DESIGN TEAM

ARCHITECT/ENGINEER

REFERENCED CODES

SITE ADDRESS

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XPORTAGE - WEST MIDDLE SCHOOL -

STORAGE BARN

PORTAGE PUBLIC SCHOOLS

Portage, Michigan

CONSTRUCTION DOCUMENTS

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DRAWING INDEX

CIVIL CONSULTANT

5725 VENTURE PARK DRIVE, SUITE A

KALAMAZOO, MI 49009

PHONE: 269.250.5991

PORTAGE PUBLIC SCHOOLS

7145 MOORSBRIDGE RD

PORTAGE, MI ZIP 49024

GENERAL

G 001 COVER SHEET

G 101 FIRST FLOOR CODE COMPLIANCE PLAN, TYPICAL SYMBOLS AND GENERAL

NOTES

CIVIL

C 100 SITE PLAN

ARCHITECTURAL

A 100 FOUNDATION AND FRAMING PLAN

A 101 FIRST FLOOR PLAN, ROOF FRAMING PLAN AND DOOR SCHEDULE

A 301 EXTERIOR ELEVATIONS, BUILDING SECTIONS, 3D VIEW AND WALL

SECTIONS

ELECTRICAL

E 101 FIRST FLOOR POWER PLAN

242 E. KALAMAZOO AVE, SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

BUILDING: 2015 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

ENERGY: 2015 MICHIGAN ENERGY CODE

PLUMBING: 2015 MICHIGAN PLUMBING CODE

MECHANICAL: 2015 MICHIGAN MECHANICAL CODE

FUEL GAS: (IFGC) 2015 INTERNATIONAL FUEL GAS CODE

ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

BARRIER-FREE: 2015 MICHIGAN BUILDING CODE AND 2009 ICC & C A117.1

USE GROUP: S-1

CONSTRUCTION TYPE: TYPE VB

AUTOMATIC SPRINKLERS: NON SPRINKLED

PROJECT AREA

TOTAL FINISHED PROJECT: 2,093 SQ. FT.

4 EAST FULTON STREET, SUITE 200

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.9944

FAX: 616.456.5936

ISSUED FOR DATE

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

EGRESS SYMBOLS

EGRESS EXIT NUMBER FROM ROOM OR SPACE

MAXIMUM NUMBER OF OCCUPANTS PERMITTED

BY EGRESS WIDTH

ROOM OR SPACE EGRESS IS FROM

TRAVEL DISTANCE : 100'-0"

PERMITTED TRAVEL DISTANCE - 200'-0"

EXISTING TRAVEL DISTANCE

TO EGRESS DOOR

PERMITTED MAXIMUM TRAVEL

DISTANCE PER CONDITION

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

XFE

XFEC

FE

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE-RATING KEY

DESIGNATION PARTITION RATING PRIORITY

3 HOUR 1

2 HOUR FIRE/SMOKE

2 HOUR

1 HOUR FIRE/SMOKE

1HOUR

SMOKE RESISTANT

EGRESS

Door #

EGRESS ROOM

A B C D E

STORAGE

EGRESS

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TRAVEL DISTANCE: 40'-0"

TRAVEL DISTANCE: 200'-0"

GENERAL NOTES - ARCHITECTURAL

1. THE OWNER RESERVES THE RIGHT TO REMOVE ANY ITEM FROM THE PROJECT PRIOR

TO COMMENCEMENT OF CONTRACTED DEMOLITION WORK.

2. ALL EXISTING CONDITIONS SHOULD BE FIELD VERIFIED BEFORE WORK BEGINS.

3. DIMENSIONS GIVEN ARE ACTUAL AND ARE TO THE FACE OF MASONRY UNITS OR TO

THE FACE OF STUD FRAMING, UNLESS NOTED OTHERWISE.

4. DETAILS SHOWN ILLUSTRATE DESIGN INTENT, NOT ALL POSSIBLE CONDITIONS. FOR

CONDITIONS NOT SHOWN, USE DETAILS CLOSEST TO CONDITION IN QUESTION.

5. EXTEND ALL INTERIOR WALL PARTITIONS FROM FLOOR TO STRUCTURE/DECK ABOVE

UNLESS NOTED OR DETAILED OTHERWISE.

