Camp Grayling Bldg 8 Drawings - Add 1.pdf

HELIPORT

W I L S O N

H

IL

L

P A R K

IN

G

A R E A

W I L S O N

H

IL

L

P A R K

IN

G

A R E A

PA

PA

PA

PA

PA

PA

PA

PA

W I L S

O N

H

IL

L

R

O A

D

REVIEW STAND

PA

PA

PA

PA

PA

PA

10/05

14"

4"

H

M

A

X-X-XX

MOST RECENT ISSUE DATE

MOST RECENT REVISION NUMBER

FILLED IN SQUARE INDICATES DRAWING

INCLUDED WITH THIS SET

SITE

LOCATION

M A

N

EO

M A

M A

L U

S N

I N

E P

S I

E R

E U

Q I

S

E C

I P

S M

U C

R I

C

M U

N U

S E

U B

I R

U L

P

SH

EE

T

SI

ZE

x

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

PROJECT DIRECTORY PROJECT LOCATION

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

S T

A T

E O

F M

IC

H

IG

A

N

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

D M

V A

P R

O

JE

C T

D

TM

B P

R O

JE

C

T

A R

C H

P R

O

JE

C T

R E

V

IS

IO

N

D E

S C

D

A

TE

D e p a rt m e n t o f

M ili ta ry a n d V e te ra n s A ff a ir s

C H

E C

K E

D

D R

A W

N

P .M

S

H E

E T

ID

E

N

TI

FI

C

A

TI

O N

N O

IS

S U

E D

F O

R D

A

TE

:3 :5

P M

BUILDING 8

CAMP GRAYLING, GRAYLING, MI

D M

V A

C A

M P

G R

A Y

L

IN

G B

U

IL

D

IN

G

COVER SHEET

C A

M P

G R

A Y

L

IN

G

G R

A Y

L

IN

G

M I

G -0

1/

1.

C

A K

0G

R

A ut ho r

C he ck er

PARADIGM DESIGN

ARCHITECT

415 LEONARD STREET NW, SUITE 200

GRAND RAPIDS, MI 49504

PHONE: 616-915-0724

EMAIL: TOCKASKIS@PARADIGMAE.COM

CONTACT: TODD OCKASKIS

MATRIX CONSULTING ENGINEERS

1601 E. CESAR E. CHAVEZ AVE.

LANSING, MI 48906

MECH/PLUMB ENGINEER

PHONE: 517-487-2511

CONTACT: ROSS WOLNIAKOWSKI, P.E.

EMAIL: RWOLNIAKOWSKI@MATRIXCEINC.COM

MATRIX CONSULTING ENGINEERS

1601 E. CESAR E. CHAVEZ AVE.

LANSING, MI 48906

ELECTRICAL ENGINEER

PHONE: 517-487-2511

CONTACT: MASON CORDES, P.E.

EMAIL: MCORDESI@MATRIXCEINC.COM

DCM CONSULTING

41000 WOODWARD AVE.

SUITE 350 EAST

BLOOMFIELD, MI 48304

COST ESTIMATING

PHONE: 248-933-6304

CONTACT: CHRIS TOMA

EMAIL: CHRIS.TOMA@DCMEST.COM

SOILS AND STRUCTURES

6480 GRAND HAVEN RD.

MUSKEGON, MI 49441

GEOTECH ENGINEER

PHONE: 248-568-8841

CONTACT: HANNA BARTON

EMAIL: HBARTON@SOILSANDSTRUCTURES.COM

CLASSIC ENGINEERING

100 CESAR E. CHAVEZ AVE. SW

SUITE 400

GRAND RAPIDS, MI 49503

STRUCTURAL ENGINEER

PHONE: 616-403-1433

CONTACT: KARIN KAPTEYN., P.E.

EMAIL: KKAPTEYN@CLASSICENGINEERING.COM

PARADIGM DESIGN

415 LEONARD ST. N.W. SUITE 200

GRAND RAPIDS, MI 49504

CIVIL ENGINEER

PHONE: 616-785-5656

CONTACT: ANA PELHANK, P.E.

