2026-010B Drawings.pdf

PDF 15 MB Posted Jul 17, 2025

Attached to: Kingman Museum Phase 1: Restoration and New Roof
Solicitation number: 2026-010B
Issued by: Calhoun County, Michigan

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2026-010B Kingman Museum Phase 1 Restoration and New Roof FRONT END.docx	DOCX document	Jul 17, 2025
2026-010B Project Manual.pdf	PDF	Jul 17, 2025

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USE AND OCCUPANCY

CLASSIFICATION(S)

A-3/ B OCCUPANCY (EXISTING)

ITEM DESCRIPTION CODE REFERENCE

CONSTRUCTION TYPE: TYPE IIB (NON-SPRINKLERED)

ALLOWABLE HEIGHT: ACTUAL HEIGHT: 2 STORY ABOVE GRADE ; 19 FEET

BUILDING ELEMENTS: FIRE

RESISTIVE REQUIREMENTS

PRIMARY STRUCTURAL FRAME:

BEARING WALLS INTERIOR/EXTERIOR:

NON-BEARING WALLS EXTERIOR:

NON-BEARING WALLS INTERIOR:

FLOORS & SECONDARY MEMBERS:

ROOFS & SECONDARY MEMBERS:

SHAFT ENCLOSURES:

NON-RATED

2 HOUR

ELEVATORS EXISTING ELEVATOR IS NOT IN SCOPE OF WORK

AUTOMATIC SPRINKLER

SYSTEMS

NO EXISTING AUTOMATIC SPRINKLER SYSTEM

STANDPIPE SYSTEMS N/A

FIRE ALARM & DETECTION

SYSTEMS

EXISTING TO REMAIN AS IS, NO SCOPE OF WORK.

SMOKE CONTROL SYSTEMS

REFERENCE CODES GENERAL ADMINISTRATION RULES

BUILDING CODE:

2021 MICHIGAN BUILDING CODE (2021 INTERNATIONAL BUILDING CODE W/ STATE AMENDMENTS) Latest addition built in 1971

PLUMBING CODE:

2021 MICHIGAN PLUMBING CODE (IPC 2021 WITH STATE AMENDMENTS)

MECHANICAL CODE:

2021 MICHIGAN MECHANICAL CODE (2021 IMC WITH STATE AMENDMENTS)

ELECTRICAL CODE:

2023 MICHIGAN ELECTRICAL CODE (2023 NFPA 70 WITH STATE AMENDMENTS)

FIRE/LIFE SAFETY CODE:

2012 MICHIGAN LIFE SAFETY CODE

ACCESSIBILITY CODE:

2017 MICHIGAN ACCESSIBILITY CODE (2017 ANSI A117.1) WITH STATE AMENDMENTS

ENERGY CODE:

2021 MICHIGAN ENERGY CODE - COMMERCIAL - ASHRAE 90.1- 2013

ITEM DESCRIPTION

CODE ANALYSIS SUMMARY

SCOPE OF PROJECT DESCRIPTION PHASE I: RESTORATION & NEW ROOF SCOPE OF WORK INCLUDES REMOVAL AND REPLACEMENT

OF EXISTING ROOF SYSTEM, INCLUDING MEMBRANE AND ROOF DRAINS WITH STORMWATER TIE-

IN. WORK INCLUDES ALL FLASHING, PARAPET DETAILING, AND A NEW ROOF HATCH INCLUDING

SUBSEQUENT FALL PROTECTION. AS PART OF WORK, THERE WILL BE PARTIAL LIMESTONE AND

MASONRY RESTORATION INCLUDED THAT COINCIDES WITH REROOFING PROJECT AS DETAILS IN

THE CONSTRUCTION DOCUMENTS.

PORTABLE FIRE EXTINGUISHERS

CLASS RATING FOR INTERIOR

WALL AND CEILING FINISH

REQUIREMENTS BASED ON

OCCUPANCY AND BUILDING

SPRINKLER SYSTEMS.

EXIT ENCLOSURES:

CORRIDORS:

ROOMS & ENCLOSED SPACES:

CLASS

A A C

ACTUAL FLOOR AREA:

SPRINKLED

CLASS FLAME SPREAD SMOKE DEVELOPED RATING

A 0-25 0-450

B 26-75 0-450

C 76-200 0-450

Chapter 3 Section 303.3 & 304.1 Group B & A

Chapter 6 Section 602.2 Table 601 Table 602

Table 601

Table 602

Section 713.4

Section 905

Section 906

See F.E. Notes Section 907

Section 909

Section 803.9

MEZZANINE: 2,170 SF

FIRST FLOOR : 2,675 SF NET / 3,160 GROSS

BASEMENT: 3,430 SF NET

SUB-BASEMENT: 955 SF NET

EXISTING TOTAL: 8,330 SF NET

ROOF : 2,925 SF

EXISTING TO REMAIN AS IS, NO SCOPE OF WORK.

N/A

NORTHWEST JR HIGH SCHOOL

ROSENEATH AVE.

PROJECT SITE

LEILA ARBORETUM A QR code is provided on these construction documents to allow bidders access to a digital building scan for general reference purposes only. The scan is intended to assist in visualizing existing conditions but shall not be relied upon for exact dimensions, construction details, or scope verification.

All bidders are solely responsible for conducting their own site visits and field verification of all existing conditions and dimensions. The accuracy or completeness of the building scan is not guaranteed, and any reliance on it is at the bidder’s own risk. Discrepancies between the scan and actual site conditions shall not be considered grounds for change orders or claims.

CONSTRUCTION DOCUMENTS

All concepts, ideas, designs, plans and details as shown on this document are the sole property of Design Collaborative, Inc., and shall not be used for any purpose without their expressed written consent. The owner shall be permitted to retain copies for information and reference.

Lim it S t

Ba ttle

C re ek , M

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.01

E 1:

P1-G0.1

PHASE 1 - PROJECT

COVER SHEET

ISSUE DATE: 07/14/2025

Kingman Museum

CONSTRUCTION DOCUMENT SET

JULY 14, 2025

BATTLE CREEK, MI

GENERAL

P1-G0.1 PHASE 1 - PROJECT COVER SHEET

P1-G0.2 PHASE 1 - GENERAL INFORMATION

ARCHITECTURAL

P1-AD2.1 PHASE 1 - ROOF DEMOLITION PLAN

P1-AD2.2 PHASE 1 - DEMOLITION / RESTORATION AXON

P1-A1.3 PHASE 1 - FLOOR PLAN - SECOND LEVEL

P1-A2.1 PHASE 1 - ROOF PLAN

P1-A4.1 PHASE 1 - EXTERIOR ELEVATIONS

P1-A4.2 PHASE 1 - EXTERIOR ELEVATIONS

P1-A4.3 PHASE 1 - BUILDING SECTIONS

P1-A6.1 PHASE 1 - ENLARGED DETAILS

P1-A6.2 PHASE 1 - ENLARGED DETAILS

P1-A6.3 PHASE 1 - ENLARGED DETAILS

STRUCTURAL

P1-S.01 PHASE 1 - STRUCTURAL NOTES AND DETAILS

CIVIL

P1-C1.0 PHASE 1 - SITE PLAN

P1-C2.0 PHASE 1 - SITE DETAILS

MECHANICAL

P1-MD1.3 PHASE 1 - MECHANICAL DEMOLITION PLAN - ROOF

P1-M1.3 PHASE 1 - MECHANICAL PLAN - ROOF LEVEL

PLUMBING

P1-PD1.2 PHASE 1 - PLUMBING DEMOLITION PLAN - SECOND LEVEL

P1-PD1.3 PHASE 1 - PLUMBING DEMOLITION PLAN - ROOF LEVEL

P1-P1.0 PHASE 1 - PLUMBING PLAN - UNDERGROUND

P1-P1.1 PHASE 1 - PLUMBING PLAN - MAIN LEVEL

P1-P1.2 PHASE 1 - PLUMBING PLAN - SECOND LEVEL

P1-P1.3 PHASE 1 - PLUMBING PLAN - ROOF LEVEL

P1-P4.1 PHASE 1 - PLUMBING SCHEDULES

ELECTRICAL

P1-ED5.1 PHASE 1 - ELECTRICAL SITE DEMOLITION PLAN

P1-E1.0 PHASE 1 - POWER PLAN - SUBBASEMENT

P1-E5.1 PHASE 1 - ELECTRICAL SITE PLAN

P1-E5.2 PHASE 1 - ELECTRICAL SITE DETAILS

PHASE 1 - WORKING DRAWING INDEX

City of Battle Creek

PROJECT TEAM

ARCHITECT, INTERIORS, M&E ENGINEERS

Design Collaborative, Inc.

200 East Main Street Suite 600

Fort Wayne, Indiana 46802 Voice: 260-422-4241 Fax: 260-422-4847

Contacts:

Eric Till, Project Manager email: etill@designcollaborative.com Megan Yoder, Project Architect email: myoder@designcollaborative.com Craig Scully, Mechanical Engineer email: cscully@designcollaborative.com Shalina Gupta, Electrical Engineer email: sgupta@designcollaborative.com

STRUCTURAL & CIVIL ENGINEERS

Mannik Smith Group

1345 Monroe Ave NW, Suite 269 Grand Rapids, Michigan 49505

Voice:(616) 202-2312 Contact:

Shawn Bates, Project Manager, Civil Engineer email: sbates@manniksmithgroup.com

OWNER

City of Battle Creek - Purchasing Department

10 N Division Street Battle Creek, MI 49014

Voice:269-996-3390 Contact:

Chris Huff, Purchasing Agent email: CLHuff@battlecreekmi.gov

PHASE 1 : RESTORATION & NEW ROOF

NOTICE TO BIDDERS:

SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION ON REQUIREMENTS FOR

SUBMITTAL MATERIALS, INTERIOR

SCOPE OF WORK, AND FACADE

RESTORATION PROCEDURE

REQUIREMENTS.