6. WITHIN BUILDING INTERIOR PROVIDE BULLNOSE BLOCK IN CMU WALL ASSEMBLIES AT

ALL EXPOSED OUTSIDE CORNERS, INCLUDING WINDOW AND DOOR JAMBS, UNLESS

NOTED OR DETAILED OTHERWISE. PROVIDE SQUARE OUTSIDE CORNERS AT ALL

LOCATIONS FINISHED WITH WALL TILE, REFER TO FINISH PLANS (A600 SHEETS)

FOR LOCATIONS.

7. TOOTH-IN MASONRY AT NEW OPENINGS IN EXISTING WALLS.

8. TOOTH-IN NEW MASONRY INFILL INTO EXISTING OPENINGS AT ALL BULLNOSE BLOCK

LOCATIONS.

9. STUD WALLS SPANNING OVER 12'-0" IN HEIGHT SHALL BE A MINIMUM OF 20 GAGE.

10. STUD WALL SUPPORTING WALL CABINETS SHALL BE A MINIMUM OF 20 GAGE.

11. DOORS ARE TO BE 4" FROM CORNER OF ROOM, UNLESS NOTED OR DIMENSIONED

OTHERWISE.

12. FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES AND

CONCEALED WALL SPACES AT CEILING, FLOOR AND ROOF LEVELS.

13. FIRESEAL ALL PENETRATIONS, SUCH AS, PIPES, DUCTS, CONDUITS, ETC. THROUGH

FIRE AND/OR SMOKE RATED ASSEMBLIES.

14. FOR CONTROL JOINT (C.J.) LOCATIONS REFER TO EXTERIOR ELEVATIONS AND/OR

FLOOR PLANS.

15. PAINT ALL ELECTRICAL PANEL COVERS AND ACCESS PANELS TO MATCH ADJACENT

FINISHES. USING OIL-BASED PAINT, NOT LATEX WALL PAINT.

16. PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT OR

ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY MANUFACTURER.

17. PROVIDE ALL ASSOCIATED CURBS FOR ROOF TOP EQUIPMENT AND MECHANICAL

ROOF TOP UNITS. LARGE VOIDS BELOW THE AIR HANDLING UNITS SHALL BE FILLED

WITH INSULATION AS SPECIFIED FOR NOISE CONTROL.

18. ALL EXISTING ROOF TOP PENETRATIONS BEING REMOVED REQUIRE ROOF PATCHING

TO MATCH EXISTING ADJACENT.

A101A

TYPICAL SYMBOLS & REFERENCES

NOTE:

ROOM NAMES AND NUMBERS ON PLANS ARE

FOR CONSTRUCTION PURPOSES ONLY.

COORDINATE WITH OWNER REGARDING

PROPOSED NUMBERS FOR ALL SIGNAGE,

SCHEDULE AND PANEL DESIGNATIONS.

ROOM IDENTIFICATION TAG

ROOM NAME

ROOM NUMBER

DETAIL TITLE

1 DETAIL TITLE

1" = 0'-1"A101

DETAIL NUMBER

SHEET NUMBER

UNIT MATCHLINES

U N

IT

A

U N

IT

B

TYPICAL NOTATION SYMBOLS

CALLOUT REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION REFERENCE BUBBLE

A301

A

ELEVATION LETTER

SHEET NUMBER

INTERIOR ELEVATION REFERENCE BUBBLE

4 A 652

ELEVATION NUMBER

SHEET NUMBER

DETAIL REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

BUILDING SECTION REFERENCE BUBBLE

A 311

DETAIL NUMBER

SHEET NUMBER

ELEVATION AND SECTION REFERENCE TOOLS

ELEVATION TAG - EXISTING

FINISH FLOOR

ELEVATION 100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

100'-0" ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

ELEVATION TAG - NEW

FINISH FLOOR

ELEVATION 100'-0"

100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

WORKING POINT LAYOUT TAG

100'-0" : 100'-0"

DISTANCE IN THE "Y" DIRECTION FROM THE

"X" BASE LINE

DISTANCE IN THE "X" DIRECTION FROM THE

"Y" BASE LINE

BORROWED LIGHT AND DOOR IDENTIFICATION

A 502

SHEET NUMBER

ELEVATION NUMBER

DOOR NUMBER - CORRESPONDS TO THE ROOM NUMBER

LETTER DESIGNATES MORE THAN ONE IN ROOM

SYMBOLS

BARRIER-FREE

B1 REVISION IDENTIFIER (ADDENDUM AND BULLETIN)

COLUMN BUBBLE AND LINE

CLASSROOM

A000A

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1/8" = 1'-0"

FIRST FLOOR CODE COMPLIANCE PLAN

Michigan Building Code – 2015 Edition

Section 311.2: The storage room to be classified as Moderate-hazard Storage Group

S-1. (Must comply with the maximum allowable quantities of hazardous materials listed in Table 307.1 (1).

