BOOS_CD.pdf

PDF 12 MB Posted Sep 4, 2025

Attached to: Boos Center Addition Project
Solicitation number: 2025-PARKS & RECREATION-066
Issued by: Kalamazoo County, Huntington Woods City, Michigan

About this file

Written by GovTribe AI · Sep 24, 2025

This document is a comprehensive set of architectural and engineering design plans for the Boos Recreation Center Building Remodel project for the City of Jackson, Michigan. The project involves a full-scale renovation of an existing recreation center, with detailed plans spanning multiple disciplines including architectural, electrical, plumbing, and mechanical systems. The design documents include floor plans, demolition plans, site plans, exterior and interior elevations, electrical and mechanical layouts, equipment schedules, and technical specifications. The plans outline a complete remodeling effort that appears to involve reconfiguring interior spaces, upgrading building systems, and potentially expanding or significantly modifying the existing recreation center facility.

The design documents are prepared by Covalle Group Architects and include extensive technical details for contractors, including specific requirements for materials, installation methods, and system components. The plans cover comprehensive system upgrades including electrical panel modifications, new lighting fixtures, HVAC equipment replacements, plumbing fixture updates, and architectural modifications. The project seems to be a substantial renovation aimed at modernizing the recreation center's infrastructure, improving functionality, and potentially enhancing energy efficiency. While no specific budget is visible in the provided documents, the level of detail suggests a significant capital investment in updating the municipal recreational facility.

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Other files

File	Type	Posted
Boos_Center_Addition_Project.pdf	PDF	Sep 5, 2025
Boos_Center_Addition_Project.pdf	PDF	Sep 5, 2025
BOOS_CD.pdf	PDF	Sep 4, 2025
RE__FINAL_REVISED_BOOS_CD_-_REVISED.msg	MSG file	Sep 4, 2025
RE__FINAL_REVISED_BOOS_CD_-_REVISED.msg	MSG file	Sep 4, 2025
CDBG_Additional_Forms.pdf	PDF	Sep 4, 2025
Performance_Bond.pdf	PDF	Sep 4, 2025
Labor_and_Material_Payment_Bond.pdf	PDF	Sep 4, 2025
CDBG_Additional_Forms.pdf	PDF	Sep 4, 2025
Maintenance_and_Guarantee_Bond.pdf	PDF	Sep 4, 2025
Labor_and_Material_Payment_Bond.pdf	PDF	Sep 4, 2025
Maintenance_and_Guarantee_Bond.pdf	PDF	Sep 4, 2025
Performance_Bond.pdf	PDF	Sep 4, 2025

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C O

V E R

S H

E E T

CS1

B O

O S

R E C R

E A T

N C

E N

T E R

B U

R E M

O D

E L

CITY OF JACKSON

BOOS RECREATION CENTER

BUILDING REMODEL

DRAWING INDEX

STM

EHH

HYD WV

BM #1

BM #2

BM #3

BM #4

BM #5

B E

R T

E E

E GANSON STREET

EXISTING PARKING 3

B E

R T

E E

E D

G E

W O

O D

E E

BENCHMARK INFORMATION

BM #1

ELEV = 982.35

CONTROL CAP

BM #2

ELEV = 982.92

NORTH RIM

BM #3

ELEV = 983.16

SW RIM CORNER

BM #4

ELEV = 989.35

NW RIM CORNER

BM #5

ELEV = 988.64

CONTROL CAP

N 1 inch = ft.

20 4030

DEMOLITION NOTES

LEGEND

PLANS PREPARED BY:

Civil Engineers & Surveying

MICHIGAN | INDIANA | ILLINOIS | OHIO

ASR

PLANS PREPARED BY:

AR Engineering www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: cvk

SHEET NUMBER

F O

JOB NUMBER

R O

D U

O N

, C O

G O

R O

O F

D R

G W

O U

T W

C O

N T

R O

R E

N G

DATE

N o.

2189003

8/12/2025

S C

R S

C O

E G

R O

U P

REMOVE

LIMITS OF CONSTRUCTION

P PROTECT

PAVEMENT REMOVAL

SAWCUT

ALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS DERIVED

FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY

SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR

SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE

AREA. FIELD WORK PERFORMED BY: LAND TECH

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL

LAWS, RULES AND REGULATIONS IN FORCE AT TIME OF

CONSTRUCTION.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

ALL PERMITS, PERMIT COSTS, TAP FEES, METER DEPOSITS,

PERMANENT UTILITY APPLICATIONS, BONDS, AND OTHER FEES

REQUIRED FOR PROPOSED WORK. THIS SHALL INCLUDE, BUT SHALL

NOT BE LIMITED TO THOSE REQUIRED BY THE CITY OF JACKSON,

MICHIGAN AND JACKSON COUNTY.

10. CONTACT MISS DIG "811" FOR LOCATION OF UNDERGROUND UTILITIES

A MINIMUM OF 48 HOURS BEFORE COMMENCING EXCAVATION WORK.

THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY

OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF THE "MISS

DIG" ALERT SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS

OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT

REQUIRING RELOCATION WILL NOT BE DISTURBED.

11. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

12. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

DEMOLITION.

13. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL

SPECIFICATIONS AND GEOTECHNICAL REPORT.

14. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND ACCEPTED AS

SHOWN PRIOR TO COMMENCEMENT OF WORK.

15. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL

ONTO ADJACENT ROADWAYS. CONTRACTOR SHALL SWEEP

IMMEDIATELY IF OCCURS.

16. ANY DISTURBED AREA WHICH WILL BE LEFT UNWORKED 15 DAYS OR

LONGER MUST BE SEEDED TO ESTABLISH VEGETATION FOR

TEMPORARY STABILIZATION. BASINS TO BE SEEDED AND MULCH

BLANKETS APPLIED IMMEDIATELY TO PROVIDE A STABLE BASE AND

AVOID EXCESSIVE EROSION.

17. REVIEW ALL THE REMOVALS AND PROTECTION WITH OWNER PRIOR TO

COMMENCING CONSTRUCTION. INSTALL TEMPORARY SNOW FENCE

AROUND ALL TREES REQUIRING PROTECTION. SNOW FENCE SHALL BE

PLACED AT EDGE OF DRIP LINE.

18. SAWCUT ALL CURB, SIDEWALK, AND PAVEMENTS PRIOR TO REMOVAL.

ADDITIONAL SAWCUT MAY BE NECESSARY PRIOR TO REPLACEMENT

TO ENSURE CLEAN EDGE.

19. ALL REMOVALS SHALL BE TAKEN OFF-SITE AND DISPOSED OF

PROPERLY. NO STOCKPILE OR BURNING OF DEBRIS IS ALLOWED.

20. ALL REMOVALS SHALL BE TO THE LIMITS INDICATED ABOVE UNLESS

OTHERWISE DIRECTED BY THE ENGINEER. UNAUTHORIZED REMOVALS

AND SUBSEQUENT REPLACEMENT SHALL BE AT THE CONTRACTOR'S

EXPENSE.

21. REMOVE, STORE, AND RESET ANY EXISTING SIGNS AS DIRECTED BY

THE ENGINEER/OWNER.

22. REMOVE ALL TREES TO THE CLEARING LIMITS AS SHOWN. REMOVE

ALL EXISTING TREES, STUMPS AND BRUSH FROM THE SITE AS

NECESSARY TO CONSTRUCT THE IMPROVEMENTS.

23. THE CONTRACTOR SHALL DEMOLISH AND REMOVE ANY ITEMS

REMAINING FROM THE EXISTING BUILDING, IN ITS ENTIRETY,

INCLUDING WALLS, FOUNDATIONS AND FOOTINGS. ALL BUILDING

DRAINS AND UTILITY LEADS SHALL BE LOCATED AND PROPERLY

PLUGGED. UTILITY LEAD WORK SHALL BE COORDINATED WITH THE

APPROPRIATE UTILITY COMPANY.

24. BACKFILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL

COMPACTED TO 95% OF THE MATERIAL UNIT WEIGHT BY MODIFIED

PROCTOR.

25. CONTROL SHALL BE MAINTAINED OVER THE SITE AND OPERATION TO

ELIMINATE HAZARDS TO THE PUBLIC. NAILS OR OTHER TIRE

PUNCTURING ITEMS SHALL NOT BE DROPPED ON STREETS, ALLEYS

AND ADJACENT PROPERTY. PUBLIC STREETS, CURBS AND SIDEWALKS

SHALL BE PROTECTED FROM DAMAGE. THE PERSON ENGAGED IN THE

DEMOLITION WORK SHALL BE LIABLE FOR ANY AND ALL DAMAGE TO

CURBS, STREETS, SIDEWALKS AND OTHER PUBLIC OR PRIVATE

PROPERTY AND FOR ANY BODILY INJURY OCCURRING AS A RESULT OF

THE DEMOLITION WORK.

C1.0

G C

O N

S- D

ATE OF MICHIGAN

L I C E N S E D P R O F E S S I O N A L E N G

I N E E

ANDREW ROSSELL, P.E.

No. 56221

REMOVE SIDEWALK TO

FRONT ENTRANCE

SAWCUT EDGE

OF SIDEWALK

REMOVE AND RELOCATE

LIGHT POLE, COORDINATE

WITH OWNER

JACKSON BOOS

RECREATIONAL CENTER

F.F. 985.27

ENSURE CLEAN EDGE TO

ABUT NEW SIDEWALK TO.