REVISIONS

NO. DATE DESCRIPTION

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

VICINITY LOCATION

NOT TO SCALE

ROOM NAME

1/A1.1A

1/A4.1

GENERAL ANNOTATION SYMBOLS

A5.1

SIM

A6.1

A5.1

SIM

4.3

A5.1

SIM

4.3

NORTH

TITLE

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

TITLE1 SCALE: 1/8" = 1'-0"

PLAN TITLE AND NORTH ARROW

DETAIL TITLE

EXISTING STRUCTURAL GRID LINES1

1 NEW STRUCTURAL GRID LINES

ROOM NAME AND NUMBER

DETAIL CALLOUT

WALL SECTION TAG

BUILDING SECTION TAG

ELEVATION TAG

SF-1

CPT-2CPT-1

MA4.1

ARCHITECTURAL

INTERIOR WALL PARTITION

EXTERIOR ASSEMBLY TAG (WALLS AND ROOFS)

DOOR TAG

FRAME ELEVATION

WINDOW GLAZING TAG, SEE SYMBOLS LEGEND ON A7 SHEET (S)

FLOORING TRANSITION

MA4.1

REVISION CLOUD AND TAG

VIEW REFERENCE

SHOWS CONTINUATION OF VIEW

SYMBOLS WITH LIGHTER LINEWEIGHTS OR WITH POCHE, AS

SHOWN AT LEFT, INDICATE EXISTING WALL(S), PARTITION(S),

DOOR(S), WINDOW(S), OTHER STRUCTURE OR FIXTURES TO

REMAIN (TYPICAL UNLESS NOTED OTHERWISE). CONTRACTOR

TO VERIFY EXISTING CONSTRUCTION AND ALERT ARCHITECT

WITH DISCREPANCIES.

DASHED SYMBOLS WITH DARKER LINEWEIGHTS INDICATE

EXISTING WALL(S), PARTITION(S), DOOR(S), WINDOW(S), OTHER

STRUCTURE OR FIXTURES TO BE DEMOLISHED, REMOVED, OR

RELOCATED PER NOTATION ON THE DEMOLITION & NEW

CONSTRUCTION PLANS.

SOLID SYMBOLS INDICATE NEW WALL(S), PARTITION(S), DOOR(S),

WINDOW(S), OTHER STRUCTURE OR APPLIANCES, FIXTURES TO

BE CONSTRUCTED. SEE PARTITION TYPES FOR WALL MAKE UP.

DOTTED SYMBOLS WITH HATCHED INFILL INDICATES TEMPORARY

WALL(S), PARTITION(S), DOOR(S), WINDOW(S), OTHER STRUCTURE.

PARTITIONS TO RECEIVE 5/8" GYPSUM BOARD BOTH SIDES, TAPED.

EXTEND TO DECK ABOVE.

PLAN LEGEND

LEVEL REFERENCE / ELEVATION TARGET

KEYNOTE TAG10000-1

MAIN LEVEL

EL. 100'-0'

RESTORATION NOTE TAG1

BALL VALVE

MECHANICAL AND PLUMBING

3-WAY CONTROL VALVE

BUTTERFLY VALVE

ELBOW DOWN

ELBOW UP

TEE DOWN

TEE UP

GATE VALVE

CHECK VALVE

REGULATOR

BALANCING VALVE

PIPE FLOW DIRECTION

AIRFLOW DIRECTION

PIPE END CAP

PIPE CONTINUATION

THERMOMETER

PRESSURE GAUGE

2-WAY CONTROL VALVE

PLUMBING

FLUE FROM UNIT (CPVC)

COMBUSTION AIR TO UNIT (CPVC)

COND CONDENSATE DRAIN

SAN SANITARY

GASG

COMPRESSED AIRA

DOMESTIC HARD WATERHARD

SANITARY FORCE MAINFORCE

STORMST

DOMESTIC COLD WATER

WASTE (SANITARY)

VENT (SANITARY)

STORM ABOVE CEILING

DOMESTIC HOT WATER RETURN

WASTE ABOVE CEILING (SANITARY)

DOMESTIC HOT WATER

MECHANICAL

COND CONDENSATE DRAIN

STORM

HOT WATER RETURN

CHILLED WATER SUPPLY

GAS

HOT WATER SUPPLY

CHILLED WATER RETURN

HEAT PUMP SUPPLY

HEAT PUMP RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

WELL WATER SUPPLY

WELL WATER RETURN

HWR

CHWS

CHWR

HPS

HPR

CWS

CWR

WWS

WWR

HWS

NEW WORK

EXISTING WORK

DEMOLISHED WORK

MECHANICAL DUCTWORK & DIFFUSERS

THERMOSTAT

SENSORS

TAMPER SWITCH

FLOW SWITCHFS

ELEVATED CLEANOUT

RECTANGULAR SUPPLY DUCT DOWN

RECTANGULAR RETURN DUCT DOWN

RECTANGULAR EXHAUST DUCT DOWN

OVAL SUPPLY DUCT DOWN

OVAL RETURN DUCT DOWN

OVAL EXHAUST DUCT DOWN

ROUND SUPPLY DUCT DOWN

ROUND RETURN DUCT DOWN

ROUND EXHAUST DUCT DOWN

OVAL SUPPLY DUCT UP

OVAL RETURN DUCT UP

OVAL EXHAUST DUCT UP

ROUND SUPPLY DUCT UP

ROUND RETURN DUCT UP

ROUND EXHAUST DUCT UP

RECTANGULAR SUPPLY DUCT UP

RECTANGULAR RETURN DUCT UP

RECTANGULAR EXHAUST DUCT UP

FIRE DAMPER

SMOKE DAMPER

ACCESS DOOR

CONTROL DAMPER

BACKDRAFT DAMPER

FLEX DUCT

BALANCING DAMPER

MOD

BDD

FSD

FIRE/SMOKE DAMPER

AIRFLOW MEASURING STATION

CONCENTRIC TRANSITION

ECCENTRIC TRANSITION

MITERED ELBOW

MITERED ELBOW WITH TURNING VANES

RADIUS ELBOW

RECTANGULAR MAIN WITH ROUND TAP AND DAMPER

RECTANGULAR MAIN WITH RECTANGULAR BEVELED TAP

ROUND MAIN WITH ROUND TAP AND DAMPER

DUCT ENDCAP

SQUARE SUPPLY DIFFUSER

SQUARE RETURN/EXHAUST DIFFUSER

LINEAR CEILING DIFFUSER

ROUND SUPPLY DIFFUSER

SIDEWALL GRILLE

EXIT LIGHT - UNIVERSAL - BAR DENOTES FACE/ARROWS

TELEPHONE TERMINAL BOARD

FIREPROOF PAINTED 3/4" PLYWOOD

COMBINATION MOTOR STARTER

EMERGENCY LIGHT W/ BATTERY

CONNECT TO NEAREST UNSWITCHED LTG CKT

SAFETY/DISC. SWITCH - NON FUSED, "R" = AMP RATING

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

DUCT SMOKE DETECTOR

FIRE ALARM HORN W/ STROBE - WALL MOUNT

MAGNETIC DOOR HOLD-OPEN

SPRINKLER FLOW SWITCH

PHOTOELECTRIC SMOKE DETECTOR

TTB

JUNCTION BOX

MOTOR

TWIST LOCK RECEPTACLE - AS NOTED

SINGLE POLE SWITCH - 120/277 VOLT, 20 AMP

PANELBOARD / DISTRIBUTION PANELBOARD

TELECOMMUNICATIONS OUTLET - BLANK COVER U.N.O.

+72" INDICATES MTG HEIGHT (REQUIRES 1" CONDUIT STUB INTO

ACCESSIBLE CEILING SPACE UNLESS NOTED OTHERWISE)

FACP

FAAP

MOUNTED IN OTHERS EQUIPMENT

SPECIAL RECEPTACLE - AS NOTED

LINE VOLTAGE SNAP SWITCH W/ PILOT LAMP

THREE-WAY LINE VOLTAGE SWITCH

WALL MOUNTED LINE VOLTAGE TIMER SWITCH

SINGLE POLE LINE VOLTAGE SWITCH - WEATHERPROOF

WALL MOUNTED LINE VOLTAGE DIMMER SWITCH

KEY OPERATED LINE VOLTAGE SWITCH

MOTOR THERMAL OVERLOAD SWITCH WITH O.L HEATER AND PILOT

LAMP

FIRE ALARM STROBE ONLY - WALL MOUNT

FIRE ALARM MANUAL PULL STATION

FIRE ALARM HORN/STROBE W/PULL STATION BELOW

IONIZATION TYPE SMOKE DETECTOR

FIRE ALARM HEAT DETECTOR

SPRINKLER TAMPER SWITCH

F2, Z#

N/L

SAFETY/DISC. SWITCH - FUSED, "S" = AMP RATING

LOW-VOLTAGE WALL LIGHTING CONTROL DEVICE - # INDICATES

DEVICE ID. REFER TO SCHEDULE FOR MORE INFORMATION.