Table 504.3: Allowable Height: Occupancy S-1, Type V-S: 40 feet

Table 504.4: Allowable Stories: Occupancy S-1, Type V-S: 1 Story

Section 506.2: Allowable Area: Occupancy S-1, Type V-NS: 9,000 sf

Section 506.3: A frontage increase is not required. The building area complies with the allowable area in Table 506.2.

Section 602.2: Table 601 – Construction Type V-B (Non-sprinklered – Single Story)

Construction in which structural elements, and exterior walls, and interior walls are of any materials permitted by this code.

Table 1004.1.2: Occupant Load Factors

Storage Areas: 300 gross

Calculated Occupancies

Storage (2,093 gross sq. ft.) – 7 Occupants

Section 1005.3: Egress Capacity Factors

1005.3.2 All others = 0.2 inches per Occupant

Table 1006.2.1: Maximum Common Path of Travel shall not exceed: Storage: 100 ft without sprinkler system and occupant load is less than 30 occupants

Section 1007.1.1 Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them.

Table 1017.2 Exit Access Travel Distance shall not exceed:

Storage: 200 feet

STM YD

RIM = 900.58

WATER PER CITY OF PORTAGE

AS-BUILT MAPS

APPROXIMATE LOCATION OF

WATER PER CITY OF PORTAGE

GIS MAPS

STM CB

E.G.

E.G.

E.G.

900.23

900.20

900.42

900.50 900.50

900.34

900.50

900.42

900.50

900.22

900.42

E.G.

900.12

E.G.

900.04

E.G.

899.93

900.34

900.42

900.34

900.42

900.42 900.42

900.41900.36

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R

DANIEL LEWIS, P.E.

No. 52573

N 1 inch = ft.

10 2015

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.

1. PROPERTY INFORMATION:

PARCEL #s: 00017-095-O

SITE AREA: 2875000 SF (66 AC)

OWNER: PORTAGE PUBLIC SCHOOLS

8107 MUSTANG DR

PORTAGE, MI 49002

2. ZONING:

R-1B RESIDENTIAL

ABUTTING PROPERTY CURRENTLY ZONED:

NORTH: R-1B RESIDENTIAL

SOUTH: PD RESIDENTIAL

EAST: R-1B RESIDENTIAL

WEST: PD RESIDENTIAL/RM-1 RESIDENTIAL

3. SETBACKS

FRONT = 0'

SIDES = 0' (25' IF ABUTS R DISTRICT)

REAR = 0' (25' IF ABUTS R DISTRICT)

4. PARKING: NOT APPLICABLE

5. STORM WATER RETENTION REQUIRED

TOTAL IMPERVIOUS AREA:

3,349 SQFT

REQUIRED STORM WATER VOLUMES

BASED ON 3" OVER IMPERVIOUS AREA:

REQUIRED STORAGE VOLUME: 838 CFT

PROVIDED VOLUME: 998 CFT

SITE DATA

GENERAL NOTES

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: H & S ENGINEERING

A. 6" CONCRETE PAVEMENT (SEE DETAIL THIS SHEET)

B. CONNECT ELECTRIC SERVICE AND METER, COORDINATE WITH UTILITY PROVIDER

C. 10' OVERHEAD DOOR

D. DOWNSPOUT

E. MAN DOOR

SITE PLAN NOTES

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

IN FORCE AT TIME OF CONSTRUCTION.

2. ALL PLUMBING WORK SHALL BE PERFORMED BY A STATE OF MICHIGAN LICENSED PLUMBER

ACCORDING TO THE INTERNATIONAL PLUMBING CODE AS MODIFIED BY THE STATE OF MICHIGAN AND LOCAL HEALTH DEPARTMENT. FURNISH AND INSTALL ALL MATERIALS AND LABOR TO PROVIDE

A FULL WORKING SYSTEM.

3. ALL WORK SHALL CONFORM TO THE MICHIGAN HANDICAPPED ACCESSIBILITY CODE AND THE

AMERICANS WITH DISABILITIES ACT.

4. 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.

5. CONTACT "MISS DIG" 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 "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.

6. MANHOLE AND CATCH BASIN STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2

ADJUSTING RINGS FOR FINISH GRADE ADJUSTMENT.