EMAIL: APELHANK@PARADIGMAE.COM

NOT TO SCALE

LOCATION MAP

GENERAL

A1 8-3-26 G-001 COVER SHEET

7-22-26 G-101 CODE DATA & LIFE SAFETY PLAN

CIVIL

7-22-26 C-101 EXISTING / DEMO SITE PLAN

A1 8-3-26 C-102 LAYOUT AND UTILITY SITE PLAN

7-22-26 C-103 GRADING PLAN

7-22-26 C-501 SITE DETAILS

LANDSCAPE

7-22-26 L-101 LANDSCAPE PLAN

ARCHITECTURAL GENERAL INFORMATION

7-22-26 A-001 GENERAL INFORMATION

ARCHITECTURAL

A1 8-3-26 A-101 OVERALL FLOOR PLAN

7-22-26 A-102 BID ALTERNATE PLANS

A1 8-3-26 A-103 PEMB PLAN

7-22-26 A-161 FIRST FLOOR REFLECTED CEILING PLAN

7-22-26 A-201 EXTERIOR ELEVATIONS

7-22-26 A-202 BID ALTERNATE #3 EXTERIOR ELEVATIONS

7-22-26 A-301 BUILDING SECTIONS

A1 8-3-26 A-302 EXTERIOR WALL SECTIONS

A1 8-3-26 A-303 INTERIOR SECTIONS AND DETAILS

7-22-26 A-304 BID ALTERNATE #3 SALT/ SAND STORAGE BUILDING WALL

SECTIONS

STRUCTURAL GENERAL INFORMATION

7-22-26 S-001 STRUCTURAL NOTES

STRUCTURAL

7-22-26 S-101 FOUNDATION PLAN - BLDG 8

7-22-26 S-102 BLDG 8 FRAMING PLANS / SALT STORAGE STRUCTURAL PLANS

7-22-26 S-201 FOUNDATION DETAILS

7-22-26 S-202 FOUNDATION DETAILS

7-22-26 S-301 STRUCTURAL DETAILS

FIRE PROTECTION GENERAL INFORMATION

7-22-26 F-001 FIRE PROTECTION GENERAL INFORMATION

FIRE PROTECTION

7-22-26 F-101 FIRE PROTECTION FLOOR PLAN

PLUMBING GENERAL INFORMATION

7-22-26 P-001 PLUMBING GENERAL INFORMATION

PLUMBING

7-22-26 P-101 PLUMBING BELOW FLOOR PLAN

7-22-26 P-102 PLUMBING FLOOR PLAN

7-22-26 P-401 PLUMBING ENLARGED PLANS

7-22-26 P-601 PLUMBING DETAILS

7-22-26 P-602 PLUMBING SCHEDULES

CLIENT

DEPARTMENT OF MILITARY AND VETERANS AFFAIRS

CAMP GRAYLING, GRAYLING MI

PHONE: 503-351-0830

CONTACT: JON JORGENSEN

EMAIL: JORGENSENJ@MICHIGAN.GOV

MILCON PROGRAMMING MANAGER

DMVA CONSTRUCTION OBSERVATIONS

PHONE: 989-390-0763

CONTACT: MELISSA MEAD

EMAIL: MEADM4@MICHIGAN.GOV

MECHANICAL GENERAL INFORMATION

7-22-26 M-001 MECHANICAL GENERAL INFORMATION

MECHANICAL

7-22-26 M-101 MECHANICAL FLOOR PLAN

7-22-26 M-102 BID ALTERNATE #3 STORAGE BUILDING

7-22-26 M-401 MECHANICAL ENLARGED PLAN

7-22-26 M-601 MECHANICAL DETAILS

7-22-26 M-602 MECHANICAL SCHEDULES

ELECTRICAL GENERAL INFO

A1 8-3-26 E-001 ELECTRICAL GENERAL INFORMATION

ELECTRICAL SITE

A1 8-3-26 ES101 ELECTRICAL SITE PLAN

ELECTRICAL LIGHTING

7-22-26 EL101 ELECTRICAL FLOOR PLAN - LIGHTING

7-22-26 EL102 BID ALTERNATE #2 & #3 STORAGE BUILDING

ELECTRICAL POWER

7-22-26 EP101 ELECTRICAL FLOOR PLAN - POWER

ELECTRICAL

A1 8-3-26 E-501 ELECTRICAL RISER DIAGRAM

7-22-26 E-502 ELECTRICAL SCHEDULES

A1 8-3-26 E-601 ELECTRICAL DETAILS

SHEET INDEX

B

ID

S

C O

N S

T R

U C

T

IO

N

-2

-2

A D

D E

N D

U M

-3 -2

STM

WTR

WTR

WTR

WTR

WTR

WTR WTR WTR WTR

WTR

SANSANSANSANSAN

STM

STM

STM

STM

STM

STM

ST

M

ST

M

STM

STM

STM

STM

STM

STM

STM

ST

M

ST

M

ST

M

ST

M

STM

ST

M

G G

G G

M

G

G

G

G G G

G G

G G

G G

G G

M

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

CO

WTR WTR

WTR

W

TR

W

TR

W

TR

W

TR

W

TR

W

TR

W

TR

W

TR

WTR

WTR

W

TR

W

TR

W

TR

W

TR

W

TR

W

TR

G

G

G

G

G

G

G G

G

G

G

G

G

G G

G G

G

G

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

STM

UG-E

U G

-E U

G -E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E U

G -E

U G

-E U

G -E

U G

-E

UG-E

U G

-E

U G

-E

U G

-E

UG-E

UG-E

UG-E

UG-E

UG-E

U G

-E

UG

-E

UG

-E

U G

-E

U G

-E

UG-EUG-EUG-EUG-EUG-E

UG-E

UG-E

UG-E

UG-E

UG-E

UG-E UG-E

UG

-E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E

UG-E

UG-E

UG-E

UG-E

UG-E

UG-E

CO

CO

CO

CO

G G

G

G

G

STM

STM

STM

COCO

SANSAN

CO

CO

CO

CO

CO

G

G G

0 20' 40'

PARADIGM DESIGN

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2603020 GR

M A

N E O

MA

MA

L U S

N

IN

E P

S

IERE

U Q

IS

E C

I P

S M

U C

R I

C

MUN

U

S E

UB I R U L P

0G R

1/

1.