SAWCUT IF NECESSARY.

AutoCAD SHX Text

EXT.

AutoCAD SHX Text

EXT.

AutoCAD SHX Text

STR

AutoCAD SHX Text

STR

AutoCAD SHX Text

AutoCAD SHX Text K.P.1

AutoCAD SHX Text K.P.2

AutoCAD SHX Text K.P.1

AutoCAD SHX Text ANDREW SHEA ROSSELL ENGINEER No. 6201056221

BENCHMARK INFORMATION

BM #1

ELEV = 982.35

CONTROL CAP

BM #2

ELEV = 982.92

NORTH RIM

BM #3

ELEV = 983.16

SW RIM CORNER

BM #4

ELEV = 989.35

NW RIM CORNER

BM #5

ELEV = 988.64

CONTROL CAP

985.27

985.27 985.27

985.27

985.15

985.56

985.75

985.92

985.96

985.86985.86

985.27 985.27

985.25 985.00

984.25

984.50

985.00

982.00

984.00

983.00

C2.0

PLANS PREPARED BY:

Civil Engineers & Surveying

MICHIGAN | INDIANA | ILLINOIS | OHIO

ASR

PLANS PREPARED BY:

AR Engineering www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: cvk

SHEET NUMBER

F O

JOB NUMBER

R O

D U

O N

, C O

G O

R O

O F

D R

G W

O U

T W

C O

N T

R O

R E

N G

DATE

N o.

2189003

8/12/2025

S C

R S

C O

E G

R O

U P

26T

29T

33T

LIMITS OF CONSTRUCTION

SILT FENCE

GRADING NOTES LEGEND

ALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS DERIVED

FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY

SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR

SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE

AREA. FIELD WORK PERFORMED BY: LAND TECH

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN FORCE AT TIME

OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT COSTS, TAP FEES, METER DEPOSITS, PERMANENT UTILITY APPLICATIONS, BONDS, AND OTHER FEES REQUIRED FOR PROPOSED WORK. THIS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE REQUIRED BY THE MICHIGAN DEPARTMENT OF

TRANSPORTATION.

3. CONTACT MISS DIG "811" FOR LOCATION OF UNDERGROUND UTILITIES A MINIMUM OF 48 HOURS BEFORE COMMENCING EXCAVATION WORK. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO ARE NOT PART OF THE "MISS DIG" ALERT SYSTEM. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

4. DEMOLISH & REMOVE ALL EXISTING SITE FEATURES AS REQUIRED.

5. MATCH EXISTING GRADES AROUND PERIMETER WITH SLOPES AS SHOWN.

6. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT GRADES AT EDGE OF METAL (EOM) UNLESS OTHERWISE NOTED.

7. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO MASS GRADING.

8. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND GEOTECHNICAL REPORT

PREPARED BY LAND TECH.

9. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND ACCEPTED AS SHOWN PRIOR TO COMMENCEMENT OF WORK.

10. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO ADJACENT ROADWAYS. CONTRACTOR SHALL

SWEEP IMMEDIATELY IF OCCURS.

11. ANY DISTURBED AREA WHICH WILL BE LEFT UNWORKED 15 DAYS OR LONGER MUST BE SEEDED TO ESTABLISH VEGETATION FOR TEMPORARY STABILIZATION. BASINS TO BE SEEDED AND MULCH BLANKETS APPLIED IMMEDIATELY TO

PROVIDE A STABLE BASE AND AVOID EXCESSIVE EROSION.

1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH MDOT-EGLE. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT" FROM THE GOVERNING AUTHORITY AND A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM THE GOVERNING AUTHORITY, IF APPLICABLE, PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE "SOIL EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTION SERVICE REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS AND SHALL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION CONTROL MEASURES.

2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER, THESE

COVER AREAS ACT AS SEDIMENT FILTERS.

3. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR FINAL

CLEAN UP AND APPROVAL.

4. GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND ELSEWHERE AS DIRECTED BY THE ENGINEER.

SEEDING AND/OR SODDING SHALL BE INSTALLED ON CREEK BANKS IMMEDIATELY AFTER CONSTRUCTION TO

PREVENT EROSION.

5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES SHALL BE INCLUDED IN

THE VARIOUS EROSION CONTROL ITEMS.

ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE PER MDOT STANDARD DETAILS. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY MEASURE. SOIL EROSION CONTROL PLANS DENOTE MINIMUM

EROSION MEASURES REQUIRED AS DESCRIBED BELOW.

DENOTES PERMANENT SEEDING. ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BE RESTORED. PLACE TOPSOIL SURFACE, SALV, 3 INCH, MDOT SEEDING, MIXTURE TUF APPLIED AT A RATE OF 220 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED AT A RATE OF 228 LB/ACRE; MULCH AT A RATE OF 2 TON/ACRE AND MULCH

ANCHORING. (APPLIES TO ENTIRE PROJECT)

DENOTES DUST CONTROL. DUST CONTROL MAY BE REQUIRED ON THE SUBGRADE CONSTRUCTION AND WILL INCLUDE APPLYING FRESH WATER TO BE INCLUDED IN THE ITEM OF EMBANKMENT. DUST CONTROL ON THE AGGREGATE BASE COURSE WILL BE ACCOMPLISHED BY APPLYING FRESH WATER (INCLUDED IN THE ITEM OF AGGREGATE BASE, 6 INCH) AND APPLYING DUST PALLIATIVE, APPLIED, CACL₂ (TON) AS DIRECTED BY THE PROJECT

ENGINEER.

DENOTES AGGREGATE COVER/PERMANENT PAVEMENT RESTORATION

DENOTES TEMPORARY SILT FENCE. SILT FENCE SHALL BE INSTALLED AT CREEK CROSSINGS, ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. EACH SILT FENCE

SHALL BE INSTALLED GENERALLY ALONG THE SAME CONTOUR ELEVATION.

DENOTES INLET PROTECTION FABRIC DROP. SHALL BE INSTALLED AT EXISTING AND PROPOSED STORM SEWER INLETS TO PROVIDE SETTLING AND FILTERING OF SILT LADEN WATER PRIOR TO ENTRY INTO THE DRAINAGE SYSTEM.

DENOTES MULCH BLANKET OR MATTING. SHALL BE NORTH AMERICAN GREEN DS150, OR APPROVED EQUAL. MULCH BLANKETS SHALL BE PLACED ON ALL 1:3 SLOPES OR GREATER, IN AND AROUND DITCH BOTTOMS WHERE THERE IS

NO BIOSWALE BY CONTRACTOR RESPONSIBLE FOR RESTORING THAT AREA.

N 1 inch = ft.

10 2015

ATE OF MICHIGAN

L I C E N S E D P R O F E S S I O N A L E N G

I N E E

ANDREW ROSSELL, P.E.

No. 56221

SIDEWALKS SHALL COMPLY WITH AMERICANS

WITH DISABILITIES ACT (ADA) STANDARDS

SECTIONS 402.3, 403.5.1, AND 403.6

BUILDING ADDITION

F.F. 985.27

MATCH EXISTING

SIDEWALK 33T

26T

4T 8P

SOIL EROSION & SEDIMENT CONTROL NOTES

JACKSON BOOS

RECREATIONAL CENTER

F.F. 985.27

YD#1

LB#2

LB#3

YD#1, 2' DIA., EJIW 1020 BEEHIVE

RIM: 985.00

12" INV N = 982.5

SUMP = 980.50

LB#2, 2' DIA., EJIW 1020 BEEHIVE

RIM: 984.50

12" INV E = 982.42

12" INV S = 982.42

SUMP = 978.50

LB#3, 2' DIA., EJIW 1020 BEEHIVE

RIM: 984.25

12" INV W = 982.33

SUMP = 978.25

TD#4, ACO K100 TRENCH DRAIN W/

GALV. SLOTTED GRATE (CLASS B)

RIM: 985.15

6" INV N = 983.55

W CHANNEL INV = 984.65

E CHANNEL INV = 984.55

STORM STRUCTURE DATA

7' - 6" HDPE @ 1.00%

TD#4

4' -6

E.J.I.W. #1020 BEEHIVE

(OR APPROVED EQUAL)

24" DIA.

1' 1'

18" MIN., 24" MAX.

PRECAST REINFORCED CONCRETE

BASE SECTION

COARSE AGGREGATE,

WASHED MDOT 6A

PRECAST PERFORATED

CONCRETE STRUCTURE

COARSE AGGREGATE,

WASHED MDOT 6A

NONWOVEN GEOTEXTILE

FABRIC, AMOCO 4553

OR EQUAL

NOTE:

INLET SHALL BE

CONSTRUCTED IN

ACCORDANCE WITH ASTM

SPECIFICATION C-478

LEACHING BASIN DETAIL

C1.0 - 050006 NOT TO SCALE

29T

RELOCATED LIGHT POLE.

COORDINATE WITH OWNER.

*2% MAX

*TRANSVERSE CONCRETE SLOPES ARE TYPICALLY 1.5% OR 2%

MAXIMUM. IN ORDER TO MEET SITE CONDITIONS, IF THE TRANSVERSE

SLOPE IS REQUIRED TO BE LESS THAN 1.5%, LONGITUDINAL DRAINAGE

MUST BE PROVIDED.