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

1. SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE

PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE,

RAIN AND FREEZING. SURFACE RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE

EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE, ALL FOOTING CONCRETE SHOULD BE

POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL, THE FOOTING

EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED.

2. REMOVE ALL SUBGRADE GRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, FREEZING, OR

CONSTRUCTION TRAFFIC, ETC. AND REPLACE WITH COMPACTED GRANULAR FILL.

3. THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT

OPEN OVERNIGHT AS REQUIRED.

4. EXTERIOR CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AND SHALL HAVE

LIMESTONE AGGREGATE AND SHALL HAVE 4 - 6 % AIR ENTRAINMENT WITH A BROOM FINISH.

5. EXPANSION JOINTS IN CONCRETE PAVEMENT AND WALLS SHALL BE 1/2" ASPHALT IMPREGNATED FULL DEPTH 40' O.C. MAXIMUM & AT SIDEWALK INTERSECTIONS. CRACK CONTROL SCORING AT

SIDEWALK WIDTH DIMENSION AND @ 10'-0" O.C. IN DRIVES.

SITE MATERIALS & CONSTRUCTION NOTES:

GENERAL CONSTRUCTION NOTES

POLE BARN

F.F. - 900.50

TOTAL SQFT: 2,048

5'

10'

5'

5'

64'

REMOVE OLD FENCE

(SEE FENCE REMOVALS

THIS SHEET)

SAWCUT CLEAN STRAIGHT EDGE FOR

NEW CONCRETE CONNECTION

A

B

C

C

LIMITS OF CONSTRUCTION

LEGEND

SAWCUT

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 PORTAGE

3. CONTACT "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.

GRADING NOTES

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 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.

SOIL EROSION & SEDIMENTATION CONTROL NOTES

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.

NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN R-96-D, SOIL EROSION & SEDIMENTATION CONTROL MEASURES. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY MEASURE.

SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES REQUIRED AS DESCRIBED BELOW.

3P

26T

3P

3P

3P

3P3P

SILT FENCE

E.G. EXISTING GRADE

26T

26T

PORTAGE WEST

MIDDLE SCHOOL

D

D

31 LF - CHAIN LINK FENCE CONNECTED TO BUILDING

15 LF - CHAIN LINK FENCE CONNECTED TO BUILDING

32'

D

4' DIA. LEACHING BASIN

BEEHIVE COVER

RIM: 899.50

24" HDPE W IE: 892.50

6" SDR 35 S IE: 896.23

BTM: 889.50

4' DIA. MANHOLE

BEEHIVE COVER

RIM: 900.20

24" HDPE E IE: 892.50

6" SDR 35 S IE: 896.23

BTM: 890.20

STORM WATER CLEANOUT

I.E. 897.00

77LF - 6" SDR

35 @ 1.00%

6"x6"x6" WYE

40' - 24" PERFORATED HDPE PIPE

IN STONE TRENCH @ 0.00% (SEE DETAIL THIS SHEET)

6"x6"x6" WYE

77LF - 6" SDR 35 @ 1.00%

ELECTRICAL SERVICE

FOR BUILING TO BE RUN

BY OTHERS PRIOR TO PROJECT.

CLEANOUT DETAIL

NOT TO SCALE

GROUND SURFACE EJIW 1410

3' M

A X

THREADED PLUG CAP

UNLESS OTHERWISE

SPECIFIED

SIZE OF PIPE AS

SHOWN ON PLANS GRAVEL FILL (WITHIN OPENING

AROUND PIPE END SECTION)

CONCRETE REINFORCED

FOOTING

GRADE 35S OR PRECAST

REINFORCED SECTION

UNLESS OTHERWISE

SPECIFIED

CONCRETE ADJUSTING

RING GRADE35S, CONC.

REINF. BATTER BLOCKS

AND MORTAR, OR

REINF. PRECAST

MANHOLE SECTION.

(2) 45° (1

8 BEND)

PIPE SECTION

E.J.I.W. #6517

(OR APPROVED EQUAL)

48" DIA.

1' 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

NOT TO SCALE

TRENCH BACKFILL

NO SCALE

2.5' EACH

SIDE

STONE TRENCH DETAIL

3'

1' VOLUMES PROVIDED BELOW ASSUME

40% VOIDS IN STONE

PIPE SIZE VOLUME/LFT

24" 18.68 CFT

ALL TRENCH SLOPES TO COMPLY WITH

APPLICABLE STATE AND FEDERAL

REGULATIONS.

