25.041_JCS_STORAGE BUILDING 3-10-2025.pdf

PDF 1 MB Posted Apr 14, 2025

Attached to: COLD STORAGE SHED
Solicitation number: RFP-JCS-250000002133-1
Issued by: Gratiot County, Michigan

About this file

Written by GovTribe AI · May 2, 2025

The documents represent construction plans for a storage building project for Jonesville Community Schools, located in Jonesville, Michigan. The project involves constructing a new 30' x 40' storage building at 460 Adrian St, with detailed architectural, electrical, and site plans prepared by Ignyte Design and dated March 10, 2025. The plans include comprehensive specifications for electrical systems, site layout, grading, and structural details, with the project designed to meet 2015-2023 Michigan and National building, mechanical, electrical, and energy codes.

The electrical system for the storage building will be a 120/240-volt, single-phase, 100-amp service connected to the existing utility infrastructure. The building will feature surface-mounted lighting fixtures, wall-mounted fixtures with battery backup, an electric unit heater, an exhaust fan, and a louver for ventilation. The electrical plan includes a detailed panel schedule, lighting fixture specifications, and grounding requirements. The estimated connected load is approximately 6 kVA, with a demand load of 7 kVA. The site plan shows the building's location relative to existing structures, with provisions for underground electrical conduits and a ground mat system.

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THE FOLLOWING DIMENSION

EQUALS ONE INCH WHEN PRINTED

TO SCALE.

Project No:

Drawing Title:

SCALE

STAMP

Issued For: Date

Engineer:

Applicable Codes:

G000

COVER SHEET

JONESVILLE

COMMUNITY

SCHOOLS

24.150

MARCH 10, 2025CONSTRUCTION

JONESVILLE COMMUNITY SCHOOLS

STORAGE BUILDING

460 Adrian St, Jonesville, MI 49250

IGNYTE DESIGN

123 DEVISSER ALLEY

KALAMAZOO, MI 49007

(269) 203-5058

WWW.IGNYTE.DESIGN

2015 MICHIGAN BUILDING CODE

2021 MICHIGAN MECHANICAL CODE

2021 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

2023 NATIONAL ELECTRIC CODE

Drawing Index:

SHEET NO SHEET NAME

G000 COVER SHEET

C1.0 EXISTING CONDITIONS & DEMO PLAN

C2.0 SITE LAYOUT

C3.0 GRADING & SESC PLAN

A101 ARCHITECTURAL

E000 ELECTRICAL SYMBOLS AND SPECIFICATION

E010 ELECTRICAL SITE PLAN

E110 FIRST FLOOR ELECTRICAL AND MECHANICAL PLAN

6' CHAINLINK FENCE

4' WIRE FENCE

32.3'

32.4'

ADRIAN ST

N M

EE S

EAST ST

K E

S T

N D

S T

C1.0

E X

N G

C O

N D

N S

E M

O P

PLANS PREPARED BY:

MICHIGAN | INDIANA | ILLINOIS | OHIO

PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: LM

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.

24191003

12/27/2024

43210

O O

D D

S T

4, T

S, R

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

SPENCER O'DELL, P.E.

No. 6201309325

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: AR ENGINEERING

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 JONESVILLE,

MDOT AND HILLSDALE COUNTY.

3. CONTACT "MISS DIG 811" AT 1-800-482-7171 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 "811" 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. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO DEMOLITION.

6. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS

AND GEOTECHNICAL REPORT.

7. ALL EXISTING ELEVATIONS ARE TO BE VERIFIED AND ACCEPTED AS SHOWN PRIOR

TO COMMENCEMENT OF WORK.

8. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO

ADJACENT ROADWAYS. CONTRACTOR SHALL SWEEP IMMEDIATELY IF OCCURS.

9. 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.

10. 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.

11. SAWCUT ALL CURB, SIDEWALK, AND PAVEMENTS PRIOR TO REMOVAL. ADDITIONAL

SAWCUT MAY BE NECESSARY PRIOR TO REPLACEMENT TO ENSURE CLEAN EDGE.

12. ALL REMOVALS SHALL BE TAKEN OFF-SITE AND DISPOSED OF PROPERLY. NO

STOCKPILE OR BURNING OF DEBRIS IS ALLOWED.

13. 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.

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

ENGINEER/OWNER.

15. 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.

16. 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.

17. BACKFILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL COMPACTED TO 95% OF

THE MATERIAL UNIT WEIGHT BY MODIFIED PROCTOR.

18. 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.

DEMOLITION NOTES N

1 inch = ft.

20 4030

EXISTING

BUILDING

EXISITING LIGHT POLE

EXISTING LIGHT POLE

EXISITNG CONCRETE DRIVE

EXISITNG BRICK SIDEWALK

21' ASPHALT ROAD

LOCATION MAP

NOT TO SCALE

41°58'35.1"N 84°39'08.9"W

EXISTING ASPHALT

LEGEND

EXISTING CONCRETE

EXISTING BRICK

EXISTING CONIFEROUS TREE

SAWCUT

SAWCUT EDGE OF ASPHALT

FOR CLEAN CONNECTION

AutoCAD SHX Text SPENCER ANDREW O'DELL ENGINEER No. 6201309325

AutoCAD SHX Text

SITE LOCATION

32.3'

32.4'

C2.0

E L

A Y

O U

PLANS PREPARED BY:

MICHIGAN | INDIANA | ILLINOIS | OHIO

PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: LM

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.

24191003

12/27/2024

43210

O O

D D

S T

4, T

S, R

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

SPENCER O'DELL, P.E.

No. 6201309325

1. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR

TO VERIFY ALL DIMENSIONS IN FIELD.

2. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME

APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT/ ENGINEER PRIOR TO CONSTRUCTION OF

ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN

MAY OCCUR.

