIVING -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

204 HALLWAY -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

205 MECHANICAL -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

206 MASTER BEDROOM -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

207 CLOSET -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

208 CLOSET -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

209 BEDROOM -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

210 CLOSET -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

211 BATHROOM -- -- PRIMED PRIMED PRIMED PRIMED PRIMED

Door Schedule

DOOR NO.

DOOR / OPENING SIZE (W X H)

(CONTRACTOR TO VERIFY DOOR

SIZE IF OPENING IS EXISTING)

DOOR FRAME DETAILS HARDWARE

SET #

LABEL (MIN.) DOOR / OPENING KEY NOTES

TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

THRES. /

SILL

FIRST FLOOR

100 3'-0" X 7'-0" B ALUM ALUM-1 SF-4 ALUM ALUM-1 -- -- T1 -- 4

101 SEE PLANS -- ALUM ALUM-1 -- -- -- -- -- -- -- -- 1, 4

102A SEE PLANS -- ALUM ALUM-1 -- -- -- -- -- -- -- -- 1, 4

102B 3'-0" X 7'-0" B ALUM ALUM-1 SF-7 ALUM ALUM-1 -- -- T1 -- 4

103 -- -- EX. HM PNT -- EX. HM PNT -- -- T1 -- --

104 3'-0" X 7'-0" A HM PNT F1 HM PNT D3 D4 -- --

105 3'-0" X 7'-0" A WD PNT F1 WD PNT D1 D2 -- --

107 3'-0" X 7'-0" A WD PRIMED F2 WD PRIMED D1 D2 -- --

108 3'-0" X 7'-0" A WD PRIMED F2 WD PRIMED D1 D2 -- --

109 3'-0" X 7'-0" B ALUM ALUM-1 SF-9 ALUM ALUM-1 -- -- T1 -- 4

110 3'-0" X 7'-0" F FIBERGLASS FG-1 F2 WD PRIMED -- -- -- -- 4

112 3'-0" X 7'-0" A WD PRIMED F2 WD PRIMED D1 D2 -- --

113 4'-0" X 6'-8" D WD PRIMED F2 WD PRIMED D1 D2 -- --

SECOND FLOOR

200 3'-0" X 6'-8" F FIBERGLASS FG-1 F2 WD PRIMED -- -- -- -- 4

201 3'-0" X 6'-8" C WD PRIMED F2 WD PRIMED D1 D2 -- --

202 2'-6" X 6'-8" E WD PRIMED F2 WD PRIMED D1 D2 -- -- 2

205 2'-6" X 6'-8" C WD PRIMED F2 WD PRIMED D1 D2 -- --

206 2'-6" X 6'-8" C WD PRIMED F2 WD PRIMED D1 D2 -- --

207 4'-0" X 6'-8" D WD PRIMED F2 WD PRIMED D1 D2 -- -- 3

208 4'-0" X 6'-8" D WD PRIMED F2 WD PRIMED D1 D2 -- -- 3

209 2'-6" X 6'-8" C WD PRIMED F2 WD PRIMED D1 D2 -- --

210 5'-0" X 6'-8" D WD PRIMED F2 WD PRIMED D1 D2 -- -- 3

211 2'-6" X 6'-8" C WD PRIMED F2 WD PRIMED D1 D2 -- --

Window Schedule

WINDOW

TYPE

WINDOW SIZE (W X H)

(CONTRACTOR TO VERIFY WINDOW

SIZE IF OPENING IS EXISTING)

WINDOW DETAILS

WINDOW KEY NOTES

TYPE MATERIAL FINISH HEAD JAMB SILL

W-1 ±2'-8" X 3'-10" SINGLE HUNG VINYL 1

W-2 ±2'-8" X 4'-4" SINGLE HUNG VINYL 1

W-3 2'-6" X 3'-0" FIXED VINYL 2

W-4 ±2'-0" x 3'-0" SINGLE HUNG VINYL 1

SL-1 2'-6" x 3'-2" (M04) MANUAL OP.

SKYLIGHT

ALUM-CLAD WD

A. FIELD VERIFY ALL OPENINGS PRIOR TO DOOR/FRAME FABRICATION

B. 'ALUM' FINISH TO BE BLACK ANODIZED U.O.N.

Door Schedule General Notes:

1. BASE BID: SECTIONAL OVERHEAD DOOR. ALTERNATE #1: PROVIDE STOREFRONT IN LEIU OF

SECTIONAL OVERHEAD DOOR.

2. BI-FOLDING DOOR

3. PAIR BI-FOLDING DOORS

4. REFER TO PLAN & SECTION DETAILS FOR JAMB, HEAD AND SILL CONDITIONS NOT NOTED IN

SCHEDULE

Door Schedule Key Notes:

AS SCHED 2"2"

FIN FL

AS SCHED

FIN FL

AS SCHED

IG-11

Door Elevations

Window Elevations

W-1

2'-7 1/2"

3' -9

General Notes:

Room Finish Key Notes:

A. REFER TO MATERIAL FINISH/ COLOR SCHEDULE SPECIFICATIONS SECTION 000200 FOR MATERIAL/ PRODUCT INFORMATION B. PRIME COAT ONLY GYPSUM BOARD WALL FINISHES AND MASONRY WALLS - EXPOSED ROOF STRUCTURE TO REMAIN UNPAINTED.

ACT ACOUSTIC TILE AND GRID SYSTEM

CPT CARPET

CT CERAMIC TILE

ETR EXISTING TO REMAIN

LVT LUXURY VINYL TILE

PLAM PLASTIC LAMINATE

PNT PAINT

PT PORCELAIN TILE

RB RESILIENT WALL BASE

SC SEALED CONCRETE

SGT STRUCTURAL GLAZED TILE

SPC SPECIALTY CEILING

VCT VINYL COMPOSITION TILE

WC WALL COVERING

Legend

Storefront Elevations

SF-1SF-2SF-4 SF-3SF-5SF-6

Window Schedule Key Notes:

1. CONTRACTOR TO FIELD MEASURE EXISTING ROUGH OPENING PRIOR TO SUBMITTING SHOP DRAWINGS. INFILL ROUGH OPENING WITH WOOD

BLOCKING AS NEEDED TO ACCOMODATE NEW WINDOW.