GEOTEXTILE FABRIC COMPLETELY

SURROUNDING STONE. OVERLAP

FABRIC 1 FOOT

MDOT 6A WASHED STONE (40% VOIDS)

24" PERF. PIPE

STORM WATER CLEANOUT

I.E. 897.00

FENCE REMOVALS

1:40 SCALE

P O

LE

B

A R

N

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0L

F

FE

N C

E

D

29T29T

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.

29T

S I T

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M i c h i g a n

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S

ISSUED FOR DATE

SILT FENCE

E

E

6"x6"x6" WYE

6"x6"x6" WYE

5'

N

6" MINIMUM COMPACTED (98%)

SAND SUB-BASE (MDOT CLASS II)

OR AS RECOMMENDED BY GEOTECHNICAL

ENGINEER

6"-4,000 P.S.I.

NON-REINFORCED

CONCRETE TOPSOIL

ACCEPTABLE COMPACTED

SUB-BASE (AS RECOMMENDED

BY GEOTECHNICAL ENGINEER)

1.0' MIN.

CONC. PAVEMENT SECTION

NOT TO SCALE

AutoCAD SHX Text DANIEL G. LEWIS ENGINEER No. 52573

A 301

A

A 301

B

A 301

C

A 301

D

A 301

A B C D E

A 301

32' - 0"

8' - 0" 8' - 0" 8' - 0" 8' - 0"

24" X 10"

FOOTING

(TYP.) - U.N.O.

24" x 10" FOOTING AT

END WALL COLUMNS

(TYP.) - U.N.O.

36" x 12" FOOTING

AT OVERHEAD DOOR

(TYP.) - U.N.O.

24" x 10" FOOTING AT

END WALL COLUMNS

(TYP.) - U.N.O.

36" x 12" FOOTING

AT OVERHEAD DOOR

(TYP.) - U.N.O.

24" X 10"

FOOTING

(TYP.) - U.N.O.

3' - 9 1/2"

/2

14"Ø CONCRETE

PIERS WITH (6)

VERTICAL #5 BARS

AND 4# STIRRUPS

AT 12" O.C.

A 301

A

A 301

B

A 301

C

A 301

D

A 301

A B C D E

A 301

(2) 1 3/4" x 9 1/2"

LVL CARRIERS ON

EACH SIDE AT

OVERHEAD DOORS

(TYP.)

(2) 2x10

CONTINUOUS

CARRIERS ON

EACH SIDE OF

POSTS (TYP.)

(2) 1 3/4" x 9 1/2"

LVL CARRIERS ON

EACH SIDE AT

OVERHEAD

DOORS (TYP.)

(2) 2x10

CONTINUOUS

CARRIERS ON

EACH SIDE OF

POSTS (TYP.)

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1/8" = 1'-0"

FOUNDATION PLAN

1/8" = 1'-0"

FRAMING PLAN

GENERAL NOTES

1. REFER TO CODE COMPLIANCE PLAN FOR WALL RATING LINES.

2. REFER TO FLOOR FINISH PLANS FOR INTERIOR ELEVATION CALLOUTS.

3. REFER TO SHEET A 501 FOR WALL AND CEILING ACCESS PANEL INFORMATION.

A 301

A

A 301

B

A 301

C

A 301

D

A 301

A B C D E

101D

101C

101B

101A

/2

32' - 10 1/2"

8' - 0" 8' - 0" 8' - 0" 8' - 0"

A 301

/4

/4

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

6x6 TREATED

POST - (TYP.)

U.N.O.

STORAGE

3' - 4" 2 3/4"

/4 "1

OHSF

SEE SCHED.

S E E S

C H E D U

LE

SEE SCHEDULE

S E E S

C H E D U

LE

2" TYP. SEE SCHED. 2" TYP.

S E E S

C H E D U

LE

T Y P

A 301

A

A 301

B

A 301

C

A 301

D

A 301

A B C D E

A 301

/1

P

IT

C H E

N G

IN

E E R E D

T R U S S E S

A T

O

.C

/2

LINE OF BUILDING BELOW LINE OF BUILDING BELOW

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1/8" = 1'-0"

FIRST FLOOR PLAN

DOOR SCHEDULE - FIRST FLOOR

NUMBER

ROOM

NAME

FIRE RATING DOOR SIZE FRAME DETAILS

GLASS

ACCESS CONTROLS

HDWR.