3. ALL CURB RADII AND DIMENSIONS ARE TO FACE OF CURB.

CURB TO BE PROVIDED WHERE SHOWN AND INTEGRAL WITH

SIDEWALK AT PAVING EDGE.

4. SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS SHOWN.

NOMINAL GRADING, SLOPE SIDEWALKS AWAY FROM BUILDING

AT 1/4" PER FOOT ON ENTRY WALK.

1. PROPERTY INFORMATION:

PARCEL #: 21-004-400-004-04-6-3

SITE AREA: 1,948,874 SF (44.74 AC)

OWNER: JONESVILLE COMMUNITY SCHOOLS

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: AR ENGINEERING

GENERAL NOTES

SITE DATA N

1 inch = ft.

20 4030

PROPOSED

STORAGE

BLDG

40'

10'

40'

EXISTING

BUILDING

EXISITNG LIGHPOLE

EXISITNG CONCRETE DRIVE

EXISITNG BRICK SIDEWALK

21' ASPHALT ROAD

PROPOSED CONCRETE

SIDEWALK

PROPOSED CONCRETE

DRIVE

PROPOSED CONCRETE PAVEMENT

AND SIDEWALK

LEGEND

EXISTING CONCRETE

EXISTING BRICK

*2% MAX

*TRANSVERSE SIDEWALK 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.)

4" R

(TYP.)

5' WIDE

TYP.

CONCRETE & SIDEWALK

SECTION

C2.0 - 030301 NOT TO SCALE

EXISTING CONIFEROUS TREE

R10 ' R10'

OVERHEAD DOOR

MAN DOOR

SPENCER ANDREW O'DELL ENGINEER No. 6201309325

32.3'

32.4'

1113.32

1113.05

1113.63

1113.60

1113.50 1113.50

1113.50

1113.501113.421113.42 1113.42

1113.30

1113.42

1112.98

1112.91

1112.80

1112.69

1112.61

1113.25

1113.50

1112.55

1113.42

C3.0

G R

A D

E S

C P

PLANS PREPARED BY:

MICHIGAN | INDIANA | ILLINOIS | OHIO

PLANS PREPARED BY:

www.arengineeringllc.com

269.250.5991 PHONE | 866.569.0604 FAX

CHECKED:

DRAWN: LM

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.

24191003

12/27/2024

43210

O O

D D

S T

4, T

S, R

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

SPENCER O'DELL, P.E.

No. 6201309325

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" AT 1-800-482-7171 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 "811" 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 EXCAVATION SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND GEOTECHNICAL

REPORT.

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.

LIMITS OF CONSTRUCTION

SILT FENCE

1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH MDOT-MDEQ. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT" FROM THE COUNTY AND A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM MDEQ, IF APPLICABLE, PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE COUNTY "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.

DENOTES AGGREGATE COVER/PERMANENT PAVEMENT RESTORATION

DENOTES GRAVEL ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO PROVIDE STABLE ACCESS

TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF MATERIALS ONTO PUBLIC STREETS AND

HIGHWAYS. THE APPROACH SHALL BE A MINIMUM OF 12' WIDE, 6" DEEP, AND CONSIST OF 2"-4"

AGGREGATE

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.

26T

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: AR ENGINEERING

SOIL EROSION & SEDIMENTATION CONTROL NOTES

GRADING NOTES

LEGEND

SILT FENCE B

SILT FENCE A

1' MIN.

SHEET FLOW

ROLL JOINTS

SPACING 6-10' MAX.

FENCE POSTS DRIVEN

INTO GROUND 1' MIN.

ROLL JOINT

1' M

.6" ANCHOR TRENCH

FABRIC TO BE

WRAPPED AROUND

FENCE POST

GEOTEXTILE FILTER

FABRIC FASTENED ON

UPHILL SIDE, TOWARDS

EARTH DISRUPTION

RIDGE OF COMPACTED

EARTH ON UPHILL SIDE OF

FILTER FABRIC

UNDISTURBED

VEGETATION

6"x6" ANCHOR TRENCH

36" SILT FENCE DETAIL

C3.0 - 130104 NOT TO SCALE

N 1 inch = ft.

20 4030

PROPOSED

STORAGE BLDG

F.F. 1113.50

26T

EXISTING

BUILDING

EXISITNG LIGHPOLE

EXISITNG CONCRETE DRIVE

EXISITNG BRICK SIDEWALK

3" EXPOSED

FOUNDATION

SPENCER ANDREW O'DELL ENGINEER No. 6201309325

LINE OF LOFT ABOVE

LIN

TIT

WIRE STALL PARTITIONS

' 3

-1/ 4"

2 X

IST

" O

2 X

IST

" O

2 X

IST

" O

(2) 2 x 10 carriers

(1) 11 7/8" lvl ledger to support loft joists

10' x 8' sliding door

5' 3-

1/1 6"

3' 4-

-3 /4

30' 0"

10' 9-3/4"3' 5-1/2"8' 5-1/2"8' 5-1/2"8' 9-3/4"

' 0

8' 9-3/4" 8' 5-1/2" 8' 5-1/2" 8' 5-1/2" 5' 9-3/4"

' 0

12' exterior wall 6 x 6 .060 trtd post

2 x 10 trtd skirt board

(2) 2 x 12 #1 syp carriers

2 x 4 horiz. purlins 24" oc 29 ga painted steel

40' 0"

' 0

20" x 10" ftg 20" x 10" ftg 20" x 10" ftg20" x 10" ftg20" x 10" ftg

20" x 10" ftg 20" x 10" ftg 20" x 10" ftg 20" x 10" ftg

30" x 15" ftg 30" x 15" ftg 30" x 15" ftg 30" x 15" ftg 30" x 15" ftg 30" x 15" ftg