2. CONTRACTOR TO FIELD MEASURE EXISTING ROUGH OPENING PRIOR TO SUBMITTING SHOP DRAWINGS. SILL FLASHING TO BE MIN 10" ABOVE SURFACE OF NEW LOW-SLOPE ROOF. INFILL ROUGH OPENING WITH WOOD BLOCKING AS NEEDED TO ACCOMODATE NEW WINDOW.

AS SCHED

FIN FL

AS SCHED

FIN FL

AS SCHED

FIN FL

EQEQEQEQEQEQ

Frame Elevations

AS SCHED

FIN FL

UNCASED WD FRAME

ROUGH OPENING

2'-7 1/2"2'-5 1/2" 1'-11 1/2"

4' -3

2' -1

W-2W-3W-4

-0

±2'-2"±7'-3 1/2"±2'-4 1/2"±3'-4"±2'-4 1/2"±7'-5"

7' -0

1' -8

IG-10

IG-10IG-10

IG-10

IG-11 IG-11

FIN FL

NOTE: ALL STOREFRONT FRAMING IS

TO BE 2" UNLESS OTHERWISE NOTED

SF-7

7' -0

-0

3'-4"

3'-0" ±3'-0"

SF-8

5'-4"

5' -4

IG-10

3'-4"

3'-0"

7' -0

-4

IG-10

SF-9

Storefront Elevations (Alternate #2)

SF-10SF-11

-3

±11'-0"

EQEQEQ

-0

±13'-0"

EQEQEQEQ

IG-10

7' -0

1' -8

AS SCHED

FIN FL

IG-11

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A0-03_Schedules.dwg - 3/8/2024 8:13:49 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

SCHEDULES,

DOOR, WINDOW

& FRAME

ELEVATIONS

A0-03

CJJ

MATERIAL DESIGNATION SIZE ACTUAL SIZE

3 5/8" 5 5/8" 7 5/8"

11 5/8"

SPACING

1 1/2" 2 1/2" 3 1/2" 5 1/2"

MASONRY

WOOD STUDS &

FURRING

N/A

16" O.C.1 3/4"

1. "WALL" AND "PARTITION" ARE USED TO DENOTE EITHER WALLS OR PARTITIONS AND ARE USED

INTERCHANGEABLY.

2. REFER TO STRUCTURAL FOR ALL REQUIRED REINFORCING AND FOR WALL CONNECTIONS TO

FLOORS AND ROOFS.

3. AT FIRE RATED WALLS FILL ALL VOIDS, PENETRATIONS ETC. AND SEAL - REFER TO DRAWING

A0-02 LIFE SAFETY PLANS & CODE INFORMATION FOR ALL PARTITION FIRE RATINGS.

4. WHERE A WALL RUNS PARALLEL TO THE DIRECTION OF A ROOF / FLOOR FRAMING MEMBER AND

DOES NOT ALIGN WITH THE MEMBER, PROVIDE BETWEEN THE FRAMING MEMBERS @ 48" O.C.

MAX. TO ATTACH TO.

5. REFER TO ROOM FINISH SCHEDULE FOR WALL FINISHES AND WALL BASE.

6. PARTITION TYPE:

WALL TYPE GENERAL NOTES:

PARTITION TYPE 'D2': SAME AS TYPE 'D' WITHOUT ACOUSTICAL

BATT INSULATION OR ACOUSTICAL SEALANT

PARTITION TYPE 'D3': SAME AS TYPE 'D2' WITH NEW GYP BOARD

ON ONE SIDE ONLY

GRAPHIC TAG

#X#

PARTITION SERIES

ASSEMBLY RATING

S = SMOKE PARTITION

0 = NON-RATED

1 = 1-HR FIRE RATED

2 = 2-HR FIRE RATED

3 = 30-MIN FIRE RATED

SIZE DESIGNATOR

(SEE TABLE BELOW)

7. SUBSTITUTE TILE BACKING BOARD AT LOCATIONS TO RECEIVE A TILE WALL FINISH

8. ALL NON-LOAD BEARING METAL WALL FRAMING SHALL BE BASED ON TOTAL STUD HEIGHT

9. AT INTERSECTIONS OF DIS-SIMILAR PARTITION TYPES, THE HIGHEST RATED PARTITION IS TO RUN

THROUGH THE INTERSECTION TO MAINTAIN ENCLOSURE

10. FIRE-RATED PARTITIONS SHALL BE CONSTRUCTED ACCORDING TO THE FIRE TEST INDICATED. NO

SUBSTITUTIONS OF MATERIALS OR DEVIATIONS FROM CONSTRUCTION ARE ALLOWED.

ADDITIONAL LAYERS MAY BE REQUIRED FOR ACOUSTICAL OR OTHER REASONS AND MUST BE

EXECUTED AS SHOWN

11. STC RATINGS ARE MINIMUM ACOUSTICAL PERFORMANCE REQUIREMENT. SPECIFIC ACOUSTICAL

TESTS ARE GIVEN FOR REFERENCE ONLY. SOUND ATTENUATION BLANKET THICKNESS SHALL BE

AS FOLLOWS:

11.A. 1 1/2" FOR PARTITIONS WITH 1 5/8" AND 2 1/2" STUDS (INCLUDING SHAFTWALLS)

11.B. 3" FOR PARTITIONS WITH 3 5/8", 4" OR 6" STUDS UON

11.C. 3" FOR SHAFTWALLS WITH 4" OR 6" STUDS UON

11.D. AS REQUIRED FOR FIRE RATING

12. AT ALL FIRE RATED WALL CONSTRUCTION, PROVIDE SIGNAGE ABOVE THE ADJACENT

ACCESSIBLE CEILING THAT STATES: "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS."