REFER TO MDOT STANDARD PLAN R-29-I

(DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK)

4" MIN. COMPACTED (95% DENSITY)

MDOT CLASS II SAND BASE

4" CONC. SIDEWALK (GRADE P1 MIX

DESIGN 6.0 SACK CONCRETE MIX)

4" TOPSOIL, MDOT ROADSIDE SEED

AND MULCH (TYP.) WHERE APPLICABLE

4" R

(TYP.)

VARIES

TYP.

CONCRETE SECTION

C2.0 - 030301 NOT TO SCALE

12" X 6" WYE I.E. 984.48

R5'

R18'

R8'

H D

29' - 12" HDPE @ 0.30%

6" DOWNSPOUT

17' - 6" HDPE @ 1.00% (MIN.) FLARED END SECTION

WITH 6 SYD PLAIN RIPRAP

ON GEOTEXTILE FABRIC

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

VESTIBULE

AutoCAD SHX Text

GYMNASIUM

AutoCAD SHX Text

WORK

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

HALL

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

MENS

AutoCAD SHX Text

HALL

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text

MEETING

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

ST01

AutoCAD SHX Text

VESTIBULE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

RECEPTION

AutoCAD SHX Text

COMMUNITY

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text

HALL

AutoCAD SHX Text

ANDREW SHEA ROSSELL ENGINEER No. 6201056221

1/8" = 1'-0"

DEMOLITION FLOOR PLAN NORTH

1/8" = 1'-0"

MECHANICAL MEZZANNINE

D E M

O L

S R

E C R

E A T

N C

E N

T E R

R E M

O D

E L

GENERAL DEMOLITION NOTES KEYED DEMOLITION NOTES EXISTING FLOOR FINISH LEGEND

F L O

O R

P L A

DEMOLITION REFLECTED CEILING PLAN NORTH

1/8" = 1'-0"

MECHANICAL MEZZANNINE

D E M

O L

S R

E C R

E A T

N C

E N

T E R

R E M

O D

E L

GENERAL DEMOLITION NOTES KEYED DEMOLITION NOTES

R E F L E C T

P L

WORK NOTES

B O

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

E L

N E W

F L O

O R

P L A N

WALL LEGEND

1/8" = 1'-0"

NEW FLOOR PLAN NORTH

MECHANICAL MEZZANNINE

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

E L

N E W

R E F L E C T

P L A N

KEYED NOTES

NEW REFLECTED CEILING PLAN NORTH

ROOF FRAMING PLAN NORTH

B O

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

E L

N E W

F O

U N

D A T

N /R

O O

SIMPSON STRONG TIE NOTE

TRUSS DESIGN NOTE

LINTEL SCHEDULE

LTL # SIZE

ROOF SHEATHING NOTE:

EXTERIOR SHEAR WALL NOTES:

POST SCHEDULE

POST # SIZE

1/8" = 1'-0"

ROOF PLAN NORTH

O O

F F

R A M

P L A N

LEAD WALL DETAIL, TYP.

1/8" = 1'-0"

FOUNDATION PLAN NORTH

THICKENED SLAB TS-1

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

E L

D E M

O L

A N

D N

E W

E X T E R

E L E V A T

N S

DEMOLITION NORTH ELEVATION

1/8" = 1'-0"

NEW NORTH ELEVATION

1/8" = 1'-0"

DEMOLITION EAST ELEVATION

1/8" = 1'-0"

NEW EAST ELEVATION

1/8" = 1'-0"

NEW WEST ELEVATION

L L S

E C T

N S

B O

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

L L S

E C T

N S

B O

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

A N

D E T A

S A

N D

B O

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

E L

T E R

E L E V A T

N S

GREETER DESK SECTIONGREETER DESK PLAN

INTERIOR ELEVATION

A10

O S

R E C R

E A T

N C

E N

T E R

R E M

O D

ABBREVIATIONSMICHIGAN CODE 2021

S T R

U C

T U

R A L N

O T E S

S0IN

T H

E C

O P

Y R

E R

R O

N A

L S

H A

O M

M O

N L

A W

, S

Y A

N D

E R

R E

S E

R V

E D

F S

E R

E S

H A

E M

T H

E P

R O

P E

O F

D E

N P

R O

N A

H E

D E

N D

O C

U M

E N

N D

M E

P R

E P

A R

E D

B Y

T H

E D

E S

P R

S S

A L

A S

M E

R E

P O

, P

N S

, S P

E C

O N

S , C

O M

P U

E S

, F

, N O

A N

D O

MATERIAL SPECIFICATIONS:

STEEL

W/BEAMS AND CHANNELS ASTM A992, GRADE 50

ANGLES, PLATES, BARS ASTM A36

ANCHOR BOLTS/RODS ASTM A1554, GRADE 36

DEFORMED REINFORCING BARS ASTM A706, GRADE 60

WIRE AND WELDED WIRE ASTM A951

CONCRETE MASONRY UNITS (CMU) ASTM C90, f'm = 2,000 PSI MIN.

MASONRY

CLAY MASONRY UNITS ASTM C62

MORTAR ASTM C270, TYPE M

GROUT ASTM C476

STEEL NOTES

MASONRY NOTES

1. ALL WALL AND FLOOR PENETRATIONS ARE TO BE SEALED TO MAINTAIN ORIGINAL

RATING.

2. ALL CONDUITS TO BE FIELD ROUTED ALONG EXISTING PIPING AND STRUCTURAL

STEEL.

3. THE DIVISION 26 CONTRACTORS SHALL VISIT THE PROJECT AND DETERMINE THE

EXACT EXTENT OF THE DEMOLITION WORK REQUIRED BEFORE BIDDING THE PROJECT.

4. REMOVE ALL EXISTING OBSOLETE EXPOSED CONDUIT, WIRE AND UNUSED EQUIPMENT

WHERE WORK IS BEING DONE EXCEPT ITEMS NOTED OTHERWISE.

5. WHERE BUILDING SURFACES ARE DAMAGED BY THE REMOVAL OF OLD WORK,

SURFACES SHALL BE PATCHED TO MATCH ADJACENT.

6. EXISTING WORK WHICH IS PRESENTLY CONCEALED AND WHICH WILL REMAIN

CONCEALED AND DOES NOT INTERFERE WITH ANY NEW WORK OF ANY TRADE NEED

NOT BE REMOVED. HOWEVER, ALL CONDUIT SHALL BE CAPPED BELOW FINISH

SURFACE AND THEN PATCHED TO MATCH, OR AS NOTED.

7. EXISTING OPENINGS, WHICH ARE TO BE REUSED, SHALL BE MODIFIED OR ENLARGED

TO SUIT THE NEW SYSTEMS AS REQUIRED. PROVIDE ALL REQUIRED CUTTING AND

PATCHING.

8. IF ASBESTOS IS PRESENT, IT WILL BE REMOVED OR RENDERED HARMLESS UNDER

SEPARATE CONTRACT BY THE OWNER.

9. THE DIVISION 26 CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING THE EXISTING

WALLS TO MATCH THE ADJACENT SURFACES BEHIND ALL SURFACE MOUNTED

EQUIPMENT.

10. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT VOLTAGES AND LOADS PRIOR TO

INSTALLING SERVICE TO EQUIPMENT.

11. DRAWINGS ARE BASED ON EXISTING RECORD DOCUMENT AND CASUAL FIELD

12. OBSERVATION. REPORT ANY DISCREPANCIES TO ENGINEER FOR CLARIFICATION.

CONTRACTOR SHALL PROVIDE COMMISSIONING OF ELECTRICAL SYSTEMS BY

INDEPENDENT THIRD PARTY AGENCY OR INDEPENDENT COMMISSIONING AGENT AS

REQUIRED BY THE 2021 MICHIGAN COMMERCIAL ENERGY CODE SECTION 408.2.4 AND

408.3. TEST, CERTIFY , AND PROVIDE DOCUMENTATION OF LIGHTING CONTROL

DEVICES AND CONTROL SYSTEMS TO ENSURE THAT CONTROL HARDWARE AND

SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING

CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE

MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ENERGY CONTROL DESIGN

GUIDE LINES.