CEILING MOUNTED OCCUPANCY SENSOR. REFER TO GENERAL NOTES

AND CONTROLS SCHEDULES FOR LINE-VOLTAGE AND LOW-VOLTAGE

CONTACTS

CEILING MOUNTED PHOTOCELL

DRY TYPE TRANSFORMER

WIRELESS ACCESS POINT - SEE SPECIFICATIONS FOR EXACT

ROUGH-IN REQUIREMENTS

PRIMARY FUSED SWITCH

GROUND

CIRCUIT BREAKER

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

TRANSFER SWITCH

A-1,3

HOMERUN ARROW TO PANELBOARD. TAG

INDICATES PANEL / CIRCUITS.

FIRE ALARM SPEAKER ONLY

MAGNETIC MOTOR STARTER

GROUND FAULT INTERRUPTER

HORIZONTAL MOUNT

DUPLEX RECEPTACLE - +42" INDICATES MOUNTING HEIGHT

CR CARD READER / DOOR ACCESS CONTROL

+42"

GFI

FLOOR OUTLET / POKE THRU DEVICE

DEDICATED 20 AMP

SPLIT WIRED

QUAD RECEPTACLE

ISOLATED GROUND

GFI WITH WEATHER PROOF, IN-USE COVER

GFI

F V

F F

SPRINKLER POST INDICATOR VALVEPIV

COMBINATION OCCUPANCY SENSOR / PHOTOCELL - CEILING MOUNT

LIGHT FIXTURE - F2 INDICATES FIXTURE TYPE

N/L INDICATES NIGHTLIGHT

CAN LIGHT FIXTURE - F2 INDICATES FIXTURE TYPE

Z# INDICATES CONTROL ZONE

F2, Z# a

PENDANT LIGHT FIXTURE - F2 INDICATES FIXTURE TYPE

a INDICATES SWITCHING

+72"

FOUR POST FLOOR RACK - RACK BY OTHERS U.N.O.

ADA DOOR OPERATORADA

WAP

PTZ CAMERA - PTZ INDICATES PAN TILT ZOOM

SECURITY SYSTEM KEYPADKP

DOME

BLUE

CODE BLUE DOME LIGHT

NURSE CALL DOME LIGHT

NURSE CALL DUTY STATION

NURSE CALL MASTER STATION

NURSE CALL NURSE STATION

NURSE CALL PATIENT STATION

D N

NURSE CALL DOME LIGHT

PUSH BUTTON

VFD VARIABLE FREQUENCY DRIVE

DOOR CONTACTSDC

CONTACTORC

WALL MONITOR ROUGH-IN LOCATION. REFER TO DETAILS FOR

CONDUIT REQUIREMENTS

CONDUIT STUB WITH CAP AND MARKER

LINETYPE INDICATES NEW ELECTRICAL WORK

LINETYPE INDICATES EXISTING ELECTRICAL TO REMAIN

LINETYPE INDICATES ELECTRICAL DEMOLITION WORK

WALL OCCUPANCY SENSOR AND ON/OFF SWITCH - LINE VOLTAGE

F FIRE ALARM CEILING MOUNTED HORN/STROBE

ALARM STATION - REQUIRES SINGLE GANG BOX AND 3/4" C.A

DUPLEX RECEPTACLE WITH (2) USB JACKS USB

F FIRE ALARM CEILING MOUNTED STROBE ONLYV

EXIT LIGHT - WALL MOUNT - BAR DENOTES FACE/ARROWS

ELECTRICAL DEVICES

ELECTRICAL EQUIPMENT

SECURITY AND ACCESS CONTROL

TELECOMMUNICATION DEVICES

ONE LINE DIAGRAM COMPONENTS

LIGHT FIXTURES AND CONTROLS

FIRE ALARM

PLAN NOTES AND LINE TYPES

NURSE CALL DEVICES

" M

9" M

8" MIN

ADA ACCESSIBLE SINK (ANSI/606)

ADA STANDARDS FOR ACCESSIBLE DESIGN

NOTE: DIM TO MIRROR

IS TO BOTTOM OF

REFLECTIVE SURFACE

60" MIN 60" MIN

" M

12" MIN 36" MIN 12" MIN

" M

CIRCULAR TURNING SPACE

(ANSI/304)

T-SHAPED TURNING SPACE (ANSI/304)

48" MIN

" M

CLEAR FLOOR SPACE (ANSI/305)

UNOBSTRUCTED FORWARD

REACH RANGES (ANSI/308)

" M

4' - 0" MIN

20" MAX >20"-25"

10" MAX 30" MIN

" M

UNOBSTRUCTED SIDE OBSTRUCTED HIGH FORWARD OBSTRUCTED HIGH FORWARD OBSTRUCTED HIGH SIDE OBSTRUCTED HIGH SIDE

" M

>20"-24" 30" MIN10" MAX 30" MIN

" M

ELEVATION

8" MIN

9" M

11" MIN

" M

48" MIN

25" MAX

" M

PLANELEVATION

9" M

48" MIN

17"-25"

" M

PLAN

6" MAX

11" MIN 6" MIN TOE CLEARANCE

TOE CLEARANCE (ANSI/306) KNEE CLEARANCE (ANSI/306)

" M

18" MIN

" M

FRONT APPROACH, PULL SIDE

12" MIN*

FRONT APPROACH, PUSH SIDE

*IF BOTH CLOSER AND LATCH ARE PROVIDED

" M

36" MIN

HINGE APPROACH, PULL SIDE

" M

42" MIN

HINGE APPROACH, PULL SIDE

" M

4" MAX

" M

VERTICAL CLEARANCE (ANSI/307)

- 3

" M

LIMITS OF PROTRUDING OBJECTS

(ANSI/307)

" M

12" MIN*

*IF BOTH CLOSER AND LATCH ARE PROVIDED

22" MIN

HINGE APPROACH, PUSH SIDE

** 48" MIN IF BOTH CLOSER AND LATCH ARE PROVIDED

" M

24" MIN

LATCH APPROACH, PULL SIDE

*54 MIN IF CLOSER IS PROVIDED

" M

24" MIN

LATCH APPROACH, PUSH SIDE

*48" MIN IF CLOSER IS PROVIDED

48" MIN

DOORS IN SERIES (ANSI/404)MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS (ANSI/404)

" M

" 60

" M

(IF FLOOR MOUNTED)

59" MIN

(IF WALL MOUNTED)

56" MIN

42" MIN 12" MAX

" T

39" - 41"

54" MIN

PROVIDE BLOCKING

IN STUD WALLS AT

GRAB BAR

LOCATIONS

" T

" M

24" MIN

42" MAX

" M

PROTRUDING

DISPENSER OUTLET

ABOVE GRAB BAR

RECESSED DISPENSER,

ENTIRE DASHED

L-SHAPED AREA

PROTRUDING

DISPENSER OUTLET

BELOW GRAB BAR

GRAB BAR LOCATIONS TOILET PAPER DISPENSER OUTLET LOCATION

36" MAX

NOTE: PROTRUDING

TOILET PAPER

DISPENSER MUST FALL

WITHIN GRAY ZONE.

" 36

60"

42" MIN 12" MAX

4" M

" M

AMBULATORY ACCESSIBLE TOILET COMPARTMENT (ANSI/604)

WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (ANSI/604)

6" MIN

6" M

TOE CLEARANCE

UNDER PARTITION

42" MIN

12" MAX

BACK

WALL

SIDE

WALL

SIDE

WALL CL

" C

" M

60" MIN

60" CLEAR

A LAVATORY SHALL BE PERMITTED ON ONE

SIDE PROVIDED IT IS NOT ADJACENT TO THE

CONTROLS OR THE SHOWER SEAT.

BACK WALL

SIDE

WALL

SIDE

WALL

6" MAX

6" M

BACK WALL

6" MAX

6" M

GRAB BARS WITHOUT SEAT

6" MAX

6" M

SIDE

WALL

SIDE

WALL

" M

CONTROL AREA CAN

BE LOCATED ON ANY

WALL OF SHOWER

SHOWER CONTROLS WITHOUT SEAT

GRAB BARS WITH SEAT

" M

CONTROL

AREA

SHOWER CONTROLS WITH SEAT

27" MAX

BACK

WALL

STANDARD ROLL-IN TYPE SHOWER COMPARTMENT (ANSI/608)

TRANSFER-TYPE SHOWER COMPARTMENT

(ANSI/608)

18" MIN

" M

CONTROL

AREA

15" MAX

6" M

IN18

4" MAX

GRAB BAR LOCATIONS

SHOWER CONTROLS

BACK

WALL

CONTROL

WALL

SEAT

WALL

48" MIN

36" CLEAR

MIN

18"

4" M

VERTICAL

GRAB BAR

HORIZONTAL

GRAB BAR

ACROSS CONTROL

WALL AND 18" MIN

ON BACK WALL

CONFIGURE

EXPOSED

HOT WATER &

DRAIN

PIPES AGAINST

CONTACT

SINK & MIRROR/

WORK SURFACEURINAL

MIRROR

SIGNS

" M

AX17

" 40 " M

" M

AX 60

" M

CLR.

15"

ACCESSORY MOUNTING HEIGHTS

SOAP

DISPENSER

PAPER

TOWEL DISP.