14" x 8" ftg

14" x 8" ftg eave column load (@ 8'-9" oc) roof: 140 sf @ 40 psf LOFT: 44 SF @ 90 psf column weight: 160# ea Wall weight 105 Sf @ 10 PSF footer weight: 6.13 cf @ 150#

5600# 3960#

160# 1050# 920#

11,690# footer area reqd @ 2500 psf = 11,690 / 2500 = 4.68 sf 30" dia. footing = 4.91 sf gable column load (@ 10'-0" oc) column weight: 160# ea LOFT weight 6.67SF @ 90 PSF Wall weight 120 Sf @ 10 PSF footer weight: 0.71 cf @ 150#

160# 601#

1200# 107#

2068# footer area reqd @ 2500 psf = 2,068 / 2,500 = 0.83 sf 14" dia. footing = 1.07 sf

LOFT column load (@ 8'-9" oc) FLOOR: 52.5 sf @ 90 psf column weight: 120# ea

CARRIER WEIGHT: 8.75 LF @ 7 PLF

footer weight: 1.82 cf @ 150#

4,725# 120# 62# 273#

5,180# footer area reqd @ 2500 psf = 5,180 / 2,500 = 2.07 sf 20" dia. footing = 2.18 sf

FOOTING CALCULATIONS

' 0

8' 9-3/4"

11 7/8" LVL LEDGER

SECURE W/(4) 5/16" X 6"

GRK RSS SCREW EA. POST

3/4" OSB T/G SUBFLOOR

2 X 8 #1 SYP JOIST @ 16" OC

(2) 2 X 10

#1 SYP CARRIERS

0' 7-1/2"

9' 0-3/4"

(2) 2 X 12 CARRIERS

SECURE TRUSS TO

CARRIER W/16", 2X VERTICAL

BLOCK AT EACH TRUSS

& SIMPSON H2.5 TIE-DOWN AT

EACH TRUSS TO OUTSIDE CARRIER

30" X 15" CONC. FOOTING

20" X 10" CONC. FOOTING 20" X 10" CONC. FOOTING

30" X 15" CONC. FOOTING

BOTTOM OF ALL FOOTINGS MINIMUM 42" BELOW FINISH GRADE

SCISSOR TRUSS @ 4'-0" OC

4/12 TOP CHORD, 2/12 BTM CHORD

30+5+5 LOADING

29 GA STEEL ROOFING

ON 2X4 PURLINS 24" OC.

1' 0"

7' 6" 8'

2"10' X 10' SLIDING DOOR

4030 SLIDER

revisions

ILL

page

01 05/15/24

FRONT ELEVATION

REAR ELEVATION

RIGHT ELEVATION

LEFT ELEVATION

SECTION VIEW

FLOOR PLAN

12'

1' 0"

12'

30' 0"

40' 0"

2X4 UPLIFT BLOCKS

EACH EXT POST

2' 2-1/4"

DESIGN LOADS

ROOF

30# GROUND SNOW LOAD

5# TOP CHORD DEAD LOAD

5# BOTTOM CHORD DEAD LOAD

STORAGE LOFT

40# LIVE LOAD

10# DEAD LOAD

LOFT SPACE FOR LIGHT

STORAGE ONLY. NOT FOR

HABITATION OR DAILY USE

TRUSS MANUFACTURER TO PROVIDE

STAMPED TRUSS DRAWINGS PRIOR

TO ORDER, SHOWING ALL DIMENSIONS,

DESIGN LOADS, AND BRACING

REQUIREMENTS (TEMPORARY AND

PERMANENT)

17'

-7 /16

17'

-7 /16

1' 0"

12'

1' 0" 1' 0"

MUST MEET

REQUIREMENTS

FOR HANDICAP

ACCESSIBILITY

X 3/

4/0 X 3/0 SLIDER

02 03/05/24

3' 11-1/2"

INTERIOR WALL

1/2" TRTD PLY TO 48" A.F.F.

1/2" OSB TO BTM OF LOFT JOIST

R-21 FIBERGLASS BATT INSUL.

CEILING

7/16" OSB

2X4 PURLINS 24" OC

R-30 FIBERGLASS FACED INSUL.

03 03/07/25

ELECTRICAL SYMBOL LIST

SYMBOL DESCRIPTION

LIGHTING FIXTURE - ARCHITECTURAL TROFFER

EMERGENCY LIGHTING FIXTURE

LIGHTING FIXTURE - PENDANT

WALL MOUNTED LIGHTING FIXTURE

LIGHTING FIXTURE

LIGHTING TRACK OR ROPE LIGHT

TRACK LIGHTING FIXTURE

EMERGENCY LIGHTING UNIT

POLE MOUNTED LIGHTING FIXTURE

POLE MOUNTED LIGHTING FIXTURE - POST TOP

BOLLARD LIGHTING FIXTURE

EXIT LIGHTING FIXTURE WITH DIRECTIONAL

ARROWS (SHADED AREA INDICATES FACE)

EXIT LIGHTING FIXTURE WITH DIRECTIONAL

ARROWS (SHADED AREA INDICATES FACE)

EXIT LIGHTING FIXTURE - WALL MOUNTED

SINGLE POLE TOGGLE SWITCH

TWO POLE TOGGLE SWITCH

3 WAY TOGGLE SWITCH

4 WAY TOGGLE SWITCH

KEY OPERATED SWITCH

DIMMER SWITCH

PILOT SWITCH

OCCUPANCY SENSOR DEVICE - CEILING

SIMPLEX / DUPLEX RECEPTACLE

SIMPLEX / DUPLEX RECEPTACLE CONTROLLED BY

AUTOMATIC CONTROL DEVICE / SYSTEM

QUAD RECEPTACLE

ABOVE COUNTER DUPLEX RECEPTACLE (SIMILAR FOR

TAMPER RESISTANT, QUADS, EMERGENCY AND GFI

RECEPTACLES)