GENERAL ELECTRICAL NOTES

FCPS

M C

SSCP

NCC

M P

A L B1 B2

SRS

EMERGENCY PUSH STATION

CODE BLUE STATION

TVSS

VFD

TRANSIENT VOLTAGE SURGE SUPPRESSION

VARIABLE FREQUENCY DRIVE

GLASS BREAK

DUPLEX RECEPTACLE

TEACHER STATION

ADMINISTRATION STATION

STUDENT STATION

CARD READER

CO CARBON MONOXIDE DETECTOR

DOCK LIGHT FIXTURE

CONTROL MODULE

TELEPHONE / DATA OUTLET

DUTY STATION

STAFF STATION

STAFF REGISTER STATION

DOME LIGHT

DUAL BED STATION

SINGLE BED STATION

BED / LIGHT INTERFACE

PENDENT INTERFACE

EMERGENCY PULL STATION

MASTER STATION

NURSE CALL CONTROLLER

NURSE CALL

ADDENDUM NOTE

PLAN NOTE

DEMOLITION NOTE

THREE PHASE MOTOR

BELL

AUDIO / VIDEO INPUT

VIDEO INPUT

WALL MOUNTED SPEAKER / CLOCK COMBO

WALL MOUNTED SPEAKERS

DUAL FACE CLOCK

CCTV CONTROL PANELCCTV

SECURITY SYSTEM CONTROL PANEL

KEY PAD

BEAM DETECTOR

MOTION DETECTOR

DOOR CONTACT

CAMERA

MONITOR MODULE

FIRE CONTROL POWER SUPPLY

VISUAL ONLY UNIT

ELECTRICAL SYMBOLS LEGEND

SINGLE RECEPTACLE (120 VOLT)

EMERGENCY RECEPTACLE

DOUBLE DUPLEX RECEPTACLE

SINGLE FACE CLOCK

FLUSH FLOOR BOX

SURFACE FLOOR BOX

SPECIAL EQUIPMENT RECEPTACLE

TELEPHONE OUTLET

DATA OUTLET

POWER POLE

JUNCTION BOX

WALL JUNCTION BOX

PULL (JUNCTION) BOX

UNDERFLOOR JUNCTION BOX

OUTLETS

LIGHT FIXTURE

STRIP FIXTURE

IN-GRADE LIGHT FIXTURE

SPOTLIGHT (number of heads shown) EXIT SIGN (face & direction as shown)

WALL MOUNT LIGHT FIXTURE

CEILING LIGHT FIXTURE

TRACK & FIXTURE

STREET TYPE POLE FIXTURE

POLE MOUNTED LIGHT FIXTURE

EXTERIOR WALL MOUNT LIGHT FIXTURE

WALLPACK LIGHT FIXTURE

SPECIAL PURPOSE LIGHT FIXTURE

HIGH BAY LIGHT FIXTURE

EMERGENCY EGRESS LIGHT FIXTURE

(number of heads shown)

EMERGENCY LIGHT FIXTURE

FIXTURES

SWITCHES

SINGLE-POLE SWITCH

DIMMER SWITCH

TIME SWITCH

KEY SWITCH

MANUAL MOTOR SWITCH

THERMAL OVERLOAD SWITCH

SWITCH WITH PILOT LIGHT

FOUR-WAY SWITCH

THREE-WAY SWITCH

CIRCUITRY and RACEWAYS

UNDERFLOOR DUCT

BUS DUCT

PLUGMOLD AS SPECIFIED

WIREMOLD AS SPECIFIED

FLEXIBLE PIGTAILS/CONNECTIONS

"CONDUIT RUN CONTINUES" INDICATION

END OF CONDUIT RUN, CAP AND STAKE

END OF CONDUIT RUN

HOME RUN (with circuit numbers)

CONDUIT STUB DOWN

CONDUIT STUB UP

CONDUIT INSTALLED

MECHANICAL

ELECTRIC WATER HEATER

ELECTRIC UNIT HEATER

PIPE TRACE HEATER

RESISTANCE HEATER, KW SHOWN

SINGLE PHASE MOTOR

SOUND and SIGNAL

INTERCOM OUTLET

MICROPHONE OUTLET

TELEVISION OUTLET

CHIME

BUZZER

VOLUME CONTROL

SPEAKER

SERVICE and EQUIPMENT

THERMOSTAT

CAPACITOR

ENCLOSED CIRCUIT BREAKER

TRANSFER SWITCH

WIREWAY

GROUND CONNECTION PER N.E.C.

TELEPHONE TERMINAL BOARD

GENERATOR, KW SHOWN

CURRENT TRANSFORMERS

UTILITY METER, AS REQUIRED

WEATHERHEAD

PANELBOARD, FLUSH MOUNTED

PANELBOARD, SURFACE MOUNTED

COMB. STARTER

MAGNETIC STARTER

FUSED DISCONNECT SWITCH

TRANSFORMER

CONTROL

xxVA connection by x/C) IRRIGATION CONTROLLER (120 volt

LIGHTING CONTACTOR

CONTROL TRANSFORMER

buttons indicated) PUSHBUTTON STATION (number of TIME CLOCK (24 hour U.O.N.)

PHOTOCELL (voltage as required)

HUMIDISTAT

FIRE ALARM

TAMPER SWITCH (furnished by FP/C) FLOW SWITCH (furnished by FP/C)

FIREFIGHTER COMMUNICATION JACK

MAGNETIC DOOR HOLDER

REMOTE INDICATING LIGHT, CLG. MTD.

REMOTE INDICATING LIGHT, WALL MTD.

END OF LINE DEVICE

ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

PULL STATION

SPEAKER & LIGHT

SPEAKER

HORN

DUCT SMOKE DETECTOR

HEAT DETECTOR

SMOKE DETECTOR

HORN & LIGHT

DESIGNATIONS

(by E.C.)

(by others)

FACP

ANN

EOL

1,3

UFD

F S

SWITCH STYLE OCCUPANCY SENSOROC

DIGITAL TIME SWITCH

POWER PACK

DUAL TECHNOLOGY SENSOR - 360° - 500 SQ FT

DUAL TECHNOLOGY SENSOR - 360° - 1000 SQ FT

ULTRASONIC SENSOR - 360° - 2 CIRCUIT

OCCUPANCY SENSOR / PHOTOCELL

WALL MOUNT DUAL TECHNOLOGY SENSOR

OS5

OS4

OS2

OS3

OS1

DUCT SMOKE DETECTORF/S

CEILING MOUNTED WIFI

DIGITAL EQUIPMENT METER, AS REQUIRED

POLE

PUMP

PANEL

PNL

PVC

PRV-

P-

POLY VINYL CLORIDE

POWER ROOF VENTILATOR

PULL BOX

GENERAL CONTRACTOR

GROUND

HUMIDIFIERH-

GND

GFI

GROUND FAULT INTERUPTER

ABBREVIATIONS LEGEND

POWER

SWITCH

RECEPT

SF-

SWBD

TCC

SPEC

RGC

RTU-

PWR

VOLTS

WATTS

UNO

UH-

TYP

ROOF TOP UNIT

RECEPTACLE

SWITCHBOARD

UNDER FLOOR

SPECIFICATIONS

RIGID GALVANIZED STEEL CONDUIT

UNLESS NOTED OTHERWISE

UNDERWRITERS' LABORATORIES, INC.

TAMPER PROOF RECEPTACLE

TAMPER PROOF SWITCH

TEMPERATURE CONTROL CONTRACTOR

VERIFY LOCATION WITH OWNER

TYPICAL

UNIT HEATER

SUPPLY FAN

WITH

WITHOUT

XFMR

W/O

TRANSFORMER

WEATHER PROOF

HOUR

LIGHT

JUNCTION BOX

LIGHT CONTROL

ISOLATED GROUND

HORSEPOWER

MINIMUM

MOUNT

MAKE-UP AIR UNIT

MOTOR CONTROL CENTER

MAIN LUG ONLY

MOUNTED

MOUNTING

MAXIMUM

LIGHTING

LT FLEX

MTD

MUAU-

MTG

MLO

MIN

MAX

MCC

LTG

IMC

HVAC

HOA

NORMALLY CLOSED

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

NIGHT LIGHTNL

NTS

NIC

HAND-OFF-AUTO SELECTOR SWITCH

HEATING/VENTILATING/AIR CONDITIONING

INTERMEDIATE METAL CONDUIT

LIQUID TIGHT FLEXIBLE METAL CONDUIT

MECHANICAL CONTRACTOR

HID HIGH INTENSITY DISCHARGE

AFF

ACU-

AHJ

AHU-

B-

AIC

ATS

BLDG

CHLR-

CND (C)

CKT BKR

CKT

CUH-

CU-

DISC

DFU-

EF-

DWH-

EBB-

DWG

CT-

EXIST (E)

EWC

FLEX

FLA

FLR

FSES

FLUOR

EMT

ABOVE FINISHED FLOOR

AIR CONDITIONING UNIT

AMPS

ABOVE COUNTER

AIR HANDLING UNIT

AUTOMATIC TRANSFER SWITCH

AMPS INTERUPTING CAPACITY

AUTHORITY HAVING JURISDICTION

ABOVE SHELF

BOILER

BUILDING

BELOW COUNTER

CHILLER

DOMESTIC WATER HEATER

CABINET UNIT HEATER

CIRCUIT

CIRCUIT BREAKER

CONDUIT

CONDENSING UNIT

COOLING TOWER

DUCT FURNACE

DRAWING

DISCONNECT

FOOD SERVICE EQUIP. SUPPLIER

ELECTRIC WATER COOLER

ELECTRICAL CONTRACTOR

ELECTRIC BASEBOARD

ELECTRICAL METALLIC TUBING

EXISTING

EXHAUST FAN

FLOOR

FLUORESCENT

FLEXIBLE CONDUIT

FULL LOAD AMPS

EM EMERGENCY

F/S FIRE/SMOKE

FU- FURNACE

12' LINEAR DIRECT/INDIRECT PENDANT MOUNT LIGHT FIXTURE.

FIXTURE

MOUNTING

HEIGHT

LAMPSDESCRIPTION AND COMMENTSTYPE MANUFACTURER CATALOG NO.