C

AK

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

ST

A

TE

O

F M

IC

H

IG

A

N D

EP

A

R

TM

EN

T

O F

TE

C

H N

O

LO

G Y

, M A

N A

G

EM

EN

T

A N

D B

U D

G

ET

DM

VA

P

RO

JE

C T

DT

M B P

RO

JE

C T

AR

C H P

RO

JE

C T

RE

VI

SI

ON

D

ES

C

DA

TE

D e p a rt m e n t o f M ili ta ry a n d

V e te ra n s

A ff a ir s

AP

PR

OV

ED

SH

EE

T

C H

EC

KE

D

ID

EN

TI

FI

C

AT

IO

N

NO

DR

AW

N

IS

SU

ED

F

OR

P.

M

DA

TE

D M V A

C A M P

G R A Y

LI

N G

B U

IL

D

IN

G

C A M P

G R A Y

LI

N G G R A Y

LI

N G M I

B

ID

S C

ON

ST

RU

C

TI

ON

T.

O.

C

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

C .N

PROPOSED LEGEND

PROPOSED LANDSCAPE

PROPOSED

LANDSCAPE AREA.

SEE LANDSCAPE PLAN.

HO

W

E

RD

BEAVER CREEK RD

BEAVER CREEK RD

HO

W

E

RD

EXISTING WATERWTR

PROPOSED GRAVEL PARKING AREA

EX. ELECTRICAL BOXES

EX. ELECTRICAL BOXES

BID ALTERNATE 2: CONCRETE

AND ASPHALT

EX. SAN. MANHOLE

CONNECT EX.

SIDEWALK TO

GRAVEL PATH

APROX. 10' x 60' NEW ASPHALT AREA. FIELD

VERIFY EXTENT OF DAMAGED ASPHALT.

SEE DETAIL 1/C-501.

APROX. 15' x 30' NEW ASPHALT AREA. FIELD

VERIFY EXTENT OF GRAVEL AREA. SEE

DETAIL 1/C-501.

ASPHALT TO BE REMOVED. GC TO

VERIFY EXTENT OF REMOVAL TO

BUILD ASPHALT HUMP TO DIRECT

WATER TO EX. TRENCH DRAIN.

EX. TRENCH DRAIN

UNCOVER EXISTING CATCH BASIN.

GRADE BACK ON 1:4 TO EXISTING

GRADE. REPLACE FRAME & GRATE

WITH MDOT 1020 COVER, TYPE 2.

34'

PROPOSED

BUILDING 8SS

F.F. = 1191.90

EX. TRENCH DRAIN

R75'

R50'

R40'

R20'

BID ALTERNATE 2: COLD STORAGE

BUILDING ADDITION

EXISTING BUILDING #7

GENERAL NOTES:

REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONCRETE DOOR STOOPS, AND WALLS.

REFER TO ARCHITECTURAL PLAN FOR DETAILING OF BUILDING AND EXACT BUILDING DIMENSIONS.

REFER TO LANDSCAPE PLAN FOR RESTORATION OF ALL NON PAVED SURFACES.

REFER TO SECTION 311000 OF THE PROJECT MANUAL FOR SITE CLEARING WORK.

REFER TO SECTION 312000 FOR EARTH MOVING.

REFER TO SECTION 315000 OF THE PROJECT MANUAL FOR EXCAVATION SUPPORT AND PROTECTION OF EXISTING

UTILITIES AND STRUCTURES.

REFER TO PROJECT MANUAL FOR SITE "RECORD DRAWING" SUBMITTAL REQUIREMENTS.

IF FILL IS REQUIRED, CONTRACTOR CAN OBTAIN FILL FROM SITE IN AREA 600. REFER TO FILL LOCATION MAP THIS SHEET.

PROVIDE POSITIVE DRAINAGE AT ALL TIMES TO ENSURE NO STANDING WATER WITHIN PAVEMENT, BUILDING PAD, OR

GREEN AREAS.

RESTORE ALL STREETS, SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DITCHES, AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES TO MATCH EXISTING CONDITIONS AT A MINIMUM.

CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS. CONTRACTOR IS REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT NECESSARY DRAWINGS, FEES, ETC. TO THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL

PAY ALL FEES RELATED TO PERMIT(S) AND SECURE PERMIT(S) IN HIS NAME.