ELECTRIC

WATER COOLER

" M

FIRE ALARM

PULL STATIONS

" M

HIGH LOW

" A

.F .F

. T O

, U

.N .O

COUNTER WITH BACKSPLASH

4" ABOVE BACKSPLASH TO BOTTOM

OF BOX, U.N.O.

ABOVE COUNTERTOPS

GFI RECEPT. IN

RESTROOMS AND

JANITOR CLOSETS, U.N.O.

BRANCH PANEL LCP

EM LIGHT

STANDARD ELECTRICAL MOUNTING HEIGHTS

D W

" A

.F .F

. T O

, U

.N .O

C M

U W

4" T

COUNTER WITHOUT BACKSPLASH

4" ABOVE COUNTER SURFACE TO

BOTTOM OF BOX, U.N.O.

SEE ARCH FOR BACKSPLASH LOCATIONS

TYPICAL WALL LOCATIONS

" A

.F .F

. T O

, U

.N .O

" A

.F .F

. T O

, U .N

0" A

.F .F

. T O

, O

R 6"

, U

.N .O

" A

.F .F

. T O

, O

R 6"

, U

.N .O

EXIT< >

CONSTRUCTION DOCUMENTS

Lim it S t

Ba ttle

C re ek , M

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Ci ty of B at tle

C re ek

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E 1:

P1-G0.2

PHASE 1 - GENERAL

INFORMATION

ISSUE DATE: 07/14/2025

A/C AIR CONDITION(ER),(ING)

AB ANCHOR BOLT

ACC AIR COOLED CONDENSER

ACH AIR CHANGES PER HOUR

ACM ASBESTOS CONTAINING MATERIAL

AD ACCESS DOOR

ADD-# ADDENDUM

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISH SLAB

AFUE ANNUAL FUEL UTILIZATION

EFFICIENCY

AHU AIR HANDLING UNIT

AI ANALOG INPUT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AO ANALOG OUTPUT

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARCH ARCHITECT (URAL)

AT ACOUSTICAL TILE

AUTO AUTOMATIC

AV ANALOG VALUE

B-# BOILER

BAS BUILDING AUTOMATION SYSTEM

BD BOARD

BDD BACKDRAFT DAMPER

BHP BRAKE HORSEPOWER

BI BINARY INPUT

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK

BO BINARY OUTPUT

BOD BOTTOM OF DUCT

BOM BOTTOM OF MASONRY

BOP BOTTOM OF PIPE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP-# BOILER PUMP

BRG BEARING

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

BV BINARY VALUE

CA COMPRESSED AIR

CAB CABINET

CB CATCH BASIN

CCW COUNTERCLOCKWISE

CDD COOLING DEGREE DAYS

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CHWP CHILLED WATER PUMP

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CLR CLEAR (ANCE)

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS (CONTINUE)

CONTR CONTRACT (OR)

COP COEFFICIENT OF PERFORMANCE

CPVC CHLORINATED POLYVINYL

CHLORIDE

CRAC COMPUTER ROOM AIR

CONDITIONER

CT CERAMIC TILE

CT-# COOLING TOWER

CW CLOCKWISE

CWP-# CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

CYD CUBIC YARD (C.Y.)

DA DISCHARGE AIR

DB DRY BULB

dB DECIBEL

DCV DEMAND CONTROLLED

VENTILATION

DDC DIRECT DIGITAL CONTROL

DEG DEGREE

DF DRINKING FOUNTAIN

DI DIGITAL INPUT

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DN DOWN

DO DIGITAL OUTPUT

DP DEW POINT

DR DOOR

ABBREVIATIONS

SCALE: 1" = 1'-0"

STANDARD ELECTRICAL MOUNTING HEIGHTS

DS DOWN SPOUT

DTL DETAIL

DWG DRAWING

DX DIRECT EXPANSION

E EAST

E.C. ELECTRICAL CONTRACTOR

EA EXHAUST AIR

EA. EACH

EAL EXHAUST AIR LOUVER

EAT ENTERING AIR TEMPERATURE

ECM ELECTRONICALLY COMMUTATED

MOTOR

ECO EXTERIOR CLEANOUT

EER ENERGY EFFICIENCY RATIO

EF EACH FACE

EF-# EXHAUST FAN

EG EXHAUST GRILLE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

ERV ENERGY RECOVERY VENTILATOR

ESP EXTERNAL STATIC PRESSURE

EUH ELECTRIC UNIT HEATER

EWC ELECTRIC WATER COOLER

EWH-# ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXP-# EXPANSION TANK

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FAV FIELD APPLIED VINYL

FC FORWARD CURVED FAN

FCO FLOOR CLEANOUT

FCU-# FAN COIL UNIT

FD FIRE DAMPER

FD-# FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FFL FINISH FLOOR LINE

FIN FINISH

FLA FULL LOAD AMPS

FLR FLOOR (ING)

FMS FACILITY MANAGEMENT SYSTEM

FPC FIRE PROTECTION CONTRACTOR

FPF FINS PER FOOT

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOW SWITCH

FS-# FLOOR SINK

FT FEET

FT-# FINTUBE

FTG FOOTING

FV FLUSH VALVE

G.C. GENERAL CONTRACT (ORS)

GA GAGE, GAUGE

GAL GALLON(S)

GALV GALVANIZED

GD GARAGE DOOR

GFU GLYCOL FILL UNIT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRAINS (HUMIDITY)

GUI GRAPHIC USER INTERFACE

GWH GAS WATER HEATER

GYB GYPSUM BOARD

GYP GYPSUM

H2O WATER

HB-# HOSE BIBB

HD HEAD

HDD HEATING DEGREE DAYS

HDR HEADER

HDWR HARDWARE

HGHT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HP-# HEAT PUMP

HPS HIGH PRESSURE STEAM

HSPF HEATING SEASON PERFORMANCE

FACTOR

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HWP-# HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HX HEAT EXCHANGER

IAQ INDOOR AIR QUALITY

ID INSIDE DIAMETER

INC INCLUDE (D), (ING)

INS INSULATE (D), (ING)

INSUL INSULATION

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

IW INDIRECT WASTE

IWC INCHES WATER COLUMN

JC JANITOR'S CLOSET

JT JOINT

KIT KITCHEN

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH (LONG)

L-# LAVATORY

LAM LAMINATE (D)

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LBS POUNDS

LHD LEFT HAND

LL LIVE LOAD

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

LWT LEAVING WATER TEMPERATURE

M MINUTE

M.C. MECHANICAL CONTRACTOR

MAS MASONRY

MAT MIXED AIR TEMPERATURE

MATL MATERIALS

MAU-# MAKEUP AIR UNIT

MB-# MOP BASIN

MBH THOUSAND BRITISH THERMAL

UNITS PER HOUR

MBM METAL BUILDING MANUFACTURER

MCC MOTOR CONTROL CENTER

MD MANUAL DAMPER

MECH MECHANICAL

MFGR MANUFACTURE (ER)

MFR MANUFACTURING

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MOTOR OPERATED DAMPER

MPT MALE PIPE THREAD

MT MOUNT (ED), (ING)

MTL METAL

N NORTH

NA NOT APPLICABLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NPSH NET POSITIVE SUCTION HEAD

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O OXYGEN

OA OUTSIDE AIR

OAL OUTSIDE AIR LOUVER

OAT OUTSIDE AIR TEMPERATURE

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OH OVERHEAD

OJ OPEN-WEB JOIST

OPG OPENING

OPH OPPOSITE HAND

OPP OPPOSITE

P-# PUMP

P.C. PLUMBING CONTRACTOR

P.E. PROFESSIONAL ENGINEER

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DROP

PERF PERFORATE (D)

PKG PARKING

PL PLASTIC LAMINATE

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PNT PAINT (ED)

PPM PARTS PER MILLION

PRL PROPERTY LINE

PRV PRESSURE REDUCING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH GAUGE

PT PORCELAIN TILE

PTAC PACKAGED TERMINAL AIR

CONDITIONER

PTD PRESSURE TREATED

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

QT QUARRY TILE

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RAT RETURN AIR TEMPERATURE

RB RUBBER BASE

RD-# ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REV REVISION (S), REVISED

RF RETURN FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHD RIGHT HAND

RL REFRIGERANT LIQUID

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RPC REINFORCED CONCRETE PIPE

RPM REVOLUTIONS PER MINUTE

RRD-# RELIEF ROOF DRAIN

RS REFRIGERANT SUCTION

RTU-# ROOFTOP UNIT

S SOUTH

S-# SINK

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SC SENSIBLE COOLING

SC-# SEALED CONCRETE

SD SMOKE DAMPER

SEC SECTION

SEER SEASONAL ENERGY EFFICIENCY

RATIO

SENS SENSIBLE HEAT

SF SUPPLY FAN

SFD COMBINATION SMOKE/FIRE DAMPER

SH-# SHOWER

SHGC SOLAR HEAT GAIN COEFFICIENT

SHR SENSIBLE HEAT RATIO

SHT SHEET

SIM SIMILAR

SL SLATE

SMC SHEET METAL CONTRACTOR

SP STATIC PRESSURE

SPEC SPECIFICATION (S)

SPKR SPEAKER

SQ SQUARE

SQFT SQUARE FEET

SS SOLID SURFACE

STA STATION

STC STAIR COMPONENT

STD STANDARD

STO STORAGE

STR STRUCTURAL

STS STAINLESS STEEL

SV SHEET VINYL

SYM SYMMETRY (ICAL)