DUPLEX RECEPTACLE-GROUND FAULT CIRCUIT

INTERRUPTER

DUPLEX EMERGENCY RECEPTACLE

CEILING MOUNTED

DUPLEX RECEPTACLE

SPECIAL RECEPTACLE - REFER TO ELECTRICAL

STANDARD SCHEDULES

MULTI-OUTLET RACEWAY - LEGRAND AL3300 OR EQUAL

POKE-THROUGH ASSEMBLY - LEGRAND

EVOLUTION SERIES OR EQUAL

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

CONTROL PANEL

VARIABLE FREQUENCY DRIVE

MOTOR

MANUAL CONTROLLER

MAGNETIC CONTROLLER

COMBINATION MAGNETIC CONTROLLER

NON-FUSIBLE DISCONNECT SWITCH

FUSIBLE DISCONNECT SWITCH

ENCLOSED CIRCUIT BREAKER

PUSH BUTTON STATION

AUTOMATIC DOOR CONTROLLER

AUTOMATIC DOOR PUSH PAD OPERATOR

GROUND ROD

GROUND CONNECTION

CONDUIT SLEEVE WITH BUSHINGS

LENGTH AS REQUIRED

"X" INDICATES CONDUIT SIZE

CONDUIT STUB - UP/DOWN

EMPTY BOX FOR FUTURE

TELECOMMUNICATION OUTLET

EMPTY BOX FOR FUTURE TELECOMMUNICATION

OUTLET MOUNTED 4" ABOVE COUNTERTOP

EMPTY BOX FOR FUTURE CEILING MOUNTED

TELECOMMUNICATION OUTLET

"X" INDICATES TYPE

SPEAKER

SPEAKER - WALL MOUNTED

MICROPHONE

VOLUME CONTROL

SIGNALING BELL

SINGLE FACE CLOCK - CEILING MOUNTED

SINGLE FACE CLOCK - WALL MOUNTED

DOUBLE FACE CLOCK - CEILING MOUNTED

DOUBLE FACE CLOCK - WALL MOUNTED

VFD

MIC

USB RECEPTACLE

GENERATOR TRANSFER DEVICEGTD

REMOTE GENERATOR ANNUNCIATOR PANELRGP

AUTOMATIC TRANSFER SWITCHATS

SWITCHBOARD

BRANCH CIRCUIT PANEL BOARD - 208/120V

TRANSFORMER

DISTRIBUTION PANEL - 208/120V

SECURITY CAMERA

MOTION DETECTOR

SECURITY KEY SWITCH

DOOR CONTACT

KEY PAD

CARD READER

CIRCUIT BREAKER

DRAWOUT CIRCUIT BREAKER

MANUALLY/ OPERATED

SWITCH

AUTOMATIC OR MANUAL TRANSFER

SWITCH

FUSE

TRANSFORMER

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

LIGHTNING ARRESTOR

PANELBOARD

"X" INDICATES PANELBOARD NAME

GROUND

SECURITY KEY INTERLOCK

ENGINE GENERATOR

UTILITY METER

AMMETER

VOLTMETER

AMMETER SWITCH

VOLTMETER SWITCH

SURGE PROTECTIVE DEVICE

TIME DELAY RELAY

THERMAL OVERLOAD RELAY

NORMALLY OPEN CONTACTS

NORMALLY CLOSED CONTACTS

N.O. PUSH BUTTON SINGLE CIRCUIT

N.C. PUSH BUTTON SINGLE CIRCUIT

GROUND BUS

SPD

TDR

DURESS PUSH BUTTON STATION

DELAYED EGRESS

REQUEST TO EXIT STATIONREX

MANUAL FIRE ALARM PULL STATION

SMOKE DETECTOR

DUCT SMOKE DETECTOR

REMOTE TEST STATION (FOR DUCT DETECTOR)

THERMAL DETECTOR

FIRE ALARM BELL

FIRE ALARM AUDIBLE NOTIFICATION - WALL MOUNT

SPEAKER/STROBE

FIREFIGHTERS PHONE JACK

TAMPER SWITCH

FLOW SWITCH

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

FACP

FAA

NOTIFICATION APPLIANCE CIRCUIT EXTENDER PANELNAC

R E

F E

R T

O E

L E

C T

A L

S T

A N

D A

R D

S C

H E

D U

L E

DIMMER OCCUPANCY SENSOR SWITCH

LOW VOLTAGE DIMMER SWITCH

POWER POLE - WIREMOLD TYPE

F FIRE ALARM AUDIBLE NOTIFICATION - CEILING MOUNT

SPEAKER/STROBE

CARBON MONOXIDE DETECTORCO

LIGHTING CONTROL DEVICE - REFER TO LIGHTING

CONTROL SCHEDULE

GFI

USB

CLG

FLOOR BOX ASSEMBLY - LEGRAND

EVOLUTION SERIES OR EQUAL

TOUCH SCREEN SWITCHTS

OCCUPANCY SENSOR DEVICE - WALLOS

PC PHOTOCELL DEVICE - REFER TO ZONES SHOWN ON

PLANS

EQUIPMENT CONNECTION - REFER TO ELECTRICAL

FEEDER AND PANEL SCHEDULE FOR BREAKER AND

CONDUCTOR SIZE/QUANTITY

J JUNCTION BOX

EMERGENCY POWER OFF BUTTON

V FIRE ALARM VISUAL NOTIFICATION - CEILING MOUNT

STROBE

FIRE ALARM VISUAL NOTIFICATION - WALL MOUNT

SPEAKER/STROBE

BRANCH CIRCUIT PANEL BOARD - 480/277V

DISTRIBUTION PANEL - 480/277V

EXIT FIXTURE-BACK

MOUNTED BOTTOM OF EXIT

SIGN TO BE 4" ABOVE TOP OF

DOOR FRAME

EXIT

1' -6

EXIT

A/C SUPPLY

DIFFUSER

90" MAX (IBC)