THE LETTERS ARE TO BE 3" HIGH MIN. AND ARE TO BE STENCILED IN PAINT DIRECTLY ONTO THE WALL. LOCATE THE SIGNS 30'-0" O.C. MAXIMUM. AND NO MORE THAN 15'-0" FROM THE END OF

EACH WALL. (PER MBC 703.7)

PARTITION SERIES 'A'

SCALE: 1" = 1'-0"

4 3/4" 0A4

0A6

- 5/8" GYP BOARD

- 2X WD FRAMING @ 16" O.C.

- 5/8" GYP BOARD

BASE AS SCHEDULED

UNDERSIDE OF FLOOR JOIST OR ROOF RAFTER

CEILING AS SCHEDULED

6 3/4"

PARTITION SERIES 'B'

SCALE: 1" = 1'-0"

4 3/4" 0B4

0B6

- 5/8" GYP BOARD

- 2X WD FRAMING @ 16" O.C.

- 3 1/2" ACOUSTICAL BATT INSULATION

- 5/8" GYP BOARD

BASE AS SCHEDULED

UNDERSIDE OF FLOOR JOIST OR ROOF RAFTER

CEILING AS SCHEDULED

6 3/4"

0C2

0C3

- 5/8" GYP BOARD

- 2X WD FRAMING @ 16" O.C.

- 5/8" GYP BOARD

BASE AS SCHEDULED

UNDERSIDE OF FLOOR JOIST OR ROOF RAFTER

CEILING AS SCHEDULED

PARTITION SERIES 'C'

SCALE: 1" = 1'-0"

4 1/8"

6 1/8"

0C4

0C6

2 1/8"

3 1/8"

ACOUSTICAL SEALANT, BOTH SIDES

PARTITION SERIES 'D'

SCALE: 1" = 1'-0"

- NEW 1/2" GYP BOARD

- EXISTING 2X WD FRAMING TO REMAIN

- NEW 3 1/2" ACOUSTICAL BATT INSULATION

- NEW 1/2" GYP BOARD

BASE AS SCHEDULED

UNDERSIDE OF FLOOR JOIST OR ROOF RAFTER

CEILING AS SCHEDULED

ACOUSTICAL SEALANT, BOTH SIDES

VIF D1 D2

PARTITION SERIES 'E'

SCALE: 1" = 1'-0"

6 1/8" 1E4

1E6

- 5/8" GYP BOARD

- ISOLATION CLIPS @ 24" O.C. VERT

- 2X WD FRAMING @ 16" O.C.

- 3 1/2" ACOUSTICAL BATT INSULATION

- 5/8" GYP BOARD

BASE AS SCHEDULED

UNDERSIDE OF FLOOR JOIST OR ROOF RAFTER

CEILING AS SCHEDULED

8 1/8"

ACOUSTICAL SEALANT, BOTH SIDES

UL #U305, STC-57

1A4 UL #U305

1A6 UL #U305

DASHED LINE IN PLAN INDICATES SIDE OF

WALL TO RECEIVE ISOLATION CLIPS

PARTITION SERIES 'F'

SCALE: 1" = 1'-0"

4 3/4" F

- 5/8" GYP BOARD

- 2X WD FRAMING @ 16" O.C.

- 5/8" GYP BOARD

TOP OF WALL TO REMAIN UNFINISHED

EXTEND STUD DOWN THROUGH

SUBFLOOR AT END OF WALL AND

SECURE TO FLOOR JOIST OR BRIDGING

3' -6

0C1 1 3/8"

D13" = 1'-0"

3" = 1'-0"

WOOD DOOR HEAD AT STUD WALL

DOOR

WD FRAME AS SCHED. - ANCHOR

TO WALL AS REQUIRED

GYP BD AS SCHEDULED

REFER TO WALL TYPES

FOR THICKNESS

2X4 WD HEADER

WOOD DOOR JAMB AT STUD WALL D2

DOOR

WD FRAME AS SCHED. - ANCHOR

TO WALL AS REQUIRED

GYP BD AS SCHEDULED

KING & CRIPPLE STUDS

SHIM AS REQUIRED

FULL-SADDLE

ALUM. THRESHOLD

CENTERED IN DOOR

FRAME

DOOR AS

SCHEDULED

T16" = 1'-0"FULL SADDLE THRESHOLD

3" = 1'-0"

3" = 1'-0"HM HEAD / SILL AT STUD WALL

DOOR AS SCHEDULED

HM FRAME AS SCHEDULED

ANCHORED TO STUDS AS REQ'D

ANCHOR CLIPS

GYP BD AS SCHEDULED

REFER TO WALL TYPES

FOR THICKNESS

2X4 WD HEADER

HM JAMB @ STUD WALL

HM FRAME ANCHORS

HM FRAME AS SCHEDULED -

ANCHORED TO STUDS AS REQ'D

DOOR AS SCHEDULED

GYP BOARD AS SCHEDULED

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A0-04_Wall Types & Opening Details.dwg - 3/8/2024 8:13:05 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

WALL TYPES &

OPENING DETAILS

A0-04

A1-02

UNEXCAVATED

7 7

10 11

15 15

TYP THIS WALL

20 TYP @ CEILING

TYP ALL WALLS &

CEILING IN 23154

20 TYP ALL WALLS

22 TYP 2ND FLOOR WALLS,

FLOOR & CEILING

1 1

TYP

27 27

KEY NOTE 5A TO EDGE OF NEW LOW

FLOOR - COORD W/ NEW WORK

34 34 34

34 34

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A1-01_Demo Floor Plans.dwg - 3/8/2024 8:14:06 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

First Floor Demolition Plan 1/8" = 1'-0"

DEMOLITION

PLANS

A1-01

Second Floor Demolition Plan 1/8" = 1'-0"

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED AND VERIFY

IN FIELD. IF A CONFLICT IS ENCOUNTERED OR A REQUIRED DIMENSION

IS NOT PROVIDED, REQUEST A CLARIFICATION FROM THE ARCHITECT.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS WITH

FLOOR PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK.