SET

REMARKS

DOOR ROOM DOOR FRAME TYPE MAT FIN WIDTH HEIGHT ELEV MAT FIN HEAD JAMB SILL

A-PHO

NE

BARRIER-

FREE

CARD

READER

ELEC. LOCK

HDWR.

MAG

HOLD

101A 101 STORAGE - - F STL FACTORY FINISH 3' - 0" 7' - 2" 1 HM PAINT - - - - No No No No No 1.0 -

101B 101 STORAGE - - OHS STL FACTORY FINISH 12' - 0" 10' - 0" - STL - 5 / A 301 - - - No No No No No 2.0 -

101C 101 STORAGE - - OHS STL FACTORY FINISH 10' - 0" 10' - 0" - STL - 5 / A 301 - - - No No No No No 2.0 -

101D 101 STORAGE - - F STL FACTORY FINISH 3' - 0" 7' - 2" 1 HM PAINT - - - - No No No No No 1.0 -

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME ELEVATION

1/8" = 1'-0"

ROOF FRAMING PLAN

FIRST FLOOR

100' - 0"

ABCDE

TRUSS BEARING

112' - 0"

A 301

FOOTING

96' - 6"

4" 12"

4"

12"

STEEL SIDING -

FABRAL GRANDRIB 3

OR EQUAL

STEEL SIDING

OUTSIDE CORNER

GUTTER

FIRST FLOOR

100' - 0"

A 301

1 2 3 4 5 6 7 8 9

TRUSS BEARING

112' - 0"

FOOTING

96' - 6"

STEEL SIDING -

FABRAL GRANDRIB

3 OR EQUAL

ASPHALT SHINGLES

STEEL SIDNG

OUTSIDE CORNER

GUTTER

STEEL DOWNSPOUT

RIDGE VENT

FIRST FLOOR

100' - 0"

A B C D E

TRUSS BEARING

112' - 0"

A 301

FOOTING

96' - 6"

4"

12" 4"

12"

STEEL SIDING -

FABRAL GRANDRIB

3 OR EQUAL

STEEL SIDING

OUTSIDE CORNER

FIRST FLOOR

100' - 0"

A 301

123456789

TRUSS BEARING

112' - 0"

FOOTING

96' - 6"

STEEL SIDING -

FABRAL GRANDRIB

3 OR EQUAL

ASPHALT SHINGLES

STEEL SIDING

OUTSIDE CORNER

STEEL DOWNSPOUT

GUTTER

RIDGE VENT

FIRST FLOOR

100' - 0"

A B C D E

TRUSS BEARING

112' - 0"

A 301

FOOTING

96' - 6"

4"

12" 4"

12"

A 301

A 301

FIRST FLOOR

100' - 0"

A 301

1 2 3 4 5 6 7 8 9

TRUSS BEARING

112' - 0"

FOOTING

96' - 6"

SHINGLES, COLOR:

EXTERIOR ELEVATION KEY

METAL SIDING, COLOR:

FIRST FLOOR

100' - 0"

A

TRUSS BEARING

112' - 0"

ENGINEERED WOOD

TRUSSES AT 2' O.C.

1/2" OSB SHEATHING

METAL GUTTERS

METAL FASCIA

2X6 SUB FASCIA

VENTED SOFFIT PANELS

2X4 GIRTS AT 24" O.C.

STEEL SIDING -

FABRAL GRANDRIB

6X6 TREATED POST

(2) ROWS OF TREATED

2X6 T&G SKIRT BOARDS

6" CONCRETE SLAB WITH

TURNED DOWN EDGE

ASPHALT SHINGLES ON

15# FELT WITH ONE

ROW OF ICE SHIELD

4" COMPACT SAND

'F' CHANNEL

(2) 2x10 CONTINUOUS

CARRIERS ON EACH

SIDE OF POSTS

E

TRUSS BEARING

112' - 0"

ASPHALT SHINGLES ON

15# FELT WITH ONE

ROW OF ICE SHIELD

1/2" OSB SHEATHING

STEEL GUTTERS

2X6 SUB FASCIA

METAL FASCIA

VENTED SOFFIT PANELS

(2) 1 3/4" X 9 1/2"

LVL - BOTH SIDES

STEEL SIDING -

FABRAL GRANDRIB

F CHANNEL

J CHANNEL

2X6 NAILERS

STEEL TRIM BY SIDING MANUF.