LIGHTING FIXTURE SCHEDULE

HE WILLAIMS -

LAEM

LA PENDANT

400D/400I

LUMENS/FT

81.4W, 4000K

LED

BALLAST INFO

DIMMING OCCUPANCY

SENSOR SWITCH

LOW VOLTAGE SWITCH

LCEM

SURLITESXA

12' LINEAR DIRECT/INDIRECT PENDANT MOUNT LIGHT FIXTURE EQUIPPED WITH

EMERGENCY BATTERY PACK.- -

12' LINEAR RECESSED LIGHT FIXTURE.- -

8' LINEAR DIRECT/INDIRECT PENDANT MOUNT LIGHT FIXTURE.- -

8' LINEAR DIRECT/INDIRECT PENDANT MOUNT LIGHT FIXTURE EQUIPPED WITH

EMERGENCY BATTERY PACK.- -

8' LINEAR RECESSED LIGHT FIXTURE.- -

LED EXIT SIGN. PROVIDE MOUNTING, FACES, AND ARROWS AS INDICATED ON DRAWINGS.EUS61R SURFACE LED-

LED REMOTE EMERGENCY LIGHT. COORDINATE FINISH WITH ARCHITECT. SURFACE LED-SURLITES SR-P-A-29-BK

LITHONIA

HE WILLAIMS

LITHONIA

HE WILLAIMS

LITHONIA

HE WILLAIMS

LITHONIA

HE WILLAIMS

LITHONIA

HE WILLAIMS

LITHONIA

LDEM HE WILLAIMS

LITHONIA

LE HE WILLAIMS

LITHONIA

8' LINEAR RECESSED LIGHT FIXTURE EQUIPPED WITH EMERGENCY BATTERY PACK.-

- 6' LINEAR RECESSED LIGHT FIXTURE.

LF HE WILLAIMS

LITHONIA

LG HE WILLAIMS

LITHONIA

6" LED DOWNLIGHT.

LED 2X4 FLAT PANEL.

PENDANT

RECESSED

400 LUMENS/FT

43.2W, 4000K

LED

400D/400I

LUMENS/FT

81.4W, 4000K

LED

400D/400I

LUMENS/FT

54.24W, 4000K

LED

400D/400I

LUMENS/FT

54.24W, 4000K

LED

400 LUMENS/FT

28.8W, 4000K

LED

400 LUMENS/FT

28.8W, 4000K

LED

400 LUMENS/FT

21.6W, 4000K

LED

1000 LUMENS

10.0W, 4000K

LED

4591 LUMENS

41.4W, 4000K

LED

1. ALL FIXTURES WITH "EM" DESIGNATION SHALL HAVE INTEGRAL 1400 LUMEN

EMERGENCY BATTERY PACK.

2. ALTERNATE LIGHTING MANUFACTURERS EQUIPMENT SHALL BE SIMILAR IN

PERFORMANCE, PHYSICAL APPEARANCE, AND CONSTRUCTION SHALL BE

CONSIDERED AS EQUAL TO FIXTURES SPECIFIED.

3. SHOP DRAWINGS SUBMITTED AFTER AWARD FOR FIXTURES WHICH WERE NOT

PRE-APPROVED ARE SUBJECT TO BEING REJECTED.

4. ENGINEER SHALL HAVE FINAL AUTHORITY ON APPROVAL OF THE PROPOSED

ALTERNATIVE FIXTURES.

FIXTURE SCHEDULE NOTES

B O

O S

R E C

R E A T

N C

E N

T E R

R E M

O D

E L

M A

T R

I X

E L E C

T R

A L N

O T E S

Y M

B O

L S

A N

D A

B B

R E V

DIVISION 26 - ELECTRICAL SPECIFICATIONS

DESCRIPTION OF WORK

WORK SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING:

1. DEMOLITION

2. TEMPORARY POWER AND LIGHTING

3. CONDUIT AND RACEWAYS

4. CONDUCTORS

5. GROUNDING

6. SAFETY DISCONNECT SWITCHES

7. DEVICES, SWITCHES AND RECEPTACLES

8. MOTOR STARTERS AND CONTROLS

9. LIGHTING, LIGHTING CONTACTORS AND CONTROLS

10.FIRE DETECTION AND ALARM SYSTEMS

11.SECURITY AND COMMUNICATION SYSTEMS

STANDARDS

ELECTRICAL MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS LISTED BELOW. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. IN THE ABSENCE OF SPECIFIC INSTRUCTION IN THE TECHNICAL SPECIFICATIONS, EQUIPMENT AND INSTALLATION SHALL CONFORM TO THE FOLLOWING

APPLICABLE CODES, STANDARDS AND REGULATIONS, LATEST EDITIONS:

1. AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM).

2. AMERICAN NATIONAL STANDARD INSTITUTE (ANSI).

3. UNDERWRITER'S LABORATORIES, INC. (UL).

4. AMERICAN WELDING SOCIETY CODE (AWSC).

5. LOCAL BUILDING, ELECTRICAL, AND FIRE CODES.

6. NATIONAL ELECTRICAL CODE (NEC).

7. SERVICE RULES AND REGULATIONS OF LOCAL ELECTRICAL UTILITY COMPANY.

8. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA).

9. U.S. DEPARTMENT OF HEALTH & HUMAN SERVICES “HRS-M-HF” 84_1.

10.OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

11.NATIONAL FIRE PROTECTION ASSOCIATION (NFPA).

12.AMERICANS WITH DISABILITIES ACT (ADA).

CODES AND ORDINANCES

COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES AND ORDINANCES. COMPLY WITH OWNER'S SPECIFICATIONS, GUIDELINES AND REQUIREMENTS. BIDDERS SHALL FAMILIARIZE THEMSELVES WITH CODE REQUIREMENTS FOR THE TYPE OF FACILITY WHERE THE WORK IS BEING PERFORMED.

PERMITS AND INSPECTION FEES

THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION FEES. FINAL INSPECTION CERTIFICATES BY THE AUTHORITIES HAVING JURISDICTION, INCLUDING THE LOCAL ELECTRICAL INSPECTOR AND FIRE MARSHAL, SHALL BE OBTAINED BY THE CONTRACTOR. COPIES SHALL BE SUBMITTED IN DUPLICATE TO THE OWNER.

SUBMITTALS

SUBMIT PRODUCT DATA, SHOP DRAWINGS, WIRING DIAGRAMS, AND DESCRIPTIVE LITERATURE FOR ALL ELECTRICAL MATERIALS AND EQUIPMENT TO BE INSTALLED UNDER THIS CONTRACT. MAKE SUBMITTALS WITHIN THIRTY (30) DAYS AFTER THE SIGNING OF THE CONTRACT. PRODUCT SHIPMENTS ARE NOT PERMITTED UNTIL SUBMITTALS HAVE RECEIVED FINAL APPROVAL.

AS-CONSTRUCTED DOCUMENTS

UPON PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A MARKED-UP COPY OF THE ORIGINAL CONTRACT DOCUMENTS TO THE OWNER, INDICATING CHANGES, ADDITIONS AND

MODIFICATIONS TO THE ORIGINAL DESIGN. DRAWINGS SHALL BE MANUALLY-PREPARED.

OPERATION & MAINTENANCE MANUALS

PROVIDE OPERATING INSTRUCTIONS AND MAINTENANCE INFORMATION, FOR EACH SYSTEM AND EQUIPMENT SPECIFIED, FOR USE BY FACILITY OPERATION AND MAINTENANCE PERSONNEL.

MANUALS SHALL BE PROVIDED IN 3-RING BINDERS OR ELECTRONIC COPIES. THE MANUALS SHALL INCLUDE:

1. WIRING DIAGRAMS, CONTROL DIAGRAMS, AND CONTROL SEQUENCE FOR EACH SYSTEM AND ITEM OF EQUIPMENT.

2. START-UP, PROPER ADJUSTMENT, OPERATING, LUBRICATION, AND SHUTDOWN PROCEDURES.

3. SAFETY PRECAUTIONS.

4. THE PROCEDURE TO BE FOLLOWED IN THE EVENT OF EQUIPMENT FAILURE.

5. OTHER ITEMS OF INSTRUCTION AS RECOMMENDED BY THE MANUFACTURER OF EACH SYSTEM OR ITEM OF EQUIPMENT.

TRAINING

DURING OR UPON COMPLETION OF THE PROJECT, CONTRACTOR SHALL PROVIDE TRAINING OF OPERATION AND MAINTENANCE PERSONNEL FOR ALL REQUIRED ELECTRICAL COMPONENTS AND SYSTEMS. TRAINING SHALL BE CONDUCTED AT THE OWNER'S FACILITY. COORDINATE WITH THE OWNER FOR SCHEDULE.

SIGNAGE AND IDENTIFICATION OF SYSTEMS AND EQUIPMENT

1. OPERATING INSTRUCTIONS: PRINT OR ENGRAVE INSTRUCTIONS AND FRAME UNDER GLASS OR APPROVED LAMINATED PLASTIC. POST INSTRUCTIONS IN VIEW OF EQUIPMENT. PROVIDE

WEATHER-RESISTANT MATERIALS FOR EXTERIOR APPLICATIONS.