CONTRACTOR TO CONTACT MIKE HALCOMB (DMVA) AT (989) 344-6184 AND MISS DIG FOR LOCATING EXISTING

UNDERGROUND UTILITIES.

CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND INSPECTIONS WITH THE PROPER

JURISDICTION AND PAY ALL ASSOCIATED FEES.

THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER, SANITARY SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO CONSTRUCTION. CONTACT ENGINEER WITH ANY

DISCREPANCIES.

REFERENCE SOILS REPORT FOR BORING LOGS AND PREPARATION AND CONSTRUCTION PROCEDURES FOR SUBBASE AND

DESIGN SECTION OF ALL PAVED AREAS.

GENERAL PRIVATE UTILITY NOTES:

PROPOSED PRIVATE UTILITY SERVICE AS SHOWN IS SCHEMATIC ONLY. ACTUAL LOCATION TO BE COORDINATED WITH

INDIVIDUAL UTILITY COMPANY AND APPROVED BY OWNER.

CONTRACTOR SHALL COORDINATE LOCATION OF ALL PRIVATE UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) WITH THE LOCAL UTILITY COMPANIES AND THE MECHANICAL DRAWINGS. COORDINATE ALL PRIVATE UTILITY LOCATIONS WITH ALL

SUB-SURFACE SITE UTILITIES SHOWN ON THIS PLAN.

CONTRACTOR TO PROVIDE TRACER WIRE AND WARNING TAPE ABOVE ALL SITE

UTILITIES. REFER TO ELECTRICAL SHEET FOR EXTENT OF ELECTRICAL UTILITIES

NOT SHOW ON THIS SHEET.

BID ALTERNATE 3: SALT/SAND

STORAGE BUILDING

SITE AND UTILITY

LAYOUT PLAN

EXTEND CONCRETE TO BE

LEVEL WITH FIRST TREAD

OF EXISTING STEPS

EXISTING SANITARY SEWERSAN

EXISTING STORM SEWERSTM

ROUND CATCH BASIN

EXISTING GASG

EX. COMMUNICATION

STRUCTURE TO REMAIN.

CONNECT NEW GAS SERVICE TO

EXISTING GAS MAIN. COORDINATE

FINAL LOCATION AND INSTALLATION

REQUIREMENTS WITH GAS UTILITY.

APPROXIMATE LOCATION OF

EX. SANITARY SEWER STUB.

CONTRACTOR TO FIELD VERIFY

PRIOR TO CONSTRUCTION.

EX. CB REPLACE FRAME & GRATE

WITH MDOT 1020 COVER, TYPE 2.

GENERAL SANITARY SEWER NOTES:

SITE CONTRACTOR TO END SANITARY LATERAL 5' FROM BUILDING WITH A CLEAN-OUT AND TEMPORARY CAP.

COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.

REFER TO SECTION 333100 FOR FACILITY SANITARY SEWERS.

SANITARY SEWER LATERALS AND FITTINGS SHALL BE PVC PER ASTM D3034, SDR26. JOINTS TO BE ELASTOMERIC

SEALS IN ACCORDANCE WITH ASTM F477.

MATERIALS, INSTALLATION, AND TESTING OF SANITARY SEWER SHALL CONFORM TO COUNTY STANDARDS.

ALL SANITARY SEWER WORK SHALL COMPLY WITH THE MICHIGAN PLUMBING CODE, EGLE REQUIREMENTS, LOCAL UTILITY STANDARDS, AND DMVA PROJECT REQUIREMENTS. CONTRACTOR SHALL PROVIDE TESTING DOCUMENTATION INCLUDING LEAKAGE TESTING, DEFLECTION TESTING, AND INSPECTION REPORTS PRIOR TO

ACCEPTANCE.

ALL UTILITY TRENCHING SHALL BE AS PER DETAIL #5/C-501.

GENERAL WATER SERVICE NOTES:

SITE CONTRACTOR TO END WATER & FIRE SERVICES 12" ABOVE FINISHED FLOOR INSIDE BUILDING WITH A TEMPORARY CAP.

COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.

MINIMUM DEPTH OF BURY SHALL BE 5.5'.

MATERIALS, INSTALLATION, AND TESTING OF WATER SERVICE LINES SHALL CONFORM WITH CAMP GRAYLING STANDARDS

AND THE STATE PLUMBING CODE.

WATER MAIN SHALL BE AWWA C900 OR C909 PVC, DR18, EXCEPT AS OTHERWISE REQUIRED BY AHJ.

IRRIGATION WATER SERVICE TO BE SOURCED OFF WATER SERVICE INSIDE BUILDING, COORDINATE WITH LANDSCAPER AND

PLUMBING ENGINEER.