SYS SYSTEM

T&G TONGUE AND GROOVE

TB-# TERMINAL BOX

TBD TO BE DETERMINED

TC TOTAL COOLING

TCC TEMPERATURE CONTROL

CONTRACTOR

TCP TEMPERATURE CONTROL PANEL

TDH TOTAL DYNAMIC HEAD

TEL TELEPHONE

THK THICK (NESS)

TMV THERMOSTATIC MIXING VALVE

TOD TIME OF DAY

TOS TOP OF STEEL

TOW TOP OF WALL

TSP TOTAL STATIC PRESSURE

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TXV THERMOSTATIC EXPANSION VALVE

TYP TYPICAL

U-# URINAL

UH-# UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UV-# UNIT VENTILATOR

VA VOLTAMPS

VAV VARIABLE AIR VOLUME

VB VACUUM BREAKER

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VP VINYL PLANK

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WATT

W WEST

W.C. WATER COLUMN

WB WET BULB

WC-# WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WH WATER HEATER

WM WIRE MESH

WMV WATER MIXING VALVE

WO WITHOUT

WOM WALK OFF MAT

WPD WATER PRESSURE DROP

WPT WORKING POINT

WWF WELDED WIRE FABRIC

REVISIONS

NO. DATE DESCRIPTION

12" Spruce 10" Cedar

8" Twin Cherry

6" Cherry

874.46

895.24

2" Elm

4" Oak

HCP

2" Cherry Clump

3" Cherry Clump

EMGM

14" Pine 16" Pine

16" Pine

22" Pine

886.07

22" Pine

14" Pine

10" Twin Pine

16" Maple

883.86

E metal stairs

Memorial Plaque wood statue rock ret wall rock ret wall roc k r et wall

2 88

1 88

brick border

EX. 2' DIA CB

RIM = 879.04

4" NE = 877.90

EX. 6' X 6' X 4' +/- DRY WELL

EX. RIM ELEV. = 878.99

EX 4" SW INV. = 872.68 +/-

PROP. 6" STM CLEANOUT

PROP. 6" STM SEW

CONNECT TO NEW ROOF DRAIN

6" RD I.E. = 876.60 +/- (SEE PLUMBING)

PHASE 1: REMOVE EX. SEDIMENT IN EX. DRY WELL (BY OTHERS, N.I.C)EX. KINGMAN MUSEUM

TOTAL AREA = 8,330 SF

ROOF AREA = 2,925 SF

SAWCUT, REMOVE, REPLACE EX. HMA PAVEMENT

(MATCH EX. PAVEMENT THICKNESS)

EX. STM CB

RIM = 874.14

PROP. 6" STM SEW (MIN. 2% SLOPE)

REMOVE EX. 4" CPP,

PLACE 6" STM SEW (MIN. 2% SLOPE)

APPRX. PROJECT LIMITS OF DISTURBANCE (PHASE "1")

EX. ROCK RETAINING WALL

CONNECT TO NEW ROOF DRAIN

6" RD I.E. = 876.60 +/- (SEE PLUMBING)

CONNECT TO NEW ROOF DRAIN

6" RD I.E. = 876.60 +/- (SEE PLUMBING)

PROP. 6" STM CLEANOUT

RIM ELEV. = 879.55 (EX. GRD)

W W W W

EX. 2" COPPER W.S. (FROM LIMIT ST., APPRX. LOCATION)

EX. OVHD ELECTRIC SERVICE

EX. GAS & ELECTRIC METERS

GGGGG

EX. 2" GAS SERVICE (APPRX. LOCATION)

!!!CAUTION!!! U.G.E. (APPRX. LOCATION)

879.53EX

879.42ME

879.96EX

879.84EX

879.65EX

879.47EX

879.40EX

879.47EX

880.32EX

881.39EX

881.50EX

880.05EX

885.92EX

882.05EX

877.59EX

873.44EX869.60EX

869.23EX

870.88EX

869.98EX

868.38EX

867.31EX866.48EX

879.98EX

881.88EX 883.16EX

879.52EX

879.74EX

EX. 6" CHERRY TREE (SAVE)

1"=20' 20 10 0 20 40

CITY OF BATTLE CREEK

175 LIMIT STREET

BATTLE CREEK, MI 49037-2176

52-0620-00-004-0

Know what's below.

before you dig.Call

Lim it S t

Ba ttle

C re ek , M

I 4

Ci ty of B at tle

C re ek

.01

E 1:

REVISIONS

NO. DATE DESCRIPTION

ISSUE DATE: 7/14/2025

CONSTRUCTION DOCUMENTS

PROJECT DESCRIPTION

SURVEYOR'S NOTES:

ENGINEER OF RECORD

LEGAL DESCRIPTION

"FUTURE" PH II STORM SEWER (PRELIM.)

NTS

PROJECT PROPERTY

P1-C1.0

PHASE 1 SITE PLAN

BENCHMARK #1

.40

SITE NOTES:

PHASE 1 - SITE PLAN

6201310074 No.

ENGINEER

BATES

SHAWN RYAN

NAGI

HCIMFOETATS

E N

PROFESS I ONAL

ENG

I N

E E

8" Twin Cherry

6" Cherry

879.65

874.46

HCP

W W W W W W W W W

879.53EX

879.42ME

879.96EX

879.84EX

879.65EX

879.47EX

879.40EX

879.47EX

879.74EX

STORM SEWER CLEANOUT

PLAN

1"=20' 20 10 0 20 40

Know what's below.

before you dig.Call

PROPOSED STM CLEANOUT

Lim it S t

Ba ttle

C re ek , M

I 4

Ci ty of B at tle

C re ek

.01

E 1:

REVISIONS

NO. DATE DESCRIPTION

ISSUE DATE: 7/14/2025

CONSTRUCTION DOCUMENTS

ENGINEER OF RECORD

P1-C2.0

PHASE 1 SITE DETAILS

4.73'

8.4 3'4.50'

10.42'

7.92'

23.85'

EX. DRY WELL

PROPOSED STM CLEANOUT

EX. 2' DIA STM CB

PHASE 1 - CONNECT ROOF DRAIN TO EX. CB

SAWCUT, REMOVE, REPLACE EX. HMA PAVEMENT

6201310074 No.

ENGINEER

BATES

SHAWN RYAN

NAGI

HCIMFOETATS

E N

PROFESS I ONAL

ENG

I N

E E

PHASE 1 - ENLARGED SITE PLAN

STORM SEWER PIPE BACKFILL

REMOVE EX. 4" CPP

PLACE 8" STM SEW (SLCPP)

GENERAL CONSTRUCTION NOTES:

1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE

OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. THE CURRENT CITY OF BATTLE

CREEK STANDARDS AND SPECIFICATIONS SHALL GOVERN THE MATERIALS AND

WORKMANSHIP INVOLVED IN THE IMPROVEMENTS SHOWN ON THESE PLANS.

2. WHERE CONFLICT ARISES BETWEEN ALL SPECIFICATIONS (BOOK OR PLAN BASED)

INCLUDING CITY OF BATTLE CREEK REQUIREMENTS, THE MORE STRINGENT

SPECIFICATION SHALL PREVAIL.

3. DATA ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION

INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND FIELD SURVEY AND IS

NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE

CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES INCLUDING

SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT MISSDIG AT

LEAST 72 HOURS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY

LOCATIONS.

4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY DISCREPANCY

REGARDING THE PROPOSED WORK OR UNFORESEEN CONDITIONS ARISE PRIOR TO

PROCEEDING FURTHER WITH THE AFFECTED WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR THE

PROJECT AND NOTIFYING THE OWNER AND ENGINEER OF ANY CONFLICTS OR

DISCREPANCIES PRIOR TO CONSTRUCTION.

6. ANY DEFECTS DISCOVERED IN NEW CONSTRUCTION, WORKMANSHIP, EQUIPMENT, OR

MATERIALS SHALL BE REPAIRED, OR CORRECTED BY APPROVED METHODS AS DIRECTED

BY AND AT NO ADDITIONAL COST TO THE OWNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANT TICKETS FOR ALL

MATERIALS DELIVERED TO THE SITE. PLANT TICKETS MUST SHOW NET QUANTITY OF

DELIVERED MATERIAL. MATERIAL DELIVERED OR PLACED WITHOUT PLANT TICKETS

SHALL BE REMOVED AND PROPERLY DISPOSED AT THE EXPENSE OF THE CONTRACTOR

8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS, MATERIALS AND

PLAN SPECIFICATIONS TO THE OWNER AND LOCAL UTILITY COMPANIES AS REQUIRED

FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY TO THE SITE. ALLOW

A MINIMUM OF 15 WORKING DAYS FOR REVIEW.

EXISTING CONDITIONS AND DEMOLITION NOTES

1. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE

OWNER IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION

DOCUMENTS AND/OR FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE

MADE PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN DRAWINGS AND THE

SPECIFICATIONS SHALL BE CONFIRMED WITH THE CONSTRUCTION MANAGER PRIOR TO

BIDDING.

2. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE ILLUSTRATIVE IN NATURE. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR

WITH EXISTING CONDITIONS PRIOR TO BIDDING. IF CONDITIONS ENCOUNTERED ARE

SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY.

3. SHOULD ANY UNCHARTED, OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER

UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY

BEFORE PROCEEDING FURTHER WITH THE WORK IN THIS AREA.

4. ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING, AND/OR ABATEMENT SHALL BE

COORDINATED WITH THE APPROPRIATE UTILITY COMPANY LISTED ON THE PLANS.