C. ALL DEMOLITION DRAWINGS & DETAILS ARE PROVIDED TO SHOW THE

GENERAL SCOPE OF THE DEMOLITION WORK. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO PERFORM ALL DEMOLITION WORK NECESSARY TO

ACCOMPLISH NEW WORK. THE DEMOLITION DRAWINGS AND DETAILS

MAY NOTE TYPICAL ITEMS IN SOME AREAS, WHICH APPLY IN OTHER

AREAS (AND ARE DESIGNATED WITH DASHED LINES) COORDINATE ALL

DEMOLITION WORK WITH ALL ARCHITECTURAL, CIVIL, STRUCT, MECH

AND ELEC DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO

REFERENCE ALL DRAWINGS & SPECIFICATIONS TO CONFIRM EXTENT

OF DEMOLITION WORK.

D. ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS AND SAFETY

PRECAUTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

E. DISPOSE OF ALL DEMOLITION MATERIALS LEGALLY OFF-SITE, U.O.N.

F. ASBESTOS AND OTHER HAZARDOUS MATERIALS WILL BE REMOVED BY

OWNER'S ABATEMENT CONTRACTOR PRIOR TO START OF

CONSTRUCTION. IF ANY SUSPECTED HAZARDOUS MATERIAL IS

ENCOUNTERED, STOP WORK IN THAT AREA AND IMMEDIATELY INFORM

THE OWNER & ARCHITECT

G. REMOVE ALL INTERIOR FURNISHINGS, REFUSE, APPLIANCES, OBJECTS

ETC. REMAINING AT START OF DEMOLITION.

DEMO PLAN KEY NOTES:

GENERAL NOTES:

1 EXISTING COLUMN TO REMAIN

EXISTING MASONRY PIER TO REMAIN

BACK BAR MILLWORK TO BE RESTORED OFF-SITE - PROTECT

HATCHED AREA OF CONC SLAB TO BE SAWCUT & REMOVED AS

REQ'D FOR UNDER-SLAB WORK. COORD W/ MECHANICAL.

REMOVE FACE BRICK & CMU WALL W/ INTERIOR WD FURRING

COMPLETE DOWN TO 99'-4". SALVAGE BRICK FOR REINSTALLATION.

REMOVE MASONRY WALL W/ INTERIOR WD FURRING COMPLETE

DOWN TO 100'-0".

REMOVE INFILLED BRICK & CMU FROM EXISTING OPENING - SEE

DEMO ELEVATION.

SAWCUT NEW OPENING IN MASONRY WALL - SHORE AS REQ'D, SEE

STRUCT. SEE NEW WORK PLANS FOR DIMENSIONS.

REMOVE BRICK CHIMNEY DOWN TO 6" BELOW WD-FRAMED FLOOR

BEARING ELEVATION. SALVAGE BRICK FOR REINSTALLATION.

REMOVE STUD WALL COMPLETE INCL DOORS / WINDOWS WITHIN

WALL, OR A PORTION THEREOF AS INDICATED ON PLAN.

REMOVE FURRED-OUT CONSTRUCTION FROM FACE OF MASONRY

HATCHED AREA OF WOOD JOISTS & WD DECKING OF FLOOR OR

ROOF STRUCTURE TO BE REMOVED COMPLETE - SEE STRUCT

REMOVE PORTION OF WD FRAMING AS REQ'D FOR NEW OPENING.

SHORE AS REQUIRED.

REMOVE WOOD STAIR COMPLETE

REMOVE CASEWORK COMPLETE

SHADED AREA OF ASPHALTIC ROOF ASSEMBLY TO BE REMOVED

COMPLETE DOWN TO DECK INCLUDING ALL FLASHING &

ASSOCIATED COMPONENTS

HATCHED AREA OF ASPHALT SHINGLES & UNDERLAYMENT

COMPLETE DOWN TO DECK

REMOVE CLAY CROCK PARAPET CAP

REMOVE HM DOOR & FRAME COMPLETE

REMOVE ALUM STOREFRONT SYSTEM & MASONRY LOW WALL

BELOW COMPLETE

REMOVE ALL GYP BD / PLASTER & LATH / WD FURRING / WD

PANELING FROM WALL / CEILING COMPLETE, DOWN TO WD

FRAMING.

SHADED AREA OF FLOOR TILE TO BE REMOVED COMPLETE DOWN

TO SLAB

REMOVE FLOOR FINISH COMPLETE DOWN TO SLAB / DECK

METAL PAN CEILING & TRIM TO BE CAREFULLY REMOVED &

SALVAGED FOR RESTORATION

REMOVE FINISHES FROM WD COLUMN

REMOVE SUSPENDED ACOUSTICAL CEILING COMPLETE

REMOVE WD CLAPBOARDS & TRIM FROM 2ND FLOOR WALLS &

ROOF COMPLETE

REMOVE WINDOW & PLYWOOD COVERING FROM ROUGH OPENING

COMPLETE

REMOVE CMU WELL & MTL GRATE AT GRADE

REMOVE PORTION OF MASONRY WALL BELOW INFILL DOWN TO

BELOW SLAB - COORD W/ NEW WORK

REMOVE CONC SIDEWALK & EXPOSE EXISTING BUILDING FOOTING

IF PRESENT

REMOVE EXISTING CEMENTITIOUS FINISH BACK TO MASONRY

REMOVE ALL FOOD SERVICE EQUIPMENT COMPLETE

SHADED WALLS - STRUCTURE IN THIS AREA TO BE VERIFIED IN

FIELD PRIOR TO DEMOLITION. ON-SITE CONFERENCE REQUIRED

WITH ARCHITECT AND STRUCTURAL ENGINEER ONCE ALL FINISHES

HAVE BEEN REMOVED AND UNDERLYING STRUCTURE IS EXPOSED.

SEE SPECS.