SITE

SOURCE LOCATION OF FILL

FOR BLDG 8 PROJECT

FILL LOCATION MAP

EXISTING GRASS AREA

PROPOSED WATER

PROPOSED SANITARY SEWER

PROPOSED GASG

30' 34'

EXISTING

BUILDING #30

PROPOSED BUILDING 8X

F.F. = 1186.50

±262 L.F. 6" WATER LINE

REFER TO DETAIL 5/C-501.

CONTRACTOR TO PROVIDE 2' WIDE X 2"

RIGID POLYSTYRENE INSULATION

ABOVE PIPE AT DRIVE.

4" WYE

EL: ±1182.78

IE: ±1177.78

30° BEND &

CLEAN OUT

IE: ±1182.50

CLEAN OUT

IE: 1182.45

96 LF 4" SANITARY SEWER @ 4.18%

CONTRACTOR TO PROVIDE 2' WIDE X 2" RIGID

POLYSTYRENE INSULATION ABOVE PIPE AT DRIVE.

EXISTING STORM SYSTEM

EX. CO.

EL: 1182.02

IE: ±1177.02

22'

90 L.F. GAS

SERVICE

PROPOSED 6" WATER LINE CONNECTION TO EXISTING 6" WATER MAIN BY TAPPING

SLEEVE AND VALVE. CONTRACTOR SHALL FIELD VERIFY THE EXISTING WATER

MAIN LOCATION, SIZE, MATERIAL, AND CONDITION PRIOR TO CONSTRUCTION.

MAINTAIN EXISTING WATER SERVICE AND COORDINATE THE TAP AND ANY

REQUIRED SHUTDOWN WITH THE UTILITY OWNER.

139'

76'

170.6'

63'

5'

5'

PARKING BOLLARD (REFER TO DETAIL 4/A-302)

SANITARY CLEAN OUT (REFER TO DETAIL 13/C-501)CO

SEE PLUMBING PLAN

FOR CONTINUATION

39.27'

REFER TO SHEET A-101 FOR

CONCRETE DIMENSIONS

PROPOSED CONCRETE SIDEWALK (REFER TO DETAIL 3/C-501)

PROPOSED HEAVY DUTY BITUMINOUS (REFER TO DETAIL 1/C-501)

PROPOSED LANDSCAPE STONE BED (REFER TO DETAIL 11/C-501)

PROPOSED HEAVY DUTY CONCRETE APRON

(REFER TO DETAIL 2/C-501)

BID ALTERNATE 2: LANDSCAPE

STONE AND BORDER REFER

TO DETAIL 11/C-501

C-501

C-501

C-501

30° BEND &

CLEAN OUT

EL: ±1183.30

IE: ±1177.50

IE IN: 1182.40

30° BEND &

CLEANOUT

IE: 1182.18

73 LF 4" SANITARY

SEWER @ ±6.02%

IE OUT: 1182.23

5'

±5'5'

15 LF 4" SANITARY

SEWER @ 1.00%

DETAILED SANITARY SEWER SERVICE INSET

0 30' 60'

N

SEE PLUMBING PLANS

FOR CONTINUATION

IE: 1182.50

OIL / WATER SEPARATOR

REFER TO DETAIL 11/C-502

5 LF 4" SANITARY SEWER @ 4.18%

SEE PLUMBING PLANS

FOR CONTINUATION

IE: 1182.50

EXISTING END

OF LINE

LANDSCAPE STONE AREA.

REFER TO DETAIL 11/C-501.

SEE INSET BELOW

LANDSCAPE STONE AREA.

REFER TO DETAIL 4/C-501.

PROPOSED GRAVEL PAVEMENT (REFER TO DETAIL 4/C-501)

APPROXIMATELY 70' OF EX.

FOUNDATION

WALL AND FOOTINGS BURIED 2' +-

BELOW EXISTING GRADE TO REMAIN.

DEMO FOUNDATION AS REQUIRED.

APPROXIMATELY 50' OF EX. FOUNDATION

WALL AND FOOTINGS BURIED 2' +- BELOW

EXISTING GRADE TO REMAIN.

DEMO FOUNDATION AS REQUIRED.

6" - 90° BEND

JON W. LEDY

MI - REGISTRATION #6201038734

EXP. DATE 03/12/2028

PROPOSED 6" GATE

VALVE AND VALVE

BOX. LOCATE 5' MIN

TO 10' MAX FROM

BUILDING WALL.

A1

AD

DE

ND

UM

N

O.