5. MATERIALS NOTED ON THE PLANS TO BE SALVAGED TO OWNER SHALL BE STORED IN

AREAS INDICATED ON THE PLANS, OR TO THE OWNERS SATISFACTION.

6. THE CONTRACTOR SHALL PROTECT TREES, LANDSCAPING, SITE IMPROVEMENTS, AND

OTHER ITEMS NOT SCHEDULED FOR CLEARING, OR THAT MIGHT BE DAMAGED BY

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY

ITEMS THAT ARE DAMAGED.

7. ANY AND ALL DAMAGE TO EXISTING PAVEMENT WITHIN THE LAYDOWN AREA SHALL BE

REPAIRED.

LAYOUT AND PAVING NOTES

2. ALL PAVING MATERIALS FURNISHED AND WORK COMPLETED SHALL BE IN STRICT

ACCORDANCE WITH MDOT CONSTRUCTION AND MATERIALS SPECIFICATIONS UNLESS

OTHERWISE SPECIFIED. THE CONTRACTOR SHALL SUBMIT A JOB-MIX FORMULA FOR THE

BITUMINOUS PAVEMENT TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL

AT LEAST 14 DAYS PRIOR TO THE PLACEMENT OF BITUMINOUS PAVEMENTS..

3. CONTRACTOR SHALL SAW-CUT IN A NEAT, STRAIGHT LINE FOR SMOOTH TRANSITIONS AT

TIE-INS TO EXISTING EDGES OF PAVEMENT AND AT COLD JOINTS OF RECENTLY PAVED

PAVEMENT.

4. CONTRACTOR TO INSTALL ALL UTILITY PIPING, SEWERS, CONDUIT PRIOR TO PAVING

OPERATIONS. CONTRACTOR TO COORDINATE ALL SITE UTILITIES WITH UTILITY PLAN, AND

MEP PLANS.

GENERAL UTILITY NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS, ELECTRICAL AND

TELECOMMUNICATIONS CONDUIT, AND GAS LINES SHOWN ON THESE PLANS WITH THE

ARCHITECTURAL AND M.E.P. PLANS PRIOR TO START OF CONSTRUCTION.

2. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT

AND REPLACED IN ACCORDANCE WITH THE PAVEMENT REPAIR REQUIREMENTS OF LOCAL

MUNICIPALITY AND THE DETAILS CONTAINED HEREIN.

3. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE

LASER OR OTHER ACCURATE METHOD.

4. CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR

UTILITY CONNECTIONS.

5. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. AS REQUIRED FOR

PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAIN

CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.

6. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR

BACKFILL, IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY, LOCAL

MUNICIPALITY, AND/OR LOCAL COUNTY REQUIREMENTS.

7. CONTRACTOR TO REFERENCE MEP SITE PLAN FOR ALL ELECTRICAL CONDUIT RUNS

PRIOR TO START OF CONSTRUCTION.

STORM UTILITY NOTES

8. ALL STORM SEWER PIPES SHALL BE HDPE OR PVC UNLESS STATED OTHERWISE ON THE

PLANS.

8.1. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER PIPE SHALL HAVE A SMOOTH

INTERIOR AND CORRUGATED EXTERIOR AND MEET THE REQUIREMENTS OF ONE OF THE

FOLLOWING SPECIFICATIONS: AASHTO M252, TYPE S FOR 4-INCH THROUGH 10-INCH PIPE,

AASHTO M294, TYPE S FOR 12-INCH THROUGH 36-INCH PIPE, ASTM F2306 FOR 12-INCH

THROUGH 60-INCH PIPE, OR ASTM F2648 FOR 4-INCH THROUGH 60" PIPE. JOINTS SHALL

BE SILT-TIGHT BELL AND SPIGOT CONNECTIONS. HDPE PIPE SHALL BE INSTALLED IN

ACCORDANCE WITH THE DETAIL, ASTM D2321 AND MANUFACTURERS RECOMMENDED

PROCEDURE.

8.2. POLY VINYL CHLORIDE (PVC) PIPE FOR STORM SHALL HAVE BUILT-IN RUBBER GASKET

JOINTS. PVC PIPE SHALL CONFORM TO ASTM D3034 SDR35 WITH COMPRESSION JOINTS

AND APPROPRIATE FITTINGS. PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH

THE DETAIL, ASTM D2321 AND MANUFACTURERS RECOMMENDED PROCEDURE.

8.3. RE-INFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO THE REQUIREMENTS OF ASTM

C-76; ALL RCP SHALL BE CLASS IV UNLESS OTHERWISE SHOWN. JOINTS SHALL

CONFORM TO THE REQUIREMENTS OF ASTM C-443.

9. ALL STORM SEWERS, INLET BASINS AND MANHOLES SHALL BE CLEANED PRIOR TO

ACCEPTANCE.

SITE MAINTENANCE & RESTORATION NOTES

1. MUD, SOIL, OR OTHER DEBRIS IS DEPOSITED ON ADJACENT STREETS, ROADS, OR OTHER

PROPERTY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF SUCH AT

THE END OF EACH WORK DAY, OR AS REQUIRED DURING THE WORK DAY.

2. ALL ROAD SURFACES, EASEMENTS, OR RIGHT-OF-WAY DISTURBED BY THE

CONSTRUCTION OF ANY PART OF THESE IMPROVEMENTS ARE TO BE RESTORED

ACCORDING TO THE CITY OF BATTLE CREEK REQUIREMENTS.

3. ALL DISTURBANCE INCURRED TO CITY OR STATE PROPERTY DUE TO CONSTRUCTION

SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER, TO THE SATISFACTION OF

THE CITY, LOCAL, AND/OR STATE DOT.

4. THE CONTRACTOR SHALL RESTORE ANY STRUCTURES, PIPE, UTILITY, PAVEMENT, CURBS,

SIDEWALKS, LANDSCAPED AREAS, ETC. WITHIN THE SITE OR ADJOINING PROPERTIES

DISTURBED DURING DEMOLITION OR CONSTRUCTION TO THEIR ORIGINAL CONDITION OR

BETTER, AND TO THE SATISFACTION OF THE OWNER, LOCAL MUNICIPALITY, AND STATE.

5. FINAL CLEANUP: THE CONTRACTOR SHALL CLEAN-UP ALL DEBRIS AND MATERIALS

RESULTING FROM CONSTRUCTION AND SHALL RESTORE ALL SURFACES, STRUCTURES,

DITCHES AND PROPERTY TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE

OWNER AND ALL APPLICABLE GOVERNMENTAL AND REGULATORY AGENCIES.

WALL OF MANHOLE

SEWER OR DRAIN PIPE ANY SIZE

AND WALL THICKNESS LESS THAN

24" O.D.

KORBAND INTERNAL CLAMP OR

EQUAL

NEOPRENE COMPOUND PER

A.S.T.M. C-923

EXTERNAL CLAMP TIGHTENED BY

SCREWDRIVER, SEALS BOOT TO PIPE

STORM SEWER KOR-N-BOOT DETAIL

FUTURE STORM SEWER

5' 5'10' 10' 20'

PROP. INLET PROTECTION

4 IN. PLYWOOD SHEATHING

ATTACH TO STEEL PAN DECKING WITH

#10 TEK SCREWS @ 1'-0" C/C (MAX.)

L2X2X1

4 (TYP.)

EXIST. CONC. ROOF DECK

L3X3X1

4 (TYP.)

4" 21

1" @ 6"3

16" TYP.

2' (±)

1 38" 22 GA. STEEL PAN DECKING

ATTACH TO ANGLE WITH #10 TEK SCREWS @ 6" C/C (MAX.)

(TYP.)

2'(±)

2'(

1'-

21 2" 21 2"

3 S

C /C

4 IN. DIA. TAPCON

ANCHOR (TYP.)

#10 TEK SCREW

(TYP.)

4 IN . PLYWOOD SHEATHING

ON 22 GA. STEEL PAN DECKING

STEEL SUPPORT

ANGLES (TYP.)

SECTION A1PLAN VIEW

SCALE: 34" = 1'

EXISTING ROOF HATCH INFILL DETAIL A

NOTE: ROOFING MATERIALS NOT SHOWN.

3'-7"(±)

EXIST. PAN DECKEXIST. PAN DECK

PROP. ROOF HATCH UNIT

L W8X10 ROOF BEAM

EXIST. ELEVATOR SHAFT

EXIST. CMU WALL EXIST. ROOF JOIST TO BE

REMOVED.

NOTE: ROOFING MATERIALS NOT SHOWN.

L3X3X1

4 SUPPORT ANGLE, ES,

COPE VERT. LEG AS NEEDED

1 12"

TYP.

2'- 7"

3'- 3"

3'-7" (±)

EXIST. ELEVATOR SHAFT

NOTE: HATCH UNIT, PAN DECK, AND

ROOFING MATERIALS NOT SHOWN.

L3X3X1

4 SUPPORT ANGLE

L3X3X1

4 SUPPORT ANGLE

L4X4X1

4 SUPPORT ANGLE

PLAN VIEW SECTION B1

SCALE: 34" = 1'

PROPOSED ROOF HATCH DETAIL B

VERIFY DIMENSIONS WITH THOSE OF

PROPOSED HATCH UNIT

3'-2" (±)EXIST. ROOF JOIST TO BE

REMOVED.