4' -0

8' -6

EXIT-CEILING MOUNTED

EXIT-FIXTURE END

MOUNTED

NFPA 72 AUDIBLE APPLIANCE 6" MIN

BELOW FINISHED CEILING

EMERGENCY

BATTERY

FIXTURE

ABOVE FINISHED FLOOR

AUDIBLE 80" MIN (IBC)

CEILING HEIGHTS LESS THEN 86" VISUAL

LENS MOUNTING HEIGHT WILL BE WITHIN 6"

OF THE CEILING

FINISHED CEILING

AUDIO/VISUAL &

VISUAL ONLY

DEVICES

SYNCHRONIZE MORE THAN

TWO APPLIANCES IN ANY

FIELD OF VIEW

MANUAL PULL STATION

AUDIBLE

ONLY

'-8

DOOR WIDTH LESS THEN 3'-0"

(MODIFY FOR DIFFERENT

DOOR WIDTHS)

FINISHED FLOOR

O R

A P

P R

O V

E D

F R

O M

A H

A B

O V

E F

H E

D F

L O

O R

CEILING MOUNTED SMOKE/HEAT

DETECTOR

3'-0" MIN 4"

NOTES:

1. INSTALL ELECTRICAL DEVICES AT MOUNTING HEIGHTS NOTED ABOVE UNLESS OTHERWISE NOTED ON PLANS. COORDINATE WITH ALL OTHER DISCIPLINES PRIOR TO INSTALL.

2. VISUAL MOUNTING APPLIANCE MOUNTING HEIGHT IN SLEEPING ROOMS:

A. MINIMUM DISTANCE IN SLEEPING ROOMS IS 24" FROM CEILING TO THE TOP OF LENS FOR 110cd STROBES WITHIN 16' OF PILLOW

B. 177cd STROBES, USED IN SLEEPING ROOMS, CAN BE WITHIN THE 24" MINIMUM DISTANCE FROM THE CEILING, THE HIGHER INTENSITY IS TO COMPENSATE FOR A POSSIBLE SMOKE LAYER

7' -6

A X

1' -0

"4"

M A

DO NOT INSTALL HEAT DETECTOR IN

SHADED AREA

WALL MOUNTED

SMOKE/HEAT

DETECTOR

MAGNETIC

DOOR

HOLDER

FINISHED WALL

SWITCHBANK

AUTOMATIC DOOR OPERATOR PUSH

BUTTON

RECEPTACLE, DATA JACK OR

TELEPHONE JACK

3'-0"

5' MAX TO EXIT DOOR

4' -0

7' -6

ELECTRICAL DEVICE TYPICAL MOUNTING HEIGHTS

6' -6

BRANCH CIRCUIT PANELBOARDS

DISCONNECT SWITCH

5' -0

AREA

TYPICAL ELECTRICAL RECEPTACLES

DESCRIPTION MANUFACTURER

GENERAL 20A DUPLEX, EXTRA HEAVY DUTY, TAMPER-RESISTANT, WHITE

OUTDOOR 20A DUPLEX, EXTRA HEAVY DUTY, TAMPER-RESISTANT, WEATHER-RESISTANT, GFCI, WHITE

NOTES:

1. COLORS AS LISTED IN TABLE ABOVE, UNLESS NOTED OTHERWISE

2. MANUFACTURER EQUALS BY LEVITON, PASS & SEYMOUR

HUBBELL #HBL5362STWTR

HUBBELL #GFSG5362W

SCHEDULE 40 PVC CONDUIT

PVC TO RIGID ADAPTOR

PROVIDE RGC WITH SWEEP TO

TRANSITION FROM

UNDERFLOOR PVC CONDUIT.

CONCRETE SLAB

COMPACTED BACKFILL

3" MIN. BELOW SLAB

OR AS REQUIRED

FOR SWEEPS

REFER TO SPECS FOR CONDUIT REQUIREMENTS

EXOTHERMIC WELD

CONNECTION (TYP.)

POLYESTER/FIBERGLASS

INSULATOR. 45mm (1-3/4") DIA. x

50mm (2") LONG. RED IN COLOR

SECTION "A-A"

COPPER GROUND BUS

10mm (3/8") MOUNTING BOLT

m m

50mm (2") 6mm (1/4")

FRONT ELEVATION

INSULATED COPPER

GROUNDING CONDUCTOR

BARE COPPER GROUNDING

CONDUCTOR

6mm x 50mm (1/4" x 2") LONG

COPPER GROUND BUS MOUNTED

TO WALL WITH INSULATORS

BONDING CONDUCTOR SIZED

TO THE LARGEST GROUND

CONDUCTOR IN GROUP (TYP.)GROUNDING BUSHING (TYP.)

INSULATED GROUNDING IN

CONDUIT. SEE BUILDING

GROUNDING DETAIL FOR

ADDITIONAL INFORMATION.

NOTES:

1. REFER TO BUILDING GROUNDING

ELECTRODE SYSTEM DETAIL FOR EXACT

CONFIGURATION.

4 AWG OR LARGER BAR COPPER

CONDUCTOR OR STEE REINFORCING

BAR OR ROD NOT LESS THAN 1/2" DIAMETER

AND AT LEAST 20 FT LONG

2" MIN

STEEL TIE WIRE

FOUNDATION IN DIRECT

CONTACT WITH EARTH

LISTED CONNECTOR

NONMETALLIC PROTECTIVE

SLEEVE

GROUNDING ELECTRODE

CONDUCTOR

18''

COPPER GROUND

BUS 24''Lx2''Wx 1/4'' THICK

FLOOR

ANCHOR BUS

TO WALL AS

REQUIRED

ISOLATED

ANCHORS

1''

THE FOLLOWING DIMENSION

EQUALS ONE INCH WHEN PRINTED

TO SCALE.