PROVIDE VENTING FOR WATER/OIL

SEPARATOR AS REQUIRED BY

PLUMBING CODE

A1

AutoCAD SHX Text www.paradigmae.com

AutoCAD SHX Text Grand Rapids | Phoenix

AutoCAD SHX Text C-102 apelhank Jon's Seal

A-201

A-201

A-201

A-201

C C

D D

B B

A A

1'-6"

3'-4" 5'-8" 18'-0" 18'-6" 18'-0" 18'-0" 18'-0" 3'-0" 3'-4" 6'-8" 18'-0" 12'-0" 18'-0" 12'-0" 18'-0" 12'-0" 18'-0" 7'-8"

'-0

'-0

'-0

11'-6" 3'-4" 5'-8" 18'-0" 18'-6" 18'-0" 76'-0" 3'-4"

1'-6" 2'-0"

6'-0" 6'-0"

6" 1'-2" 17'-10" 21'-0" 15'-0" 31'-0" 32'-0" 1'-0" 27'-0" 32'-0" 30'-0" 30'-0" 1'-2"

11'-0" 7'-0"2'-0"1'-6" 15'-0" 6'-0" 6'-0"

A-301

. .1

A-301

A-301

A-301

3'-4" 4'-0" 4'-8"

COLD

STORAGE104

WORK

BAY

OFFICE

UNISEX

JANITOR

MECHANICAL

STORAGE

STORAGE

2' -8

6'

-4

'-8

3'

-4

9' -4

3'

-4

4' -0

3'

-4

8' -0

3'

-4

1' -4

3'

-4

'-8

"16 '-0

7/ 8"

3' -1

1" 3'

-0

7/

8"

8' -1

/8

7/ 8"

'-5

7/ 8"

'-5

7/ 8"

'-1

99'-8 3/4"

99'-9 3/4"

100'-0"

100'-0"

100'-0"

99'-8 3/4"

1'-6"

100'-0"

B U

IL

D

IN

G

L

IN

E

B U

IL

D

IN

G

L

IN

E

BUILDING LINE

BUILDING LINE

100'-0"

99'-9 3/4"

6' -0

'-8

CRANE RAIL

CRANE RAIL

CRANE RAIL

99'-0"

100'-0"

100'-0"

11'-0" 10'-6"

(4) FLOOR TIE DOWNS

EQUAL TO CHAMP FLOOR

ANCHOR POT 1600 TO

RESIST 10,000 LBS

EXPANDABLE END WALL

PW

WELD TABLE

SHR

LBS

BBS LATHE

WLD

PLZ

MWLD

TWLD

BDP

LDP

5' -7

/8

2'

-6

10"

8" CMU WALL - 3-HR

FIRE BARRIER

6"

'-0

6"

1'-0"

2'-10"

WASH

BAY

'-0

8'-0"

239'-2"

9'-5 5/8"

A-101

A-101

'-0

2'-10"

9'-2" 135'-4" 95'-8" 5'-0"

1' -0

3'

-4

6' -8

3' -6

6'

-6

10'-4" 58'-0"

6' -0

6' -6

9'-0"

2'-10"

5' -0

8" 6'-0"

1'-4"

8'-0"

6' -0

POWER

WASHER

99'-10 1/2"

100'-0"

100'-0" 100'-0"

14'-7"

100'-0"

2'-10"

5' -0

TYP.

2'-0"2'-0"

4' -8

4'

-8

'-0

240'-2"

6"

'-0

6' -8

104H

104G 104F

110A

109A

108A

107A

106A

105A

104A 104B 104C 104D

104E

TYP.

102A

102B

102C

103A

101A 101B 101C

101D

101E

A-303

A-303

TYP.

A -2

-A

A -2

-A A

-2 -A

Z-1-Z

Z-1-Z

Z-1-Z

Z-1-Z

Z-1-Z

A-303

A-303

Z-2-A

Z-2-A

Z-2-A

Z-2-A

E-3-C

C -3

-E

84'-10"

TYP.

Z-4-A

Z-2-A

Z-4-A

TYP

3' -4

8'

-0

3' -4

8'

-0

WALL MOUNTED EYE /

FACE WASH - REFER

TO PLUMBING

BID ALTERNATE #1:

(2) POST LIFT:

CHALLENGER LIFTS E15

OIL

DISPENSER

BID

ALTERNATE #1:

OILSAFE

11W0400

BID

ALTERNATE #1:

COATS

CHD9041

TIRE

MACHINE

SHELF

BID

ALTERNATE #1:

(4) HALLOWELL

F7510-24HG

EDGE OF CONCRETE REFER

TO CIVIL AND STRUCTURAL

EDGE OF CONCRETE REFER

TO CIVIL AND STRUCTURAL

VERIFY WITH

SHOWER

MANUFACTURER

SOAP AND PAPER

TOWEL DISPENSER

AT SINK

SHELF

SHELF SHELF

A

IR

C

O M

P

WALL TYPE KEYNOTES

SHEATHING TYPE

NEW CONSTRUCTION

EXISTING TO REMAIN

THIS NUMBER

CORRESPONDS TO

THE FRAMING TYPE

THIS LETTER

CORRESPONDS TO

THIS SHEATHING

TYPE ON THIS SIDE

OF THE WALL

WALL

THIS LETTER

CORRESPONDS TO

THIS SHEATHING

TYPE ON THIS SIDE

OF THE WALL

A-##-B

A-##-B

MARK

A. 5/8" GYP. BD. FROM FLOOR TO TOP OF WALL.

B. 5/8" MOISTURE RESISTANT GYP. BD. FROM FLOOR TO

CEILING.