ENGINEERED WOOD

TRUSSES AT 24" O.C.

6X6 TREATED POST

OVERHEAD DOOR

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1/8" = 1'-0"A 301

A NORTH ELEVATION

1/8" = 1'-0"A 301

B WEST ELEVATION

1/8" = 1'-0"A 301

C SOUTH ELEVATION

1/8" = 1'-0"A 301

D EAST ELEVATION

1/8" = 1'-0"A 301

1 BUILDING SECTION

1/8" = 1'-0"A 301

2 BUILDING SECTION

3D View

1/2" = 1'-0"A 301

4 WALL SECTION

1 1/2" = 1'-0"A 301

5 WALL DETAIL

.6

9.64

143.39 1

.4

9.34

51.90

. 0

(OVERHEAD DOOR (TYP))

A B C D E

A A A

A A A

AAA

A A ARPSB- 4 , 40"

RPSB- 2 , 40"

RPSB- 2 , 40" , GFCI

RPSB- 3 , 40"

RPSB- 3 , 40"

RPSB- 4 , 40"

RPSB

RPSB- 4 , 40" , GFCI

RPSB- 3 , 40" , GFCI

B

RPSB- 1

B

RPSB- 1

RPSB- 4

, WP , GFCI

RPSB- 3

, WP , GFCI

MOUNT 10'-6"

(TYP TYPE B)

RPSB- 5

, OVERHEAD DOOR

RPSB- 6

, OVERHEAD DOOR

A1

A1

RPSB

EXSITNG POWER PANEL I

IN SHOP MEZZANINE

NEW UNDERGROUND

FEEDER

HH

SYMBOL DESCRIPTION MOUNTING HEIGHTS

RECEPTACLE SYMBOLS

POWER SYMBOLS

LIGHTING SYMBOLS

ST

ELECTRICAL SYMBOLS

DISTRIBUTION PANELBOARD

PANELBOARD

CIRCUIT BREAKER

72" TO TOP

72" TO TOP

DUPLEX RECEPTACLE - WITH GFI

DOUBLE DUPLEX RECEPTACLE

DUPLEX RECEPTACLE - WET LOCATION ENCLOSURE WITH GFIWP

GFI

24"

DUPLEX RECEPTACLE 16"

TIMER SWITCH - SENSOR SWITCH: PTS-720 OR EQUAL

FLUSH IN-GRADE HAND HOLE

40"

RECEPTACLES VARIATIONS - HEIGHT PER ABOVE UNLESS INDICATED ON DRAWINGS:

INDUSTRIAL LIGHT FIXTURE

NOTES:

MOUNT DEVICES AT HEIGHTS INDICATED UNLESS INDICATED

OTHERWISE ON PLANS. HEIGHTS ARE TO BOTTOM OF DEVICE.

WALL MTD. LIGHT FIXTURE

PUSH-BUTTON STATION - 3 HOLE

EXISTING POWER PANEL I

600 AMPS 480/277V 3Ø, 4W

/2

R2B

PANEL

DEMAND:

14A

2 #6, 1 #8 G 1" CONDUIT

PROVIDE EMT IN BUILDING,

PROVIDE PVC IN GRADE

PROVIDE NEW BREAKER

IN EXISTING SQUARE D

PANEL

GROUND

BUS

10' SPACING (TYP)

#3/0 Cu GND (TYP)

10'-0"

GROUND ROD

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GENERAL ELECTRICAL NOTES

ELECTRICAL KEYED NOTES

1 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING

AND PATCHING REQUIRED FOR NEW WORK OR WHERE DEVICES ARE

REMOVED AND NOT REPLACED.

2 ELECTRICAL CONTRACTOR SHALL COORDINATE WITH G SERIES SHEETS

DEVICE COORDINATION DETAIL. DEVICES ARE TO ALIGN VERTICALLY

AND HORIZONTALLY AND FOLLOW THE RULES OF THIS DETAIL

CONSISTENTLY. A PRE-INSTALL DEVICE COORDINATION MEETING FOR

DEVICE FINISHES AND LAYOUT MAY BE REQUIRED IN THE

SPECIFICATION FOR THIS PROJECT.

3 PATCH ALL PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATING.

4 ALL CONDUITS SHALL RUN AS NEAR TO DECK AS PERMITTED BY CODE.

SOME CONDUITS WILL BE EXPOSED AND SHALL BE RUN IN A NEAT

MANNER. MAINTAIN THE SAME SPACING WHEN CONDUITS ARE RUN

TOGETHER.