Project No:

Drawing Title:

SCALE

STAMP

NOT FOR

CONSTRUCTION

Issued For: Date

E000

ELECTRICAL SYMBOLS

AND SPECIFICATION

JONESVILLE

COMMUNITY

SCHOOLS

24.150

MARCH 10, 2025CONSTRUCTION

NOTE: SOME SYMBOLS AND ABBREVIATIONS SHOWN

MAY NOT APPLY TO THIS PROJECT.

ELECTRICAL SPECIFICATION

1. CONTRACTOR TO PROCURE ALL REQUIRED BUILDING PERMITS AND INSPECTIONS TO COMPLETE PROJECT.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MICHIGAN ELECTRICAL CODE.

3. PROVIDE NEW ELECTRICAL SERVICES FROM CONSUMERS ENERGY AS INDICATED. COORDINATE SCOPE OF WORK AND PROVIDE ALL WORK TO PROVIDE A FULLY FUNCTIONAL ELECTRICAL SERVICE.

4. REMOVE ALL ELECTRICAL EQUIPMENT, WIRE, CONDUIT, ETC ASSOCIATED WITH DEMOLISHED EQUIPMENT.

5. REMOVE ALL ABANDONDED ELECTRICAL CONDUIT AND WIRE BACK TO SOURCE.

6. PROVIDE SHOP DRAWINGS FOR THE FOLLOWING:

A. CONDUIT.

B. CONDUCTORS.

C. WIRING DEVICES INCLUDING COVERPLATES.

D. DISCONNECT SWITCHES, ENCLOSED CIRCUIT BREAKERS AND FUSED SWITCHES.

E. PANELBOARDS. AND SWITCHBOARDS

F. SURGE PROTECTION DEVICES

G. INTERIOR LIGHT FIXTURES.

H. EXTERIOR LIGHT FIXTURES INCLUDING SITE POLES.

I. LIGHTING CONTROL SYSTEM AND DEVICES.

7. PATCH, REPAIR, AND PAINT ANY OPENINGS THROUGH ROOF, CEILINGS, WALLS, OR FLOORS TO MATCH EXISTING CONDITION.

8. THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL OF ALL DEMOLISHED EQUIPMENT.

9. PROVIDE LAMACOID LABELS FOR:

A. PANELBOARDS AND SWITCHBOARDS.

B. DISCONNECT SWITCHES.

10. MINIMUM CONDUIT SIZE SHALL BE 1/2" TRADE SIZE.

11. USE THE CONDUIT TYPE SUITABLE FOR THE ENVIRONMENT IN WHICH IS IS LOCATED:

A. INDOORS: EMT WITH SET SCREW FITTINGS. MC CABLE IS ACCEPTABLE FOR BRANCH CIRCUITS WHERE CONCEALED.

B. OUTDOORS: RIGID GALVANIZED STEEL.

C. UNDERGROUND: RIGID NON METALLIC SCHEDULE 80 PVC.

D. CONDUIT EXITING FROM UNDERGROUND SHALL TRANSITION TO EMT/RGS PRIOR TO BEING EXPOSED.

12. PROVIDE CONDUIT SLEEVES FOR LOW VOLTAGE DATA CABLING.

13. ALL CABLING SHALL BE IN CONDUIT UNLESS ABOVE AN ACCESSIBLE CEILING WHERE "J" HOOKS ARE ACCEPTABLE.

14. USE CONDUIT SWEEPS FOR ALL DATA CABLING CONDUITS.

15. DATA BOXES SHALL BE DOUBLE GANG, 3 1/2" DEEP WITH SINGLE GANG MUD RING WITH 1" CONDUIT TO ABOVE ACCESSIBLE CEILING.

16. ALL BOXES SHALL BE RECESSED IN WALLS AND CONDUIT CONCEALED WHERE POSSIBLE.

17. MINIMUM CONDUCTOR SIZE FOR POWER SHALL BE #12 AWG. ANY BRANCH CIRCUITS OVER 100' IN LENGTH SHALL BE #10 AWG MINIMUM FOR VOLTAGE DROP.

18. PROVIDE THHN-2 COPPER INDOORS AND THWN-2 COPPER OUTDOORS, UNLESS NOTED OTHERWISE OR DICTATED OTHERWISE BY THE NEC.

19. PROVIDE GROUNDING ELECTRODE SYSTEM AND EQUIPMENT GROUNDING PER THE NATIONAL ELECTRIC CODE.

20. PANELBOARDS SHALL BE FULLY RATED, SERIES RATED PANELS ARE NOT ACCEPTABLE. HAVE HINGED SWING DOOR-IN-DOOR. LOAD CENTERS ARE NOT ACCEPTABLE. SQUARE D NQOD OR EQUAL FOR

208/120V BRANCH PANELBOARDS. SQUARE D NF OR EQUAL FOR 480/277V PANELBOARDS. PROVIDE TYPED PANELBOARD CIRCUIT LABEL CARDS. UPDATE ALL EXISTING LABEL CARDS AS REQUIRED.

21. SURGE PROTECTION DEVICES SHALL BE MOUNTED AS CLOSE TO MAIN BUS AS POSSIBLE TO LIMIT FEEDER LENGTH.

22. RECEPTACLES SHALL BE TAMPER-RESISTANT EXTRA HEAVY DUTY GRADE, 20AMP MINIMUM. WHITE IN COLOR UNLESS NOTED OTHERWISE.

23. ALL DEVICE COVERS SHALL MATCH DEVICE COLOR UNLESS STAINLESS STEEL COVERS ARE SPECIFIED.

24. WEATHERPROOF RECEPTACLE COVERS SHALL BE METAL, WHILE-IN-USE TYPE.

25. SWITCHES SHALL BE HEAVY DUTY GRADE, 20 AMP, QUIET TYPE, WHITE UNLESS NOTED OTHERWISE.

26. LIGHTING CONTROL DEVICES SHALL BE MANUFACTURED BY N-LIGHT, UNLESS NOTED OTHERWISE.

27. ALL LIGHTING CONTROLS SHALL MEET ASHRAE 90.1 - 2013 WITH MICHIGAN AMENDMENTS.

28. IT IS UNDERSTOOD AND AGREED BY THE INSTALLER THAT WORK HEREIN DESCRIBED SHALL BE COMPLETE IN EVERY DETAIL, EVEN THOUGH EVERY ITEM INVOLVED IS NOT PARTICULARLY MENTIONED.