C. 5/8" MOISTURE RESISTANT GYP. BD. FROM FLOOR TO

TOP OF WALL.

D. 1/2" DENS-SHIELD

E. 5/8" MOISTURE RESISTANT GYP BD TO 10'-0" A.F.F. MIN

Z. NO SHEATHING.

1. 8" CMU FROM FLOOR TO 9'-4"

2. 3-5/8" MTL. STUD FRAMING FROM FLOOR TO DECK

3. 6" MTL. STUD FRAMING FROM FLOOR TO DECK

4. 3 5/8" MTL STUDS TO 6" ABOVE CEILING

10. 3 1/2" SOUND BATTEN INSULATION

FRAMING TYPESMARK

FLOOR PLAN GENERAL NOTES

NOTENO.

1. DO NOT SCALE DRAWINGS. USE DIMENSIONS SHOWN ON DRAWINGS AND ACTUAL FIELD MEASUREMENTS.

NOTIFY ARCHITECT OF ALL DISCREPANCIES IN WRITING.

2. ALL GENERAL METAL STUD FRAMING WITH SHEATHING ON BOTH SIDE OF STUD ONLY SHALL BE 24" O.C., U.N.O.

3. ALL GENERAL METAL STUD FRAMING AND FURRING WITH SHEATHING ON ONE SIDE OF STUDS ONLY TO BE 16" O.C., U.N.O.

4. PROVIDE SOUND ATTENUATION BATT INSULATION IN ALL STUD WALLS FOR OFFICES, AND TOILET ROOMS.

5. PROVIDE MOISTURE RESISTANT GYP. BOARD AT ALL TOILET ROOM WALLS

6. ALL DIMENSIONS ARE SHOWN TO THE EXTERIOR FACE OF THE STEEL FRAMING UNLESS NOTED OTHERWISE.

7. GENERAL TRADES CONTRACTOR TO PROVIDE FRT SOLID WOOD BLOCKING IN STUD WALLS TO ANCHOR

HANDRAILS, ACCESSORIES, AND HARDWARE.

8. REFER TO ROOM FINISH SCHEDULE FOR FINAL WALL FINISH TO BE APPLIED OVER BASE WALL MATERIALS AS

INDICATED ON THIS PLAN.

9. SEAL ALL WALL PENETRATIONS - SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

10. DOORS ADJACENT TO WALLS BUT NOT DIMENSIONED ARE LOCATED 4" FROM FACE OF ADJACENT WALL.

11. PROVIDE HORIZONTAL METAL CLOSURE AT TOP OF FURRING AT ALL LOCATIONS WHERE SHEATHING IS NOT

INSTALLED TO ROOF DECK TO CLOSE OFF SPACES AT TOP OF FURRING.

12. G.C. SHALL PROVIDE CONSTRUCTION AND INSTALLATIONS THAT COMPLY WITH THE MOST STRINGENT

REQUIREMENTS OF MANUFACTURER'S INSTRUCTIONS AND FINAL SHOP DRAWINGS.

13. ALL WOOD TO BE FIRE RESISTANT TREATED.

UNISEX

SANITARY NAPKIN

DISPOSAL

TOILET PAPER

DISPENSER

1' -3

3'-4"

18"X36" FRAMED

MIRROR

SOAP DISPENSER

PAPER TOWEL

DISPENSER

A-303

LOCKERS AND

BENCH

1' -6

Z-1-Z

B -1

0- B

D -2

-A

A -2

-1 0-

B

B -2

-D

Z-2-B

A-303

F.D.

A-303

A-303

PAINT EXPOSED

STEEL

FRP TO 8'-0" A.F.F.

MOP HOLDER

B -2

-1 0-

B

3'-5 7/8" 3'-11 3/4" 2'-0"

A A

LINE OF CANOPY ABOVE LI

N

E O

F C

A N

O P

Y A

B O

V E

LI

N

E O

F C

A N

O P

Y A

B O

V E

PEMB COLUMN -

REFER TO

STRUCTURAL FOR

FOUNDATION

1' -5

/2

5'

-3

/2

6' -9

O

V E

R A

LL

C

A N

O P

Y A

B O

V E

9'-0" OVERALL CANOPY ABOVE

3'-0"

1'-8" 6'-0" 1'-4"

TYP.