EXISTING WOOD STUD WALL FRAMING TO REMAIN

CJJ

Basement Demolition Floor Plan 1/8" = 1'-0"

Demolition Roof Plan 1/8" = 1'-0"

FIRST FLOOR

100'-0"

FIRST FLOOR

100'-0"

SECOND FLOOR

±111'-6"

SECOND FLOOR

±111'-6"

EXISTING BACK FLOOR

±101'-4"

3 8

4 4 79 9

10 1112

12 13

14 13 15

161616 1

CHIMNEY

±126'-0"

CHIMNEY

±126'-0"

5 51717

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A1-02_Demo Exterior Elevations.dwg - 3/8/2024 8:13:52 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

West Demolition Elevation 1/4" = 1'-0"

A1-01

DEMOLITION

EXTERIOR

ELEVATIONS

A1-02

North Demolition Elevation 1/4" = 1'-0"

A1-01

CJJ

A. DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED AND VERIFY

IN FIELD. IF A CONFLICT IS ENCOUNTERED OR A REQUIRED DIMENSION

IS NOT PROVIDED, REQUEST A CLARIFICATION FROM THE ARCHITECT.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS WITH

FLOOR PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK.

C. ALL DEMOLITION DRAWINGS & DETAILS ARE PROVIDED TO SHOW THE

GENERAL SCOPE OF THE DEMOLITION WORK. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO PERFORM ALL DEMOLITION WORK NECESSARY TO

ACCOMPLISH NEW WORK. THE DEMOLITION DRAWINGS AND DETAILS

MAY NOTE TYPICAL ITEMS IN SOME AREAS, WHICH APPLY IN OTHER

AREAS (AND ARE DESIGNATED WITH DASHED LINES) COORDINATE ALL

DEMOLITION WORK WITH ALL ARCHITECTURAL, CIVIL, STRUCT, MECH

AND ELEC DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO

REFERENCE ALL DRAWINGS & SPECIFICATIONS TO CONFIRM EXTENT

OF DEMOLITION WORK.

D. ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS AND SAFETY

PRECAUTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

E. DISPOSE OF ALL DEMOLITION MATERIALS LEGALLY OFF-SITE, U.O.N.

F. ASBESTOS AND OTHER HAZARDOUS MATERIALS WILL BE REMOVED BY

OWNER'S ABATEMENT CONTRACTOR PRIOR TO START OF

CONSTRUCTION. IF ANY SUSPECTED HAZARDOUS MATERIAL IS

ENCOUNTERED, STOP WORK IN THAT AREA AND IMMEDIATELY INFORM

THE OWNER & ARCHITECT

G. REMOVE ALL INTERIOR FURNISHINGS, REFUSE, APPLIANCES, OBJECTS

ETC. REMAINING AT START OF DEMOLITION.

DEMO ELEVATION KEY NOTES:

GENERAL NOTES:

1 EXISTING DECORATIVE BRICK TO REMAIN - PROTECT DURING DEMO

APPROX PORTION OF MASONRY TO BE REMOVED FOR LINTEL

REPLACEMENT - COORD W/ STRUCTURAL

REMOVE MASONRY WALL COMPLETE DOWN TO 100'-0". SALVAGE

BRICK FOR REINSTALLATION.

REMOVE INFILLED BRICK & CMU FROM EXISTING OPENING

REMOVE BACKER BOARD & RESIDUAL MORTAR BACK TO MASONRY

/ WOOD FRAMING

REMOVE BRICK CHIMNEY DOWN TO ELEVATION 100'-0". SALVAGE

BRICK FOR REINSTALLATION.

REMOVE STUD WALL COMPLETE INCL DOORS / WINDOWS WITHIN

WALL, OR A PORTION THEREOF AS INDICATED ON PLAN.

WOOD-FRAMED ROOF STRUCTURE TO BE REMOVED COMPLETE

ASPHALT SHINGLES & UNDERLAYMENT COMPLETE DOWN TO DECK

- SEE DEMO ROOF PLAN

REMOVE HM DOOR & FRAME COMPLETE

REMOVE ALUM STOREFRONT SYSTEM & MASONRY LOW WALL

BELOW COMPLETE

REMOVE WD CLAPBOARDS & TRIM FROM 2ND FLOOR WALLS &

ROOF COMPLETE

REMOVE WINDOW & PLYWOOD COVERING FROM ROUGH OPENING

COMPLETE

REMOVE METAL SIGN & STRUCTURE COMPLETE

REMOVE METAL PANELS COMPLETE

MECHANICAL UNIT / VENT TO BE REMOVED - SEE MECH

REMOVE SOFFIT MATERIAL COMPLETE

NOT IN CONTRACT - PARKING LOT & SITEWORK BY OTHERS

EGRESS DOOR

RESTAURANT UTILITY / EGRESS DOOR

CONTINENTAL AVENUE

APARTMENT ENTRANCE / EGRESS

23146 VAN DYKE

(NOT IN CONTRACT)

4'-0"

NEW 4" REINF CONC PORCH SLAB &

MTL HANDRAILS - SEE FLOOR PLANS

RESTAURANT ENTRANCE / EGRESS

FIN FLOOR: ±624.65

=100'-0"

RAISED FLOOR OVER

BASEMENT

FIN FLOOR: ±625.94

±101'-3 1/2"

FIN FLOOR: ±624.65

=100'-0"

FIN FLOOR: ±624.65

=100'-0"

RESTAURANT

ENTRANCE / EGRESS

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A2-01_Architectural Site Plan.dwg - 3/8/2024 8:14:02 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

Architectural Site Plan - New Work 1" = 10'-0"

ARCHITECTURAL

SITE PLAN

A2-01

CJJ

A. DO NOT SCALE DRAWINGS. IF A CONFLICT IS ENCOUNTERED,

REQUEST A CLARIFICATION FROM THE ARCHITECT. DIMENSIONS

SHOWN ARE APPROXIMATE. ALL DIMENSIONS ARE TO BE FIELD

VERIFIED PRIOR TO FABRICATION OF ANY MATERIALS.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS

WITH SITE PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES AND PROTECT

THEM DURING CONSTRUCTION. PRIOR TO CONSTRUCTION, ALL

LOCATION AND DEPTHS OF EXISTING OVERHEAD AND

UNDERGROUND UTILITIES (IN CONFLICT WITH THE CONSTRUCTION

OF PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE FIELD.