L4X4X1

4 SUPPORT ANGLE

1" 1"4"

21 2"

L W8X10 ROOF BEAMC

L4X4X1

4 BEAM SEAT

L W8X10 ROOF

BEAM

CEXIST. CMU WALL

31 2" 31 2"

4 S

C /C

-8

21 2"

SECTION B2

EAST OR WEST

INTERIOR WALL

2 IN. DIA. EPOXY ANCHOR

(TYP.)

8'- 0"

1 2"

2 IN. DIA. EPOXY ANCHOR

1 2"

T O

O F

2 IN. DIA. EPOXY ANCHOR

(TYP.)

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REVISIONS

NO. DATE DESCRIPTION

ISSUE DATE: 7/14/2025

CONSTRUCTION DOCUMENTS

P1-S.01

PHASE 1 - STRUCTURAL

NOTES AND DETAILS

STRUCTURAL NOTES

STEEL DECK PAN

1. DECK PAN SHALL BE GALVANIZED 24 GAGE STEEL DECKING, SUCH AS C1.4-32 MADE BY ASC STEEL DECK, OR AN

APPROVED EQUAL.

PLYWOOD SHEATHING

1. 3

4 IN.(NOMINAL) PLYWOOD SHEATHING SHALL BE SHEATHING EXP 1 OR BETTER.

STRUCTURAL STEEL

1. FABRICATOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF AISC 303 (CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES) AND THE PROJECT SPECIFICATIONS.

2. FABRICATOR TO SUBMIT STEEL SHOP DRAWINGS FOR APROVAL BEFORE FABRICATION.

3. FABRICATED STRUCTURAL STEEL W-SHAPES SHALL CONFORM TO ASTM A572 GRADE 50.

4. ALL STRUCTURAL HSS (ROUND AND SQUARE) TO BE ASTM A500 GRADE B

5. FABRICATED STRUCTURAL STEEL SHAPES (OTHER THAN W-SHAPES) SHALL CONFORM TO ASTM A36.

6. FABRICATED STRUCTURAL STEEL PLATES AND BARS SHALL CONFORM TO ASTM A36.

7. FABRICATED STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B.

STRUCTURAL STEEL FASTNERS

1. STEEL BEAM CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE STEEL FABRICATOR. ALL STEEL

CONNECTIONS NOT DETAILED IN THESE DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR PER THE CURRENT EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. THE CONTRACTOR SHALL SUBMIT STEEL SHOP DRAWINGS AND CALCULATIONS CERTIFIED BY A LICENSED ENGINEER FOR APPROVAL BEFORE CONSTRUCTION.

2. ALL WELDING SHALL USE E70XX ELECTRODES AND FOLLOW APPLICABLE PROVISIONS AWS D1.1 (STRUCTURAL

WELDING CODE-STEEL).

3. ALL BOLTS SHALL BE ASTM A325 HEAVY HEX STRUCTURAL BOLTS WITH ASTM A563 HEAVY HEX NUTS (U.N.O.). ALL

CONNECTIONS ARE BEARING TYPE AND SHALL USE STANDARD SIZE HOLES.

4. WASHERS FOR HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A563 GRADE B.

5. ANCHOR RODS SHALL CONFORM TO ASM F1554 GRADE 36.

6. WASHERS FOR STEEL ANCHOR RODS SHALL CONFORM TO ASTM A563 GRADE A, HEAVY HEX HEAD.

7. ANCHOR RODS AND ALL HARDWARE SHALL BE HOT DIP GALVANIZED. ANY DAMAGE TO THE GALVANIZING SHALL BE

REPAIRED WITH A COLD-APPLIED GALVANIC PAINT BEFORE BEING EMBEDED IN CONCRETE.

8. STRUCTURAL STEEL SHALL ARRIVE AT THE PROJECT SITE WITH A COMPLETE PRIMER COAT OF PAINT. THE STRUCTURAL STEEL SHALL BE CLOSELY INSPECTED FOR ANY DAMAGE TO THE PRIMER COAT, AND ANY DAMAGE FOUND SHALL BE PROMPTLY REPAIRED. THOSE PORTIONS OF THE STRUCTURAL STEEL THAT ARE TO BE EMBEDDED IN THE CONCRETE FLOOR SLABS SHALL HAVE A COMPLETE AND INTACT PRIMER COAT OF PAINT BEFORE THEY ARE

EMBEDDED IN THE CONCRETE.

EPOXY ANCHORS

1. EPOXY ANCHORS USED TO SUPPORT THE PROPOSED ROOF HATCH FRAMING SHALL BE 12 IN. DIA. GALVANIZED

THREADED ROD SUCH AS HILTI HAS-ROD-V36, OR APPROVED EQUAL. THE EMBEDMENT DEPTH SHALL BE 6 IN. THE EPOXY SHALL BE HILTI HY-270 OR AN APPROVED EQUAL. IN CASES WHERE THE DRILLED HOLE CONNECTS TO A VOID (IN THE CMU BLOCK WALL), HILTI HIT-SC SCREENS (OR APPROVED EQUAL) MAY BE NECESSARY.

6201310074 No.

ENGINEER

BATES

SHAWN RYAN

NAGI

HCIMFOETATS

E N

PROFESS I ONAL

ENG

I N

E E

D 202

D 201

D 205 D 206

D 204

D 212

D 207

E01 E01

D 208

D 210

D 201

D 211

D 203

D 213

TEMPORARY PROTECTION OF EXISTING PVC ROOF

ROOFING REMOVAL & REPLACEMENT TO BE COORDINATED WITH THE

REBUILD AND RESTORATION OF PERIMETER STONE PARAPET WALLS,

DECORATIVE STONE ELEMENTS AND PARTIAL RAZING & RECONSTRUCTION

OF THE MASONRY CHIMNEY.

TO AVOID OR MINIMIZE DAMAGE TO A NEW ROOFING SYSTEM, ARCHITECT

ENVISIONS THE ROOF REMOVAL AND REPLACEMENT WILL OCCUR AFTER

ALL STONE RESTORATION AND CHIMNEY REBUILD WORK IS COMPLETE.

THE EXISTING ROOF CURRENTLY DOES NOT DRAIN WELL WHICH MAY BE A

RESULT OF A FLAT STRUCTURAL CONCRETE DECK SURFACE, LACK OF

TAPERED INSULATION AND/OR A PLUGGED ROOF DRAIN. AT ANY GIVEN

TIME THE ROOF HAS BEEN OBSERVED TO HOLD 1 ” TO 3” OF STANDING

WATER.

CONTRACTORS ARE TO KEEP THE ROOF LEVEL FREE OF PONDED WATER

DURING STONE RESTORATION WORK. PUMPING OF STORM WATER OFF

THE ROOF MAY BE REQUIRED IF THE EXISTING ROOF DRAIN STORM PIPING

CANNOT BE UNPLUGGED OR THERE IS NOT SUFFICIENT SLOPE TO KEEP

THE ROOF LEVEL FREE OF PONDING WATER.

AS PART OF TEMPORARY PROTECTION CONTRACTORS ARE TO PROVIDE

TEMPORARY PROTECTIVE MATS AND/OR 4 X 8 SHEETS OF SACRIFICIAL

COMPOSITE PLYWOOD-INSULATION BOARDS ADJACENT TO ALL STONE

RESTORATION WORK AREAS TO AVOID DAMAGE TO THE EXISTING PVC

ROOF TO MINIMIZE THE PROBABILITY OF WATER LEAKS AND DAMAGE TO

INTERIOR MATERIALS AND FINISHES.

EXISTING ROOFING SYSTEM TO BE REMOVED CONSISTS OF THE FOLLOWING

DUROLAST 40 MIL PVC ROOF MEMBRANE. ROOF MEMBRANE IS MECHANICALLY

ATTACHED WITH CONCRETE COMPATIBLE FASTENERS & HEAT WELDED

SEAMS.

2” POLYISOCYANURATE MECHANICALLY ATTACHED WITH A CONCRETE

COMPATIBLE FASTENER.

DECK CONSISTS OF CONCRETE BEAMS, JOISTS & DECK

ROOF SYSTEM IS INSTALLED FLAT

EXISTING DUROLAST PVC ROOFING WARRANTY NUMBER IS 316969

WARRANTY IS A 15 YEAR WARRANTY (NOTE: OWNER HAS REQUESTED THAT

SCOPE OF WORK KEEPS WARRANTY IN MIND, HOWEVER, THE DESIGN INTENT

IS THAT THE EXISTING ROOF SYSTEM WILL BE REPLACED AS PART OF THIS

PROJECT)

ROOF SYSTEM INSTALL MONTH & YEAR: DECEMBER 2016

D 214 D 214

D 215

D 217

CONSTRUCTION DOCUMENTS

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P1-AD2.1

PHASE 1 - ROOF

DEMOLITION PLAN

ISSUE DATE: 07/14/2025

NORTH

SCALE: 1/4" = 1'-0"1 ROOF DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND GENERAL BUILDING

STABILITY DURING REMOVAL OF ANY WALLS, FLOOR,WINDOWS, DOORS, ETC.,

DURING DEMOLITION / CONSTRUCTION PROCESS.

2. DEMOLITION PLAN NOTES ARE GENERAL DESCRIPTION. PATCH / REPAIR ALL

EXISTING SURFACES, WALLS, ETC. FROM REMOVAL OF DESCRIBED ITEMS.

PATCHING AND REPAIRS SHALL MATCH EXISTING ADJACENT MATERIALS AND

FINISH.