2. EQUIPMENT: PROVIDE NAMEPLATES FOR ALL EQUIPMENT AND DEVICES. NAMEPLATES SHALL BE SELF-ADHESIVE WITH ENGRAVED, LAMINATED ACRYLIC OR MELAMINE LABELS. PROVIDE

NAMEPLATES WITH WHITE LETTERS ON A BLACK BACKGROUND. MINIMUM LETTER HEIGHT SHALL BE 1/8-INCH.

3. WARNING SIGNS: PROVIDE A SELF-ADHESIVE WARNING LABEL THAT IS FACTORY PRINTED AND MULTI-COLOR. COMPLY WITH N.E.C. 70 AND 29 CFR 1910.145. LABELS FOR MULTIPLE POWER

SOURCES SHALL READ: “DANGER - ELECTRICAL SHOCK HAZARD - EQUIPMENT HAS MULTIPLE POWER SOURCES”. LABELS FOR OTHER EQUIPMENT REQUIRING WORK SPACE CLEARANCES SHALL READ: “WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36-INCHES”.

4. ARC-FLASH WARNING SIGNS: PROVIDE A SELF-ADHESIVE ARC-FLASH WARNING LABEL ON ALL SAFETY SWITCHES, STARTERS, SWITCHBOARDS, PANELBOARDS AND OTHER REQUIRED EQUIPMENT. LABEL SHALL READ: “WARNING. ARC FLASH AND SHOCK HAZARD. APPROPRIATE PPE AND TOOLS REQUIRED WHEN WORKING ON THIS EQUIPMENT.”

GUARANTEE

PROVIDE WRITTEN GUARANTEE FOR ALL LABOR AND MATERIALS FOR ONE (1) YEAR AFTER OWNER'S WRITTEN ACCEPTANCE OF THE PROJECT.

LAYOUT OF THE WORK

THE CONTRACTOR SHALL EXAMINE THE AREA OF WORK, AND ALL OTHER DISCIPLINE DRAWINGS, BEFORE PROCEEDING WITH THE LAYOUT AND INSTALLATION OF THE ELECTRICAL WORK. LOCATE ELECTRICAL EQUIPMENT ESSENTIALLY AS SHOWN ON THE DRAWINGS. EXACT LOCATION OF EQUIPMENT SHALL BE DETERMINED AT THE JOB SITE, TO SUIT ACTUAL CONDITIONS. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES PRIOR TO INSTALLATION, SO THAT ALL COMPONENTS WILL BE INSTALLED IN PROPER RELATIONSHIP AND SEQUENCE.

DEMOLITION

CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND MATERIAL INDICATED ON THE DEMOLITION PLANS OR AS REQUIRED TO INSTALL THE EQUIPMENT THAT IS PART OF THIS CONTRACT. LIGHT FIXTURES INDICATED TO BE REUSED SHALL BE REMOVED, CLEANED AND RE-LAMPED BEFORE REINSTALLING. REMOVED LIGHT FIXTURES TO BE DEMOLISHED SHALL BE TURNED OVER TO THE OWNER UNLESS OTHERWISE SPECIFIED. ALL OTHER ELECTRICAL DEMOLITION ITEMS SHALL BE REMOVED FROM THE SITE. EXISTING CONDUITS MAY BE REUSED WHEN PRACTICAL. CONTRACTOR SHALL PATCH EXISTING WALL AND CEILING OPENINGS IN FINISHED AREAS UPON REMOVAL OF ELECTRICAL EQUIPMENT. CONTRACTOR SHALL PROTECT ALL EXISTING ELECTRICAL EQUIPMENT, INDICATED TO

REMAIN, DURING CONSTRUCTION PERIOD.

CUTTING AND PATCHING

ALL NECESSARY CUTTING AND PATCHING OF THE BUILDING WALLS, FLOORS AND CEILINGS REQUIRED FOR REMOVAL OR INSTALLATION OF THE NEW WORK, SHALL BE FURNISHED BY THE CONTRACTOR. NO STRUCTURAL MEMBERS OF THE BUILDING SHALL BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER. ALL NECESSARY PATCHING AND PAINTING OF SURFACES SHALL BE BY

CONTRACTOR. PAINT SHALL MATCH EXISTING.

TEMPORARY POWER AND LIGHTING

CONTRACTOR SHALL SUPPLY TEMPORARY POWER AND LIGHTING IN NEW WORK AREAS AND EXISTING AREAS WHERE POWER OR LIGHTING IS BEING MODIFIED. THIS INCLUDES POWER TO EXISTING CRITICAL AND LIFE SAFETY SYSTEMS. TEMPORARY LIGHTING SHALL EQUAL OR EXCEED EXISTING LIGHT LEVELS. MINIMUM ILLUMINATION LEVEL SHALL BE 10-FOOTCANDLES. COORDINATE ALL

POWER AND LIGHTING SHUTDOWNS WITH OWNER.

GROUNDING

ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN A MANNER APPROVED BY THE AUTHORITY HAVING JURISDICTION. PROVIDE GROUND RODS AND BARE COPPER GROUND CONDUCTORS AT UTILITY TRANSFORMER PAD. PROVIDE A GROUND ROD AND GROUND CONDUCTOR AT THE BUILDING MAIN DISCONNECT SWITCH. PROVIDE A GROUND CONDUCTOR IN ALL POWER RACEWAYS.

GROUND ELECTRICAL SYSTEMS PER NEC ARTICLE 250 OR AS DETAILED ON THE DRAWINGS.

WIRE AND CABLE

BRANCH CIRCUIT WIRING SHALL BE TYPE THWN-2 OR XHHW-2, 600V RATED, 7 STRAND, #12 AWG MINIMUM, COLORED HOT-BLACK, NEUTRAL-WHITE AND GROUND-GREEN. BARE COPPER GROUND

WIRE SHALL BE STRANDED TYPE.

ALL BRANCH CIRCUIT WIRING SHALL BE CONTINUOUS BETWEEN JUNCTION BOXES, WITH SPLICES MADE ONLY WITHIN BOXES. SOLDERLESS PRESSURE-TYPE CONNECTORS, PROPERLY INSULATED, SHALL BE USED FOR ALL SPLICES. NO POWER WIRE SMALLER THAN #12 AWG MAY BE USED UNLESS SPECIFIED UNDER DESCRIPTIONS OF SPECIAL SYSTEMS.

LABEL ALL CONDUCTORS WITH CIRCUIT NUMBERS AT BOTH ENDS, MINIMUM.

CONDUIT AND BOXES

CONDUIT SHALL BE 3/4” MINIMUM. EXPOSED OUTDOOR CONDUIT SHALL BE RGC. BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC OR HDPE. EXPOSED INTERIOR CONDUIT SHALL BE EMT.

CONDUIT INSTALLED IN INDUSTRIAL FACILITIES SHALL BE RGC. CONDUIT FOR CONDUCTORS GREATER THAN 480-VOLTS SHALL BE RGC. CONCEALED INTERIOR CONDUIT SHALL BE EMT. CONDUIT AND BOXES IN CORROSIVE ENVIRONMENTS SHALL BE PVC-COATED RGC. BELOW GRADE, NON-METALLIC CONDUIT CONTAINING DATA AND COMMUNICATIONS WIRING, SHALL BE INSTALLED WITH A

TRACER WIRE.

WHERE FLEXIBLE CONNECTIONS ARE REQUIRED, SUCH AS CONNECTIONS TO MOTORS AND LIGHT FIXTURES, LIQUID-TIGHT, FLEXIBLE METAL CONDUIT SHALL BE USED, WHERE PERMITTED BY THE NEC.

EXTERIOR RGC CONDUIT JOINTS SHALL BE MADE WATERTIGHT BY COATING THREADS WITH A ZINC PAINT.

EXTERIOR-MOUNTED DEVICE BOXES AND BOXES INSTALLED IN INDUSTRIAL FACILITIES SHALL BE CAST TYPE. INTERIOR OUTLET BOXES SHALL BE PRESSED STEEL, COMPLETE WITH PLASTER RING IF NECESSARY, FOR EACH SWITCH, RECEPTACLE OR DEVICE SHOWN. CEILING OUTLET BOXES SHALL BE 4-INCH OCTAGON, 1-1/2-INCH DEEP. EACH OUTLET SHALL BE RIGIDLY SUPPORTED FROM THE BUILDING CONSTRUCTION (INDEPENDENT OF THE RACEWAY SYSTEM). LIGHT FIXTURE BOXES SHALL BE SUPPLIED WITH FIXTURE SUPPORT HARDWARE AND SUPPORTED TO WITHSTAND 80 LBS.

DEVICES

WALL SWITCHES SHALL BE 20A RATED, SPECIFICATION GRADE, TOGGLE TYPE, SINGLE-POLE, TWO-POSITION. PROVIDE 3-WAY AND 4-WAY AND TWO-POLE SWITCHES WHERE INDICATED. COLOR

SELECTED BY OWNER OR MATCH EXISTING. LUTRON, LEVITON, G.E. OR EQUAL.

RECEPTACLES SHALL BE 20A RATED, SPECIFICATION GRADE, 125VAC, 3-WIRE DUPLEX TYPE, NEMA 5-20R UNLESS NOTED OTHERWISE. PROVIDE GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLES AND ARC FLASH CIRCUIT INTERRUPTING RECEPTACLES WHERE REQUIRED OR AS INDICATED. COLOR SELECTED BY OWNER OR MATCH EXISTING. LEVITON, G.E. OR EQUAL.