CALL MISS DIG PRIOR TO STARTING ANY WORK.

D. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING

UTILITIES. ALL COSTS ASSOCIATED WITH RESTORATION OF UTILITIES

DAMAGED DURING CONSTRUCTION SHALL BE RESTORED AND/OR

REPLACED BY THE CONTRACTOR TO EQUAL OR BETTER CONDITION

THAN PRIOR TO CONSTRUCTION.

E. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT. ALL WORK AREAS

ARE TO BE PROPERLY BARRICADED AT ALL TIMES.

F. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE

OWNER'S OPERATIONS AND OTHER TRADES WORKING IN THE AREA.

G. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE FROM SITE

AND LEGALLY DISPOSE OF ANY DEBRIS, ASPHALT, CONCRETE,

EXCESS EXCAVATED MATERIAL, ETC. AS A PART OF THE CONTRACT.

H. THE CONTRACTOR IS RESPONSIBLE TO KEEP PAVED AREAS CLEAN

AT ALL TIMES. DIRT TRACKED ONTO ADJACENT ROADS AND PAVED

WALKS SHALL BE CLEANED ROUTINELY.

I. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND

SEDIMENTATION CONTROL MEASURES. CONTRACTOR SHALL

REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT

STABILIZATION OF SLOPES, DITCHES AND OTHER EARTH CHANGES

HAVE BEEN ACCOMPLISHED.

LEGEND:

GENERAL NOTES:

UTILITY POLE

EXISTING ELEVATION

WATER SHUTOFF VALVE

AutoCAD SHX Text U

AutoCAD SHX Text 625.16

AutoCAD SHX Text 624.75

AutoCAD SHX Text 624.99

AutoCAD SHX Text 624.50

AutoCAD SHX Text 624.34

AutoCAD SHX Text 624.41

AutoCAD SHX Text 624.17

AutoCAD SHX Text 623.95

AutoCAD SHX Text 624.31

AutoCAD SHX Text 624.62

AutoCAD SHX Text 624.64

AutoCAD SHX Text 624.69

AutoCAD SHX Text 625.29

AutoCAD SHX Text 625.37

AutoCAD SHX Text G

AutoCAD SHX Text U

AutoCAD SHX Text 624.50

ASSEMBLY SPACE

FUTURE

MECH / ELEC

RESTROOM

MEN'S

RESTROOM

WOMEN'S

RESTROOM

ADA

MUD ROOM

A5-01

HALLWAY

ASSEMBLY SPACE

FUTURE

ASSEMBLY SPACE

FUTURE

KITCHEN

FUTURE

ASSEMBLY SPACE

FUTURE OFFICE /

EXISTING GYP BD ON WD STUDS TO

REMAIN & BE REPAIRED, TYP THIS WALL

M.O.

M.O. M.O.

102A

102B

A5-10

A6-02

A3-10

-8

SF-8

-2

-6

A5-01

0A4

1'-4"

11'-1"

1'-4"

3'-4"

A3-10

MAS

ALIGN MAS OPENING W/ FACE

OF EXISTING PILASTER

D3 D3 D3

0C1

TYP4

A3-10

8 8

SF-1

0B4

1C4

0B4

A3-10

1E4

1E6

A6-12

1A6

EXISTING DOOR JAMB

A6-12

0C3

±15'-10"±44'-7"

±2'-4"

'-5

1' -5

-4

1' -4

'-7

1' -5

4'-0"

4'-0" 3'-4"

'-2

'-9

'-5

±60'-5"

±30'-3"

'-1 1"

±22'-8"

'-1 1"

4'-4"

'-0

'-2

-4

1' -8

'-0

6'-8"5'-4"±3'-10"

2' -0

STAIRWELL

BASEMENT

STAIRWELL

APARTMENT

-7

-0

-7

A5-10

5' -4

-4

3' -4

-2

A6-01

A5-10

CLOSET

4'-0"

8' -6

A3-10

SF-5

SF-3

1' -6

-1

4' -1

0" 1'

-1 0"

1' -6

-1

-1 0"

1' -6

-0

1" 3'

-0

5' -0

3' -0

5'-0"

'-3

'-1 1"

8'-7"

8'-7" 3'-7" ±10'-11"

1' -0

3' -1

'-0

'-1

'-0

-0

0C3

DASHED LINE OF

FOUNDATION WALL

BELOW - SEE SECTION

4' -0

-1

3' -0

3'-8 1/2"

1C4

4'-8"

2' -5

±5'-8"

1E4

SIM

1C4

4'-0" 8'-11" M.O.

10 11

A6-12

A3-10

SIM

BASE BID

SF-10

ALTERNATE #

BASE BID

SF-11

ALT #

0C3

0C1

TYP

0C1

TYP

0C1

TYP

SIM

6'-0"

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A3-01_First Floor Plan.dwg - 3/8/2024 8:24:58 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

First Floor Plan 1/4" = 1'-0"

FIRST FLOOR PLAN

A3-01

A. DO NOT SCALE DRAWINGS. IF A CONFLICT IS ENCOUNTERED,

REQUEST A CLARIFICATION FROM THE ARCHITECT. DIMENSIONS

SHOWN ARE APPROXIMATE. ALL DIMENSIONS ARE TO BE FIELD

VERIFIED PRIOR TO FABRICATION OF ANY MATERIALS.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS

WITH FLOOR PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK.

C. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL

THICKNESSES ARE SHOWN NOMINAL - SEE WALL TYPES FOR

ACTUAL THICKNESS.