INSTALLER SHALL BE HELD TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR THE WORK INTENDED AND DESCRIBED FOR A COMPLETE AND OPERATIONAL SYSTEM. SUCH MATERIALS SHALL

INCLUDE, BUT ARE NOT LIMITED TO, CONDUIT, FITTINGS, COVERPLATES, WIRING, BREAKERS, CONTROL DEVICES, LIGHTING ACCESSORIES, ETC. THIS ALSO INCLUDES EQUIPMENT REQUIRED BY STATE AND

LOCAL CODES.

NOT TO SCALEE000

3 UNDERFLOOR CONDUITS IN SLAB ON GRADE INSTALLATION

NOT TO SCALEE000

4 BUILDING ELECTRICAL SYSTEM GROUND BUS

NOT TO SCALEE000

6 BUILDING GROUNDING ELECTRODE SYSTEM

NOT TO SCALEE000

7 GROUND BUS MOUNTING DETAIL

UTILITY FEED

PANEL

STORAGE

PANEL

3 #3, 2" C.

NEW BUILDING

GROUND BAR

NEW GROUND

MAT

#3/0 GND

(TYPICAL FOR ALL

GROUND WIRE)

SPD

SERVICE

120/240-V0LT, 1-PHASE, 3-WIRE, 100-AMP

EXISTING 12-MONTH MAXIMUIM DEMAND = 6A

CONNECTED LOAD 6 x 1.25 + 28 = 36A

STORAGE

NEW UNDERGROUND

FEEDER A MINIMUM OF

30" BELOW GRADE

THE FOLLOWING DIMENSION

EQUALS ONE INCH WHEN PRINTED

TO SCALE.

Project No:

Drawing Title:

SCALE

STAMP

Issued For: Date

E010

ELECTRICAL SITE PLAN

JONESVILLE

COMMUNITY

SCHOOLS

24.150

MARCH 10, 2025CONSTRUCTION

EXISTING 12-MONTH MAXIMUM DEMAND = 6A

Notes:

Demand Current: 27 A

POWER 5250 VA 100.00% 5250 VA Demand Load: 7 kVA

RECEPTACLE 720 VA 100.00% 720 VA Connected Current: 27 A

LIGHTING - INTERIOR 491 VA 125.00% 614 VA Connected Load: 6 kVA

Other 0 VA 0.00% 0 VA Panel Totals

Load Classification Connected Factor Demand

Connected Current: 29 A 25 A

Connected Load: 3 kVA 3 kVA

23 SPACE -- 1 -- -- 1 -- SPACE 24

21 SPACE -- 1 -- -- 1 -- SPACE 22

19 SPACE -- 1 -- -- 1 -- SPACE 20

17 SPACE -- 1 -- -- 1 -- SPACE 18

15 SPACE -- 1 -- -- 1 -- SPACE 16

13 SPACE -- 1 -- -- 1 -- SPACE 14

11 SPACE -- 1 -- 0 1 20 RECEPTS STORAGE BARN 12

9 SPACE -- 1 -- 0 10

7 3040 0

2 30 SPARE

PANEL P1 60 2

3421 0 1 20 RECEPTS STORAGE BARN 6

3 0 0 1 20 RECEPTS STORAGE BARN 4

MAIN BREAKER 100 2

0 0 1 20 LIGHTS STORAGE BARN 2

Ckt Description Trip (A) Poles FN/Note Phase A

Load (VA) Phase B

Load (VA) FN/Note Poles Trip (A) Description Ckt

Enclosure: NEMA 1

Mounting: SURFACE Features & Modifications: -

Supply: Feed-Thru Lugs: No SCCR: 10,000

Location: Neutral: 100% Mains FN/Note: MCB

Bus Rating: 100 A Mains Rating: 100 A

Panelboard: STORAGE Voltage: 240 V, 1Ø, 3W Mains Type: MCB

PROVIDE NEW BREAKER IN

EXISTING EATON PANEL

NOT TO SCALEE010

1 ELECTRICAL ONE LINE DIAGRAM

1" = 20'-0"E010

2 SITE PLAN

LINE OF LOFT ABOVE

E O

F L

O F

T A

B O

V E

FRONT ELEVATION

REAR ELEVATION

LEFT ELEVATION

SECTION VIEW

RIGHT ELEVATION

o s

EQ EQ

BUILDING

GROUND BAR

P1-1

P1-4

GFI

10' GROUND ROD

TYPICAL

P1-2

A A

A A A AE

A A

WALL MOUNTED, 120-VOLT VACANCY

SENSOR SHALL TURN LIGHTS OFF

AFTER 30 MINUTES OF NO MOTION.

TYPE A FIXTURE TYPE A FIXTURE

TYPE A FIXTURE

TYPE BE

FIXTURE

WEATHER

PROOF OUTLET

P1-2

UH-1

P1-3,5

#10 WIRE

EF-01

CONNECT EF-1 AND LOUVER TO

OCCUPANCY SENSOR. LOUVER AND

EF SHALL BE INTERLOCKED.

EUH-01

30"x24"

LOUVER

30"x24"

LV-1 250

EF-01

THE FOLLOWING DIMENSION

EQUALS ONE INCH WHEN PRINTED

TO SCALE.