PROVIDE IN-USE, HINGED LOCKABLE COVERS FOR ALL EXTERIOR-MOUNTED RECEPTACLES. NICKEL OR GALVANIZED STEEL COVERS IN INDUSTRIAL FACILITIES AND NICKEL, PLASTIC COVERS (MATCHING

OWNER'S EXISTING COVERS) IN FINISHED AREAS.

SUPPORTS AND HANGERS

PROVIDE AND INSTALL NECESSARY STEEL BRACKETS, RODS, CHANNELS, CLAMPS, ETC., FOR SUPPORT OF ALL WORK UNDER THIS CONTRACT. MOUNT SECURELY TO CEILING OR WALL.

SAFETY DISCONNECT SWITCHES

SAFETY DISCONNECT SWITCHES SHALL BE CIRCUIT BREAKER OR FUSED TYPE, 250VAC OR 480VAC, CLASS A, HEAVY DUTY, DUAL HORSEPOWER RATED IN NEMA 1 ENCLOSURE OR WEATHER-PROOF AS INDICATED ON DRAWINGS. BUILDING SAFETY DISCONNECT SWITCHES SHALL BE RATED FOR “SERVICE ENTRANCE.”. VOLTAGE, CURRENT RATING, NUMBER OF POLES, CIRCUIT BREAKER OR FUSES AS INDICATED. CONSTRUCTION SHALL BE SUCH THAT, WHEN THE SWITCH HANDLE IS IN THE “ON” POSITION, THE COVER CANNOT BE OPENED. SWITCHES FOR 30-AMPERE TO 200-AMPERE LOADING

SHALL BE SQUARE D TYPE HD OR EQUAL.

DIVISION 26

ELECTRICAL SPECIFICATIONS

MOTOR STARTERS

THREE-PHASE MOTOR STARTERS SHALL BE COMBINATION TYPE, 250VAC OR 480VAC AS REQUIRED, CLASS A, HEAVY DUTY, DUAL HORSEPOWER RATED WITH OVERLOADS AND TIME DELAY SWITCH.

UNITS SHALL BE SQUARE D OR EQUAL.

FRACTIONAL HORSEPOWER MOTOR STARTERS SHALL BE TOGGLE TYPE, 120VAC WITH RED PILOT LIGHT.

LIGHTING FIXTURES

PROVIDE AND INSTALL LIGHT FIXTURES AS SPECIFIED IN THE LIGHTING FIXTURE SCHEDULE. ALL LIGHTING FIXTURES AND COMPONENTS SHALL BE U.L., D.L.C., ENERGY STAR AND E.T.L. APPROVED.

EMERGENCY LIGHT FIXTURES AND EXIT SIGNS SHALL BE CONNECTED TO THE CIRCUIT SUPPLYING NORMAL POWER TO LIGHTING FIXTURES IN THE AREA THEY SERVE, AHEAD OF ANY SWITCHES.

PROVIDE CONCRETE FOUNDATIONS, GROUNDING AND POLES FOR POLE-MOUNTED EXTERIOR LIGHTS. REFER TO LIGHT FIXTURE SCHEDULE AND DETAILS ON THE DRAWINGS FOR POLE AND

MOUNTING ARM SPECIFICATIONS.

LIGHTING CONTROL

PROVIDE CEILING AND WALL-MOUNTED OCCUPANCY SENSORS AND SWITCHES AS SHOWN ON THE DRAWINGS. HONEYWELL, EATON, LUTRON, EDWARDS, LEVITON, SCHNEIDER OR EQUAL.

SECURITY AND COMMUNICATION SYSTEMS

ELECTRICAL CONTRACTOR SHALL INSTALL RACEWAYS, J-HOOKS AND BOXES REQUIRED FOR THE SECURITY AND COMMUNICATION SYSTEMS WHERE REQUIRED AND SHALL INSTALL PULL STRING IN ALL COMMUNICATIONS RACEWAYS. ELECTRICAL CONTRACTOR SHALL PROVIDE REQUIRED POWER CIRCUITS FOR SECURITY AND COMMUNICATION SYSTEM CONTROLLERS.

FIRE DETECTION AND ALARM SYSTEM

PROVIDE A FIRE DETECTION AND ALARM SYSTEM AS SHOWN ON THE DRAWINGS. PROVIDE MANUAL PULL STATIONS, SMOKE DETECTORS, WATERFLOW SWITCH, TAMPER SWITCH, AUDIO-VISUAL SIGNALS AND VISUAL-ONLY SIGNALS AS INDICATED. ALL EQUIPMENT SHALL BE INSTALLED BY A LICENSED FIRE ALARM INSTALLER AND SHALL MEET LATEST N.F.P.A., A.D.A. AND N.E.C. CODES. SYSTEM SHALL HAVE CAPABILITY OF REMOTE SITE MONITORING. PROVIDE AS-CONSTRUCTED DRAWINGS TO THE OWNER.

FUNCTIONAL PERFORMANCE TESTING AND VERIFICATION

ELECTRICAL CONTRACTOR SHALL PERFORM FUNCTIONAL PERFORMANCE TESTING AND VERIFICATION ON THE FOLLOWING COMPONENTS IN ACCORDANT WITH MICHIGAN ENERGY CODE.

· INTERIOR LIGHTING CONTROL

· PARKING GARAGE LIGHTING CONTROL

· SPECIAL APPLICATION LIGHTING CONTROL

· EXTERIOR LIGHTING CONTROL

CONTRACTOR SHALL PROVIDE TESTING PROCEDURES DETAILING TESTING PLAN, PROCEDURES, AND CHECKLIST FOR SERIES OF TESTS. CONTRACTOR SHALL PROVIDE COMPILED TEST, INSPECTION REPORTS AND CERTIFICATION, IN SYSTEMS MANUAL AND COMMISSIONING REPORT. IF ANY CORRECTIVE ACTION IS REQUIRED CONTRACTOR SHALL PROVIDE A DOCUMENT DETAILING WHAT THE

CORRECTIVE ACTION WILL REQUIRE.

END OF DIVISION 26

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EXISTING LIGHT FIXTURE TO REMAIN.

EXISTING DEVICE TO REMAIN.

EXISTING EQUIPMENT TO REMAIN.

EXISTING LIGHT FIXTURE TO BE REMOVED. REMOVE ASSOCIATED CONDUIT

AND WIRE BACK TO SOURCE.

EXISTING DEVICE TO BE REMOVED. REMOVE ASSOCIATED CONDUIT AND

WIRE BACK TO SOURCE.

RELOCATE EXISTING EXTERIOR LIGHT POLE TO NEW PROPOSED LOCATION.

SPLICE AND EXTEND CONDUIT AND WIRE AS NEEDED. COORDINATE FINAL

LOCATION WITH OWNER PRIOR TO INSTALL.

EXISTING DEVICE TO BE REMOVED. REMOVE ASSOCIATED CONDUIT AND

WIRE BACK NEAREST ABOVE CEILING JUNCTION BOX.

NO WORK IN THIS AREA, UNLESS NOTED OTHERWISE.

RELOCATE EXISTING GYM LIGHTING CONTROLS TO NEW PROPOSED

LOCATION. SPLICE AND EXTEND CONDUIT AND WIRE AS NEEDED.

COORDINATE FINAL LOCATION WITH OWNER PRIOR TO INSTALL.

REMOVE ALL EXISTING LIGHT FIXTURES AND RECEPTACLES IN THIS AREA.

REMOVE CONDUIT AND WIRE BACK TO SOURCE.

RELOCATE EXISTING LIGHT FIXTURE. SPLICE AND EXTEND CONDUIT AND

WIRE AS NEEDED.

RELOCATE EXISTING DEVICE. SPLICE AND EXTEND CONDUIT AND WIRE AS

NEEDED.

DEMOLITION NOTES

OS4

(E) PNL "RP-A"

72"

AFF

2D 2D

44 4

5 5

1 1

(2)

2.5" CND

88 8

8 8

FACP3

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

0 1 5 10 20

N FIRST FLOOR PLAN - DEMOLITION

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

0 1 5 10 20

N MEZZANINE FLOOR PLAN - DEMOLITION

ELECTRICAL KEY NOTES

RELOCATED EXTERIOR LIGHT POLE.

CONNECT TO EXISTING AREA LIGHTING CIRCUIT. MODIFY EXISTING CONDUIT

AND WIRE AS REQUIRED FOR REVISED LAYOUT.

RELOCATED GYM LIGHTING CONTROLS.

RELOCATED EXIT SIGN.

CONTRACTOR SHALL PROVIDE AND INSTALL DIMMABLE WALL-MOUNTED

OCCUPANCY SENSOR.

OCCUPANCY SENSORS IN THIS AREA SHALL BE CONNECTED, SO THAT ALL

LIGHTS TURN ON UPON MOTION DETECTION.

OCCUPANCY SENSORS IN THIS AREA SHALL BE CONNECTED, SO THAT ALL

LIGHTS TURN ON UPON MOTION DETECTION.