FLOOR PLAN KEY NOTES:

GENERAL NOTES:

1 EXISTING COLUMN TO REMAIN

EXISTING MASONRY PIER TO REMAIN

HATCHED AREA OF NEW INFILL CONC SLAB WHERE SLAB WAS

REMOVED FOR UNDER-SLAB WORK. REPLACE W/ CONC TO MATCH

EXISTING THICKNESS (4" MIN) & FINISH ON VAPOR BARRIER.

CONC MASS ENTRANCE SLAB, TYP 4'-0" X 3'-6" - SEE STRUCT

NEW CONC PORCH SLAB & FOUNDATION WALLS

INFILL DEPRESSION IN CONC SLAB FROM REMOVED WALL W/ NEW

CONC TO BE FLUSH W/ T.O. SLAB

GRIND FLOOR / PROVIDE FLOOR PREP AT NEW OPENINGS - SEE

ALLOWANCE ##

NEW OPENING IN STRUCTURAL MAS WALL - SEE STRUCT

INFILL OPENING IN FOUNDATION WALL W/ NEW CMU TO MATCH

EXIST THICKNESS

WOOD-FRAMED STAIRS

WOOD HANDRAILS

SHADED AREA OF NEW WD-FRAMED FLOOR CONSTRUCTION - SEE

STRUCT

ALTERNATE #1: PT WD DECK & SLEEPERS ON ROOF SYSTEM W/ PT

WOOD GUARDRAIL

NEW FIBER-CEMENT CLAPBOARD & RIGID INSUL ON EXIST

SHEATHING

NEW STOREFRONT SYSTEM ON EXIST MAS LOW WALL - TO BE VIF.

EXIST COLS MAY BE FOUND IN INFILL WALL UPON DEMO.

BASE BID: OVERHEAD SECTIONAL DOOR

ALTERNATE #2: PROVIDE ALUM STOREFRONT IN LEIU OF

OVERHEAD DOOR

CURB-MOUNTED SKYLIGHT & WD-FRAMED LIGHT SHAFT

STRIP DETERIORATING PNT FROM CMU, PREP & RE-PAINT WALL

METAL HANDRAILS

FIBERGLASS SHOWER BASE & WALLS W/ GLASS ENCLOSURE -

COORD W/ MECHANICAL

TOILET PARTITIONS

RECESSED WASHING MACHINE OUTLET BOX - SEE MECH

FRAME NEW OPENING IN EXIST WOOD STUD-FRAMED WALL WITH

NEW HEADERS & TRIMMER STUDS.

NEW THICKENED SLAB - SEE STRUCTURAL

36"W VANITY CABINET W/ SOLID SURFACE TOP & INTEGRAL SINK -

SEE MECH FOR FAUCET.

DINING

KITCHEN /

BEDROOM

LIVING

BEDROOM

MASTER

CLOSET

BATHROOM

HALLWAY

BASEMENT

STAIRWELL

APARTMENT

DECK

A5-10

A6-02

SIM, OPP

HAND

A3-10

1 A8-01

A5-01

SIM, OPP

HAND

CLOSET

201 200

MECHANICAL

CLOSET

W-2 W

-1

W-4 S-1

S-1

W-3

S-1

±9'-10" 2'-0" 1'-4" 8'-5" 6'-1"± 7'

-8

3' -8

4' -1

3'-7" 2'-4"

A6-01

4" 3'

-0

1' -4

2'-6"

6'-11 1/2"

±14'-11" ±9'-10"

3'-0"

EQ EQ 3'-4" MIN

A5-10

A3-10

TYP

±2'-8"

'-6

3' -6

-6

3' -0

'-5

2' -0

'-0

-8

±2'-0" ±2'-0" 2'-6" 2'-6"

2'-6"

'-7

10'-7"

±8'-3"

D0B4 0B4

0B4

0A4 0B4

0B4

A3-10

REMOVABLE RAIL SECTION

FOR ROOF ACCESS

1A6

W -1

W-2 W-2

W-4W-4

±2'-0"

±2'-8" ±2'-8"

2' -8

EQEQ

EQ EQ

1'-6"

LOW HEADROOM

A5-10

3'-6"

0A4

CENTER

ON STAIR

3" 1'-8" 5"

EX DOOR JAMB

Statement of Intellectual Property

65 MARKET STREET

MOUNT CLEMENS, MI 48043

P 586.469.3600

PARTNERS in Architecture, PLC

CONSULTANT

OWNER

PROJECT NAME

ISSUES / REVISIONS

DRAWN BY

CHECKED BY

APPROVED BY

SHEET NO.

SHEET NAME

KEY PLAN

PROJECT NO.

City of Warren TIFA

Van Dyke Mixed-Use Rehabilitation

23150, 23154 & 23158 Van Dyke Ave Warren, MI 48089

22-149

Bidding / Construction 3/8/2024

MAM

P:\2022\22-149-City of Warren TIFA – Van Dyke Mixed Use\01_Drawings\A3-02_Basement & 2nd Floor Plans.dwg - 3/8/2024 8:13:28 AM - Chris Jewett

THIS DRAWING IS NOT TO BE USED FOR

CONSTRUCTION UNLESS ISSUED BELOW

SPECIFICALLY FOR "BIDDING / CONSTRUCTION"

23158

23154

23150

NORTH

Second Floor Plan 1/4" = 1'-0"

SECOND FLOOR &

BASEMENT FLOOR

PLANS

A3-02

A. DO NOT SCALE DRAWINGS. IF A CONFLICT IS ENCOUNTERED,

REQUEST A CLARIFICATION FROM THE ARCHITECT. DIMENSIONS

SHOWN ARE APPROXIMATE. ALL DIMENSIONS ARE TO BE FIELD

VERIFIED PRIOR TO FABRICATION OF ANY MATERIALS.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS

WITH FLOOR PLAN AND EXISTING BUILDING CONDITIONS PRIOR TO

STARTING ANY WORK.

C. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL

THICKNESSES ARE SHOWN NOMINAL - SEE WALL TYPES FOR

ACTUAL THICKNESS.