5 REMOVE CEILINGS AND GRID AS REQUIRED. REPLACE ANY DAMAGED

CEILINGS.

6 ALL CONDUITS SHALL ENTER/EXIT THE BUILDING BELOW GRADE.

PROVIDE TRENCHING AND DIRECTIONAL BORING AS REQUIRED. CUT

AND PATCH AS REQUIRED. NO EXPOSED CONDUIT SHALL BE ALLOWED

ON EXTERIOR OF BUILDING.

7 PROVIDE FINAL CONNECTION TO ALL OWNER/CONTRACTOR PROVIDED

EQUIPMENT. COORDINATE RECEPTACLE SIZES AND TYPE WITH

EQUIPMENT, ADJUST CIRCUIT SIZE AS REQUIRED.

1 CONNECT RECEPTACLE TO LOAD SIDE OF UPSTREAM GFCI

RECEPTACLE.

2 PROVIDE SQAURE D: MPZ15S40F POWERZONE PANEL WITH 60 AMP

MAIN BREAKER. PROVIDE PLYWOOD BACKER BOARD TO MOUNT

PANEL TO.

3 PROVIDE 18"X24" HANDHOLE IN GRADE NEXT TO SIDEWALK. PROVIDE

CONDUIT FOR NEW PANEL RPSB, REFER TO ONE-LINE DIAGRAM.

PROVIED (1) 2" SPARE CONDUIT TO HAND HOLE WITH PULL STRING.

COORDINTE PARKING LOT TRENCHING WITH WATER PIPING PROJECT.

4 PROVIDE NEW 40/2 BREAKER IN IN EXISTING SQAURE D 480 VOLT

DISTRIBUTION PANEL TO FEED NEW PANEL RPSB.

A1 BASE BID: CONNECT OVERHEAD DOOR TO CIRCUIT SHOWN.

COORDINATE FINAL POWER CONNECTION WITH DOOR PROVIDER.

MOUNT AND WIRE DOOR SWITCH AND ELECTRIC EYE(S) AT BOTTOM OF

DOOR. IF ALTERNATE #1 IS ACCEPTED OMIT POWERED OVERHEAD

DOOR WORK, DOOR WILL BE MANUAL.

1/8" = 1'-0"

FIRST FLOOR POWER PLAN

1" = 20'-0"

ELECTRICAL SITE PLAN

NOTES:

TOTAL ESTIMATED DEMAND... 14 A

TOTAL CONNECTED LOAD (A): 14 A

TOTAL ESTIMATED DEMAND: 3450 VA

RECEPTACLE - 2800 VA 100.00% 2800 VA TOTAL CONNECTED LOAD: 3450 VA

LIGHTING - 650 VA 100.00% 650 VA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS

TOTAL AMPS: 17 A 12 A

ADDITIONAL FEED THRU LUGS LOAD (IF APPLICABLE): 0 VA 0 VA

TOTAL LOAD: 2010 VA 1440 VA

23 24

21 22

19 20

17 18

15 SPARE 20 1 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 RECEPTACLE - STORAGE 20 1 500 500 1 20 RECEPTACLE - STORAGE 6

3 RECEPTACLE - STORAGE 20 1 720 720 1 20 RECEPTACLE - STORAGE 4

1 LIGHTING 20 1 650 360 1 20 RECEPTACLE - STORAGE 2

CIRCUIT DESCRIPTION TRIP (A) POLES A B POLES TRIP (A) CIRCUIT DESCRIPTION

ADDED ACCESSORIES: FEED-THRU LUGS... No I.C. RATING: 18 KAIC

LOCATION: STORAGE / FIRST FLOOR AMPS: 60 A MB , ULSE RATED FED FROM:

PANEL: RPSB MOUNTING: SURFACE VOLTAGE: 120/240V, 1PH, 3W

PANELBOARD " RPSB" LOAD SCHEDULE

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION MOUNTING WATTS MANUFACTURER

A INDUSTRIAL STRIP CHAIN 50 VA LITHONIA: # CLX-L48-SEF-WDL-WD-MVOLT-GZ10-40K-80CRI-WH-HC36

B LED WALL PACK WALL 25 VA LITHONIA: # WST-LED-P2-40K-VF-MVOLT-PIH-COLOR

SCALE: NONE

PARTIAL ONE-LINE DIAGRAM

EXIST. POWER PANEL I