3. REMOVAL OF GENERAL ITEMS DESCRIBED SHALL INCLUDE ALL ANCHORS, SCREWS,

BOLTS, ETC. AFTER REMOVING SUCH ITEMS, PREPARE REMAINING WALLS,

STRUCTURE, ETC. FOR NEW CONSTRUCTION.

4. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SPECIFIC

INFORMATION FOR REMOVAL OF ALL EQUIPMENT, PIPING, WIRING, DEVICES, ETC.

COORDINATE REMOVAL OF DESCRIBED ITEMS WITH APPLICABLE TRADES.

5. PROVIDE ANY NECESSARY TEMPORARY PROTECTION TO MAINTAIN WATERTIGHT

EXTERIOR.

6. REMOVE ANY REMAINING CLIPS, ANCHORS, MISC. DEVICES, AND FASTENERS FROM

EXISTING SURFACES THAT ARE NOT SPECIFICALLY USED FOR REMAINING

CONSTRUCTION. PATCH AND / OR REPAIR EXISTING SURFACES FOR NEW

CONSTRUCTION AND FINISHES.

7. CONTRACTOR RESPONSIBLE FOR KEEPING BUILDING AND SITE SECURE AND ALL

OPENINGS COVERED DURING ALL STAGES OF DEMOLITION / CONSTRUCTION

PROCESS TO PREVENT ANY UNAUTHORIZED ACCESS/ WEATHER DAMAGE.

DEMOLITION KEYNOTES

D 201 REMOVE EXISTING ROOFING SYSTEM COMPLETE AND PREPARE ROOF DECK FOR

INSTALLATION OF NEW ROOFING SYSTEM.

D 202 REMOVE EXISTING ROOF DRAIN AND ALL ASSOCIATED PIPING - SEE PLUMBING. FILL

HOLE IN EXISTING CONCRETE DECK WITH UNFACED MINERAL WOOL BATT

INSULATION. PROVIDE A 16" X 16" X 1/8" STEEL PLATE TO COVER HOLE FROM THE

ROOF. SET THE PLATE IN A BED OF CONSTRUCTION ADHESIVE.

D 203 REMOVE EXISTING ROOF HATCH COMPLETE. INFILL EXISTING CONCRETE ROOF

DECK - SEE STRUCTURAL. PATCH/REPAIR EXISTING CEILING BELOW TO MATCH

EXISTING.

D 204 CUT HOLES IN EXISTING CONCRETE ROOF DECK FOR NEW ROOF DRAINS. G.C. TO

FIELD VERIFY EXISTING ROOF STRUCTURAL REINFORCEMENT LOCATIONS PRIOR

TO CONSTRUCTION. IT IS RECOMMENDED THAT GPR (GROUND-PENETRATING

RADAR) SERVICES BE CONDUCTED PRIOR TO CONSTRUCTION TO IDENTIFY ANY

EMBEDDED REBAR. SHIFT ROOF DRAINS AS REQUIRED TO AVOID SEVERING OF

EXISTING CONCRETE REBAR REINFORCEMENT.

D 205 EXISTING VENT THROUGH ROOF TO BE RELOCATED - SEE MECHANICAL.

D 206 EXISTING EXHAUST FAN TO BE RELOCATED - SEE MECHANICAL. PATCH HOLE IN

STRUCTURAL METAL DECK WITH 1-1/2", 22 GA. GALVANIZED METAL "B" DECK.

D 207 REMOVE EXISTING ROOF DRAIN OUTLET PIPE IN SIDEWALL. PATCH/REPAIR

EXISTING CONSTRUCTION AND PREPARE FOR INSTALLATION OF NEW ROOFING.

SEE PLUMBING FOR MODIFIED ROOF DRAIN PIPING.

D 208 REMOVE EXISTING ASPHALT FROM CONCRETE CAP. CLEAN AND PREPARE

CONCRETE CAP TO RECEIVE NEW LIQUID EPDM FLASHING

D 210 EXISTING CHIMNEY TO REMAIN AT THIS LOCATION, BUT THE OVERALL HEIGHT IS TO

BE REDUCED. REMOVE EXISTING TOP CAP, BRICK VENEER, AND TOP COURSE OF

STONE AT EXISTING CHIMNEY. MODIFY EXISTING FLUE AS REQUIRED. SEE DETAIL

1/A6.3 FOR ADDITIONAL INFORMATION.

D 211 EXISTING VTR TO REMAIN

D 212 REMOVE EXISTING ROOF DRAIN AND ALL ASSOCIATED PIPING. NEW ROOF DRAIN

AND PIPING TO BE INSTALLED AT SAME LOCATION - SEE PLUMBING.

D 213 EXISTING SCUPPER OPENING TO BE INFILLED WITH PRESSURE TREATED NAILERS

AND 5/8” EXTERIOR GRADE PLYWOOD ON THE ROOF SIDE. SEE EXTERIOR BUILDING

ELEVATIONS FOR SCOPE OF WORK TO CLOSE OFF THE OTHER SIDE OF THE

SCUPPER.

D 214 EXISTING MECHANICAL VENT PENETRATION AND EXTERIOR EXHAUST TO BE

REMOVED ENTIRELY. FILL HOLE IN EXISTING CONCRETE DECK WITH UNFACED

MINERAL WOOL BATT INSULATION. PROVIDE A 16" X 16" X 1/8" STEEL PLATE TO

COVER HOLE FROM THE ROOF. SET THE PLATE IN A BED OF CONSTRUCTION

ADHESIVE.

D 215 REMOVE PORTION OF EXISTING METAL ROOF DECK FOR NEW ROOF HATCH

OPENING - SEE STRUCTURAL.

D 217 STONE MASON TO TEMPORARILY STORE & UTILIZE THE EXISTING STONE PIECE

CURRENTLY LAYING ON THE ROOF FOR THE CORNICE DUTCHMAN REPAIR

E01 REMOVE LIGHT FIXTURE AND ALL EXPOSED CONDUIT AT ROOF LEVEL. SEE

ELECTRICAL.

D 203

D 202

D 207

D 205

D 207

D 201

D 201 D 201

D 208

D 214

MASONRY - EXISTING BRICK VENEER TO BE RESTORED IN PLACE

MASONRY - EXISTING STONE TO BE RESTORED IN PLACE. CLEAN

STONE, REMOVE EXIST. SEALANT, AND INSTALL NEW SEALANT

EXTERIOR MATERIAL GRAPHIC LEGEND

NOT IN SCOPE FOR PHASE I

DEMOLISHED IN PHASE I

NEW/REPLACEMENT STONE. SEE SPECIFICATIONS FOR JOINT

TREATMENT REQUIREMENTS.

EXISTING STONE TO BE RESTORED IN PLACE. REPAIR AS

INDICATED. CLEAN STONE, REMOVE EXISTING JOINT

TREATMENTS. SEE SPECIFICATIONS FOR NEW JOINT

TREATMENT REQUIREMENTS.

EXISTING STONE TO BE REMOVED, STORED, CLEANED, AND

REINSTALLED IN SAME LOCATION. SEE SPECIFICATIONS FOR

JOINT TREATMENT REQUIREMENTS.

EXISTING SPALLED STONE TO BE REPAIRED

CONSTRUCTION DOCUMENTS

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P1-AD2.2

PHASE 1 -

DEMOLITION /

RESTORATION AXON

ISSUE DATE: 07/14/2025

SCALE:1 PHASE 1 - DEMOLITION / RESTORATION AXON

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND GENERAL BUILDING

STABILITY DURING REMOVAL OF ANY WALLS, FLOOR,WINDOWS, DOORS, ETC.,

DURING DEMOLITION / CONSTRUCTION PROCESS.

2. DEMOLITION PLAN NOTES ARE GENERAL DESCRIPTION. PATCH / REPAIR ALL

EXISTING SURFACES, WALLS, ETC. FROM REMOVAL OF DESCRIBED ITEMS.

PATCHING AND REPAIRS SHALL MATCH EXISTING ADJACENT MATERIALS AND

FINISH.

3. REMOVAL OF GENERAL ITEMS DESCRIBED SHALL INCLUDE ALL ANCHORS, SCREWS,

BOLTS, ETC. AFTER REMOVING SUCH ITEMS, PREPARE REMAINING WALLS,

STRUCTURE, ETC. FOR NEW CONSTRUCTION.

4. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SPECIFIC

INFORMATION FOR REMOVAL OF ALL EQUIPMENT, PIPING, WIRING, DEVICES, ETC.

COORDINATE REMOVAL OF DESCRIBED ITEMS WITH APPLICABLE TRADES.

5. PROVIDE ANY NECESSARY TEMPORARY PROTECTION TO MAINTAIN WATERTIGHT

EXTERIOR.

6. REMOVE ANY REMAINING CLIPS, ANCHORS, MISC. DEVICES, AND FASTENERS FROM

EXISTING SURFACES THAT ARE NOT SPECIFICALLY USED FOR REMAINING

CONSTRUCTION. PATCH AND / OR REPAIR EXISTING SURFACES FOR NEW

CONSTRUCTION AND FINISHES.

7. CONTRACTOR RESPONSIBLE FOR KEEPING BUILDING AND SITE SECURE AND ALL

OPENINGS COVERED DURING ALL STAGES OF DEMOLITION / CONSTRUCTION

PROCESS TO PREVENT ANY UNAUTHORIZED ACCESS/ WEATHER DAMAGE.

DEMOLITION KEYNOTES

D 201 REMOVE…

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