FLOOR PLAN KEY NOTES:

GENERAL NOTES:

1 EXISTING COLUMN TO REMAIN

EXISTING MASONRY PIER TO REMAIN

HATCHED AREA OF NEW INFILL CONC SLAB WHERE SLAB WAS

REMOVED FOR UNDER-SLAB WORK. REPLACE W/ CONC TO MATCH

EXISTING THICKNESS (4" MIN) & FINISH ON VAPOR BARRIER.

CONC MASS ENTRANCE SLAB, TYP 4'-0" X 3'-6" - SEE STRUCT

NEW CONC PORCH SLAB & FOUNDATION WALLS

INFILL DEPRESSION IN CONC SLAB FROM REMOVED WALL W/ NEW

CONC TO BE FLUSH W/ T.O. SLAB

GRIND FLOOR / PROVIDE FLOOR PREP AT NEW OPENINGS - SEE

ALLOWANCE ##

NEW OPENING IN STRUCTURAL MAS WALL - SEE STRUCT

INFILL OPENING IN FOUNDATION WALL W/ NEW CMU TO MATCH

EXIST THICKNESS

WOOD-FRAMED STAIRS

WOOD HANDRAILS

SHADED AREA OF NEW WD-FRAMED FLOOR CONSTRUCTION - SEE

STRUCT

ALTERNATE #1: PT WD DECK & SLEEPERS ON ROOF SYSTEM W/ PT

WOOD GUARDRAIL

NEW FIBER-CEMENT CLAPBOARD & RIGID INSUL ON EXIST

SHEATHING

NEW STOREFRONT SYSTEM ON EXIST MAS LOW WALL - TO BE VIF.

EXIST COLS MAY BE FOUND IN INFILL WALL UPON DEMO.

BASE BID: OVERHEAD SECTIONAL DOOR

ALTERNATE #2: PROVIDE ALUM STOREFRONT IN LEIU OF

OVERHEAD DOOR

CURB-MOUNTED SKYLIGHT & WD-FRAMED LIGHT SHAFT

STRIP DETERIORATING PNT FROM CMU, PREP & RE-PAINT WALL

METAL HANDRAILS

FIBERGLASS SHOWER BASE & WALLS W/ GLASS ENCLOSURE -

COORD W/ MECHANICAL

TOILET PARTITIONS

RECESSED WASHING MACHINE OUTLET BOX - SEE MECH

FRAME NEW OPENING IN EXIST WOOD STUD-FRAMED WALL WITH

NEW HEADERS & TRIMMER STUDS.

NEW THICKENED SLAB - SEE STRUCTURAL

36"W VANITY CABINET W/ SOLID SURFACE TOP & INTEGRAL SINK -

SEE MECH FOR FAUCET.

CJJ

Basement Floor Plan 1/4" = 1'-0"

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

A3-01

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

A3-01

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

A3-01 Plan Detail

1 1/2" = 1'-0"

A3-01 Plan Detail 1 1/2" = 1'-0"

A3-01

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

A3-01

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

A3-01

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

A3-01

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

A3-01

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

A3-01

- 5/8" ADHERED THIN BRICK VENEER

- MTL MASONRY SUPPORT PANEL W/

INTEGRAL DRAINAGE PLANE

- R5 MIN CONT RIGID INSULATION

- WEATHER-RESISTANT BARRIER

- 5/8" EXT-GRADE PLYWOOD SHEATHING

- 2X6 WD STUDS @ 16" O.C.

- R19 MIN FIBERGLASS BATT INSUL

- 2X HORIZ WD FURRING @ 16" O.C. VERT

- 5/8" GYP BOARD

- 5/8" ADHERED THIN BRICK VENEER

- MTL MASONRY SUPPORT PANEL W/

INTEGRAL DRAINAGE PLANE

- WEATHER-RESISTANT BARRIER

- NEW 5/8" PLYWOOD SHEATHING

- EXISTING WALL CONSTRUCTION, VIF

ALUMINUM STOREFRONT FRAME -

SHIM AS REQ'D

WD BLOCKING

WRAP WEATHER-RESISTANT

BARR BEHIND DR FRAME

CONT SEALANT ALL AROUND,

BOTH SIDES NEW 5/8" GYP BD - ON EXISTING

WALL CONSTR OR WD FURRING

AS REQ'D TO BE IN PLANE W/

SURFACE OF WALL ABOVE

EXISTING GYP BD & WD STUDS

CONT SEALANT ON

BACKER ROD @ JNT W/

NEIGHBORING BUILDING

MTL MAS SUPPORT

CORNER PLATE

ALUMINUM STOREFRONT FRAME -

SHIM AS REQ'D

WD BLOCKING

WRAP WEATHER-RESISTANT

BARR BEHIND DR FRAME

CONT SEALANT ALL AROUND,

BOTH SIDES

MTL MAS SUPPORT CORNER PLATE

DOUBLE STUD

OVERHEAD SECTIONAL DOOR & FRAME,

ANCHORED TO WD STUDS PER

MANUFACTURER'S REQUIREMENTS

LINE OF SILL BELOW

DASHED LINE OF WALL BELOW SILL

1'-3 5/8"

10 3/8"

INSIDE EDGE OF THIN BRICK

TO BE FINISHED

CONT SEALANT ON BACKER ROD

- 5/8" ADHERED THIN BRICK VENEER

- MTL MASONRY SUPPORT PANEL W/

INTEGRAL DRAINAGE PLANE

- WEATHER-RESISTANT BARRIER

- EXISTING WALL CONSTRUCTION - VIF 1'

-4

1'-3 5/8"

REFER TO DETAIL 2 THIS SHEET

FOR SIMILAR / TYPICAL NOTES

-5

EXISTING FACE BRICK

WRAP WEATHER-RESISTANT BARRIER

BEHIND INSUL AT JNT W/ EXIST CONSTR

NEW 5/8" GYP BD ON WD STUDS TO

MATCH EXISTING DEPTH

NEW 5/8" GYP BD ON 2X3 WD STUDS

BRAKE MTL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 1, 2025.