OS4

(E) (E)

(E)(E)

(E) (E)

LDEM

LAEM

LDEM

LCEM

(E) (E)

LAEM

OS4

RP-A-34

OS4

OS4 OS4

RP-A-34

LD LD

LC LC

LG LG

OS4

(E) PNL "RP-A"

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

0 1 5 10 20

N FIRST FLOOR PLAN - LIGHTING

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

N MEZZANINE FLOOR PLAN - LIGHTING

ELECTRICAL KEY NOTES

INSTALL JUNCTION BOX FOR POWER TO OWNER PROVIDED EXTERIOR SIGN.

CONTRACTOR SHALL INSTALL 4-11/16" DEEP SQUARE BOX WITH 1" CONDUIT

STUBBED TO NEAREST CIRCULATION CEILING OR CABLE TRAY.

INSTALL DUPLEX RECEPTACLE IN MILLWORK OF NEW RECEPTION DESK.

COORDINATE CONDUIT AND WIRE RUN AND FINAL LOCATION WITH

ARCHITECT.

CONTRACTOR TO CONFIRM (2) CONDUIT LOCATIONS BEFORE

CONSTRUCTION OF NEW WALL. SPLICE AND EXTEND CONDUIT AND WIRE AS

NEEDED FOR CLEARANCE OF NEW WALL. CONFIRM FINAL LOCATION OF

CONDUIT WITH OWNER PRIOR TO INSTALL.

RELOCATED POWER FOR EXISTING SWITCH. SPLICE AND EXTEND CONDUIT

AND WIRE TO NEW LOCATION. CONFIRM FINAL LOCATION WITH OWNER

PRIOR TO INSTALL.

RELOCATED DEVICE. SPLICE AND EXTEND CONDUIT AND WIRE TO NEW

LOCATION.

(E) PNL "RP-A"

(E)

(E) (E) (E)

(E) S

J J

44"

AFF

44"

AFF

44"

AFF

44"

AFF

(2)

2.5" CND

(E)

RP-A-25

RP-A-28

RP-A-31

RP-A-33

RP-A-29

RP-A-35

FACP(E)

DOOR OPERATOR

(TYP.)

RP-A-27

RP-A-37

RTU-1

208V-3Ø, 18A

BY MC

EFT-1

208V-1Ø, 1KW

EFT-3

208V-1Ø, 600W EFT-2

208V-1Ø, 600W

RP-A-36,38,40

RP-A-30,32

RP-A-39,41RP-A-39,41

1. ALL FIRE ALARM WORK TO BE COMPLETED BY MIDWEST CONSULTING.

GENERAL ELECTRICAL NOTES

GFCI RP-A-33

GFCI

TRTR

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

0 1 5 10 20

N FIRST FLOOR PLAN - POWER

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

N MEZZANINE FLOOR PLAN - POWER

EXISTING RISER DIAGRAM

SCALE: N.T.S.

C.T.

CABINET M

UTILITY CO.

EXEX

COLD WATER

BUILDING STEEL

UTILITY

TRANSFORMER

PANEL

EXISTING

"MDP"

120/208V 3Ø, 4W

600A, MCB

PANEL

EXISTING

"DP-1"

120/208V 3Ø, 4W

200A, MLO

PANEL

EXISTING

"LP-1"

120/240V 1Ø, 3W

150A, MLO

PANEL

EXISTING

"RP-A"

120/208V 3Ø, 4W

225A, MLO

GRADE

1ST FLOOR

BASEMENT

2-1/2" CND FOR

FUTURE KITCHEN

PANEL

EXISTING

"RP-B"

120/240V 3Ø, 4W

100A, MLO

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COMPOSITE PLUMBING PLAN

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KEY PLAN

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DATE ISSUED

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DRAWN BY

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FILE NUMBER

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DATE

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APPV'D

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PROJECT

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SHEET TITLE

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SHEET NUMBER

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JASON@COVALLEGROUPARCHITECTS.COM

AutoCAD SHX Text

COVALLEGROUPARCHITECT.COM

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JACKSON, MI

AutoCAD SHX Text 517.788.6180

AutoCAD SHX Text C. B.

AutoCAD SHX Text C.B.

AutoCAD SHX Text

INCLUDING THE COPYRIGHT THERETO.

AutoCAD SHX Text

OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. THE DESIGN

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PROFESSIONAL SHALL RETAIN ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS,

AutoCAD SHX Text 1/8" = 1'-0"

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NORTH

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ISSUED FOR BIDS

AutoCAD SHX Text 8-12-25

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NO SCALE

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NORTH

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AREA OF WORK

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DATE ISSUED

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DRAWN BY

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FILE NUMBER

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REVISIONS

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DATE

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APPV'D

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PROJECT

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SHEET TITLE

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SHEET NUMBER

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JASON@COVALLEGROUPARCHITECTS.COM

AutoCAD SHX Text

COVALLEGROUPARCHITECT.COM

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JACKSON, MI

AutoCAD SHX Text 517.788.6180

AutoCAD SHX Text C. B.

AutoCAD SHX Text C.B.

AutoCAD SHX Text

INCLUDING THE COPYRIGHT THERETO.

AutoCAD SHX Text

OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. THE DESIGN

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PROFESSIONAL SHALL RETAIN ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS,

AutoCAD SHX Text 1/4" = 1'-0"

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NORTH

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ISSUED FOR BIDS

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COMMUNITY

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CLOSET

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VESTIBULE

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OFFICE

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RECEPTION

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HALL

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LOUNGE

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LOUNGE

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HALL

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MEETING

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JAN.

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STAIR

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ST01

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MEN

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WOMEN

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HALL

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KITCHEN

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WORK

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GYMNASIUM

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AutoCAD SHX Text KEYED PLUMBING NOTES: CONNECT NEW " COLD WATER TO EXISTING CAPPED 34" COLD WATER TO EXISTING CAPPED BRANCH IN THIS AREA. DOWNSPOUT SHALL DISCHARGE 1'-6" ABOVE GRADE ADJOINING GRADE. REMOVE EXISTING THREE COMPARTMENT SINK AND REPLACE WITH NEW SINK SK-1. PROVIDE NEW DRAIN MANIFOLD, GREASE TRAP AND RECONNECT TO EXISTING UTILITIES. PROVIDE FLOOR CUT AND PATCH AS REQUIRED TO REMOVE EXISTING SANITARY P-TRAP AND EXTEND NEW 2" SANITARY TO NEW FLOOR MOUNTED GREASE TRAP. 1 " VENT UNDER SINK. 12" VENT UNDER SINK. 1 " VENT UP TO 3" VTR.12" VENT UP TO 3" VTR.

AutoCAD SHX Text

RD-1 1,284 FT²

AutoCAD SHX Text

RD-1 822 FT²

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OD-1

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OD-1

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DN-1

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FPWH

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DN-1

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FPWH

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3" STORM

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4" STORM

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4" STORM

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3" STORM

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4" STORM

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4" STORM

AutoCAD SHX Text 34"

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SK-1

AutoCAD SHX Text 8-12-25

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GT-1

AutoCAD SHX Text 2"

AutoCAD SHX Text 1 "V12"V

AutoCAD SHX Text

AutoCAD SHX Text 2"

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DATE ISSUED

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DRAWN BY

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FILE NUMBER

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REVISIONS

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DATE

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APPV'D

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PROJECT

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SHEET TITLE

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SHEET NUMBER

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JASON@COVALLEGROUPARCHITECTS.COM

AutoCAD SHX Text

COVALLEGROUPARCHITECT.COM

AutoCAD SHX Text

JACKSON, MI

AutoCAD SHX Text 517.788.6180

AutoCAD SHX Text C. B.

AutoCAD SHX Text C.B.

AutoCAD SHX Text

INCLUDING THE COPYRIGHT THERETO.

AutoCAD SHX Text

OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. THE DESIGN

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PROFESSIONAL SHALL RETAIN ALL COMMON LAW, STATUATORY AND OTHER RESERVED RIGHTS,

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ISSUED FOR BIDS

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MANUFACTURER

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MODEL NUMBER

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FITTINGS

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REMARKS

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ACCESSORIES

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PLUMBING FIXTURE SCHEDULE

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MARK

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FPWH

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JR SMITH

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5609QT

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3/4" ADAPTER

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FIELD VERIFY REQUIRED LENGTH

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VACUUM BREAKER

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RD-1

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ZURN

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Z-100-84-AC

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GRAVEL GUARD

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UNDERDECK CLAMP

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OD-1

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ZURN

AutoCAD SHX Text Z-100-89-C

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2" OVERFLOW WEIR

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UNDERDECK CLAMP

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ZANB-199

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ZURN

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DN-1

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(2) EAGLE 313294 HEAVY DUTY DECK

AutoCAD SHX Text

412-16-3-18 3-COMPARTMENT

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EAGLE

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SK-1

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STAINLESS STEEL SINK W/

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LEFT AND RIGHT DRAINBOARDS

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MOUNTED FAUCETS W/ 14" SPOUTS

AutoCAD SHX Text

STOPS AND SUPPLIES

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1-1/2" OUTLET LEVER DRAINS

AutoCAD SHX Text

2" DRAIN MAINIFOLD

AutoCAD SHX Text

STAINLESS STEEL LEGS

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STAINLESS STEEL BULLET FEET

AutoCAD SHX Text

AutoCAD SHX Text 8-12-25

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GB-1

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SCHIER

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GT-1

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INTEGRAL 20 GPM FLOW CONTROL DEVICE

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70 LBS GREASE STORAGE AT 20 GPM

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