Project No:

Drawing Title:

SCALE

STAMP

Issued For: Date

E110

FIRST FLOOR ELECTRICAL

AND MECHANICAL PLAN

JONESVILLE

COMMUNITY

SCHOOLS

24.150

MARCH 10, 2025CONSTRUCTION

1/4" = 1'-0"E110

1 FIRST FLOOR ELECTRICAL AND MECHANICAL PLAN

FULLY RATED AND SERVICE RATED

Notes:

Demand Current: 27 A

POWER 5250 VA 100.00% 5250 VA Demand Load: 7 kVA

RECEPTACLE 720 VA 100.00% 720 VA Connected Current: 27 A

LIGHTING - INTERIOR 491 VA 125.00% 614 VA Connected Load: 6 kVA

Other 0 VA 0.00% 0 VA Panel Totals

Load Classification Connected Factor Demand

Connected Current: 29 A 25 A

Connected Load: 3 kVA 3 kVA

17 0 0 1 20 SPARE 18

SPD 30 2

0 0 1 20 SPARE 16

13 SPARE 20 1 0 0 1 20 SPARE 14

11 SPARE 20 1 0 0 1 20 SPARE 12

9 SPARE 20 1 0 0 1 20 SPARE 10

7 SPARE 20 1 0 0 1 20 SPARE 8

5 2500 250 1 20 EF-1 STORAGE BARN 6

UNIT HEATER STORAGE BARN 30 2

2500 540 1 20 RECEPTACLES STORAGE BARN 4

1 RECEPTACLE EXTERIOR STORAGE... 20 1 180 491 1 20 INTERIOR LIGHTING STORAGE BARN 2

Ckt Description Trip (A) Poles FN/Note Phase A

Load (VA) Phase B

Load (VA) FN/Note Poles Trip (A) Description Ckt

Enclosure: NEMA 1

Mounting: SURFACE Features & Modifications: -

Supply: STORAGE Feed-Thru Lugs: No SCCR: 10,000

Location: Neutral: 100% Mains FN/Note: MCB

Bus Rating: 100 A Mains Rating: 60 A

Panelboard: P1 Voltage: 240 V, 1Ø, 3W Mains Type: MCB

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION MOUNTING DRIVER LOAD MANUFACTURER NOTES

A SURFACE WRAP SURFACE 0-10V 39 VA LITHONIA: #BLWP4-48L-ADP-EZ1-LP840-NESPDT7

AE SURFACE WRAP WITH BATTERY SURFACE 0-10V 39 VA LITHONIA: #BLWP4-48L-ADP-EZ1-LP840NESPDT7--E10WLCP 1

BE WALL PACK WITH BATTERY SURFACE NA 23 VA LITHONIA: #WDGE2-P3-40K-80CRI-VW-MVOLT-PE-E10WH-DBLXD 1

LIGHT FIXTURE NOTES:

1. PROVIDE FIXTURE WITH SELF CONTAINED BATTERY PACK. BATTERY SHALL COME ON WHEN NORMAL POWER FAILS AND OPPERATE A MINUMUM OF 90 MINUTES.

NOTES:

1. PROVIDE WITH RECESSED MOUNT ENCLOSURE MODEL CDFRE

2. PROVIDE WITH RECESED MOUNT POWER DISCONNECT

3. PROVIDE WITH ONE 7-DAY PROGRAMMABLE THERMOSTAT PER BULDING.

4. SPACE IS VENTILATED BY NATURAL VENTILATION (OPERABLAE WINDOWS) EXCEEDING 4% OF FLOOR AREA PER MMC 402.1 AND 402.2.

ELECTRIC UNIT HEATER SCHEDULE

IDENTITY MANUFACTURER MODEL PRODUCT TYPE

BOTTOM

ELEVATION

FAN

CAPACITY

FAN OUTLET

VELOCTIY

FAN MOTOR

FAN SPEC

HEATING AIRFLOW DESIGN HEATING

TEMP. RISE

ELECTRIC HEAT ELECTRICAL

SPECIFICATION NOTESQTY SIZE RPM OUTPUT AIRFLOW EAT LAT RATING LOAD ELEMENT(S) VOLTAGE PHASE

EUH-01 Berko HUH-524SA Unit 9'-0" 270 CFM 0 FPM 1 0.01 hp 1350 Motor: PSC/ECM 17,496 Btu/h 270 CFM 60 °F 120 °F 60 °F 5.0 kW 20.8 A 1 240 V 1

EXHAUST FAN SCHEDULE

INSTALLED

LOCATION

MANUFACTURER MODEL

DESIGN

AIRFLOW RATE

FAN DESIGN DRIVE

TYPE

MOTOR ELECTRICAL

SONES

REMARKS

CAPACITY ESP BHP RPM HP RPM FLA VOLTAGE PHASE

EF-01 SIDEWALL GREENHECK SE1-10-428-PX

-QD

250 CFM 250 CFM 0.13 in-wg 0.02 hp 1550 DIRECT 0.1 hp 1550 1.3 A 120 V 1 0

LOUVER SCHEDULE

MARK MANUFACTURER MODEL QTY DESCRIPTION TYPE

DIMENSIONS FREE AREA DESIGN

AIRFLOW RATE MATERIAL FINISH NOTESWIDTH HEIGHT DEPTH AREA VELOCITY

LV-1 GREENHECK ESJ-602 1 OUTDOOR AIR LOUVER STATIONARY LOUVER 30" 24" 6" 2 SF 590 FPM 250 CFM ALLUMINUM MILL

Sheets

A101 - ARCHITECTURAL

E000 - ELECTRICAL SYMBOLS AND SPECIFICATION

E010 - ELECTRICAL SITE PLAN

E110 - FIRST FLOOR ELECTRICAL AND MECHANICAL PLAN

G000 - COVER SHEET

File details come from the government source that posted it. Updated May 2, 2025.