CANOPY

FURNISHED w/

PEMB

3'-0" 3'-0"

M A

N

EO

M A

M A

L U

S N

I N

E P

S I

E R

E U

Q I

S

E C

I P

S M

U C

R I

C

M U

N U

S E

U B

I R

U L

P

SH

EE

T

SI

ZE

x

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

S T

A T

E O

F M

IC

H

IG

A

N

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

D M

V A

P R

O

JE

C T

D

TM

B P

R O

JE

C

T

A R

C H

P R

O

JE

C T

R E

V

IS

IO

N

D E

S C

D

A

TE

D e p a rt m e n t o f

M ili ta ry a n d V e te ra n s A ff a ir s

C H

E C

K E

D

D R

A W

N

P .M

S

H E

E T

ID

E

N

TI

FI

C

A

TI

O N

N O

IS

S U

E D

F O

R D

A

TE

TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:3 :5

A M

D M

V A

C A

M P

G R

A Y

L

IN

G B

U

IL

D

IN

G

OVERALL FLOOR PLAN

C A

M P

G R

A Y

L

IN

G

G R

A Y

L

IN

G

M I

A -1

1/

1.

C

A K

0G

R

A ut ho r

C he ck er

N

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

FLOOR PLAN

NOTE: OMITTED NUMBERS ARE INTENTIONALLY SKIPPED TO REMOVE

NOTES NOT APPLICABLE TO THIS PROJECT.

LEGEND SYMBOL INDICATOR

KEYNOTE LEGEND

1 6" DIA BUMP POST. - REFER TO DETAIL 4/A-302.

2 DIRT CATCHER PIT TYPICAL ALL MAN DOORS. SEE

FOUNDATION PLAN.

3 CONCRETE STOOP - SEE SITE PLAN.

4 DRINKING FOUNTAIN HIGH ONLY. REFER TO PLUMBING

PLAN

5 EQUIPMENT/FURNITURE FURNISHED BY OWNER,

PLACED BY OWNER, CONNECTIONS BY CONTRACTOR

SCALE: 1/4" = 1'-0"A-101

ENLARGED RESTROOM2

SCALE: 1/4" = 1'-0"A-101

ENLARGED CANOPY PLAN3

PER UL

DESIGN V438

PER UL

DESIGN V438

DELEGATED DESIGN:

CONTRACTOR TO PROVIDE

STRUCTURE TO SUPPORT

DSF-1 - REFER TO SHEET M-101

DELEGATED DESIGN:

CONTRACTOR TO

PROVIDE

STRUCTURE TO

SUPPORT POWER

WASH BOOM - REFER

TO SHEET P-102

TYP.

B

ID

S

C O

N S

T R

U C

T

IO

N

-2

-2

A D

D E

N D

U M

-3 -2

A1

C C

D D

B B

A A

INSULATION TRANSITION

12'-0" WALL

PLYWOOD 1 PLYWOOD 1 PLYWOOD 2

W A

LL

L

IN

E

R P

A N

E L

F R

O M

P

LA

T F

O R

M T

O R

O O

F

22GA CEILING LINER PANEL

22 GA WALL LINER PANEL FULL HEIGHT WALL LINER PANEL 0' TO 4'-0"

LI

N

E R

P A

N E

L 0'

T O

'-0

22GA CEILING LINER PANEL

22 GA WALL LINER PANEL FULL HEIGHT WALL LINER PANEL 0' TO 4'-0"

PLYWOOD 1 PLYWOOD 1

HEATED SPACE COLD STORAGE

HEATED SPACE COLD STORAGE

INSULATION TRANSITION

12'-0" WALL

PEMB LEGEND

WALL BASIS OF DESIGN: BUTLER SHADOWALL EX SYSTEM WITH 8" INSULATION R-25 MIN (.48 U-VALUE)

WALL BASIS OF DESIGN: BUTLER SHADOWALL EX SYSTEM WITH 3" INSULATION R-10

ROOF BASIS OF DESIGN: BUTLER MR-24 ROOF PANEL

WITH TBS HIGH PERFORMANCE COMMERCIAL

INSULATION SYSTEM, THERMAL BLOCKS, AND R-19,

R-25 (0.03 U-VALUE) INSULATION

ROOF BASIS OF DESIGN: BUTLER MR-24 ROOF PANEL

WITH TBS HIGH PERFORMANCE COMMERCIAL

INSULATION SYSTEM, THERMAL BLOCKS, AND R-19

INSULATION

3/4" PLYWOOD FROM 4'-0" A.F.F. TO 16'-0" A.F.F.

BETWEEN GIRTS, BEHIND LINER PANEL

3/4" PLYWOOD FROM 4'-0" A.F.F. TO 8'-0" A.F.F.

BETWEEN GIRTS, BEHIND LINER PANEL

PLYWOOD 1

PLYWOOD 2

NOTE:

1. CONTRACTOR TO INSTALL AIR BARRIER THAT IS WRAPPED, SEALED, CAULKED, GASKETED, AND/OR TAPED IN AN

APPROVED MANNER TO BE CONTINUOUS, TYPICAL.

2. FENETRATIONS AND DOOR PRODUCTS TO BE LABELED, OR A SIGNED AND DATED LISTING THE U-FACTOR, SHGC, VT, AND AIR LEAKAGE RATE TO BE PROVIDED FROM THE MANUFACTURER.

M A

N

EO

M A

M A

L U

S N

I N

E P

S I

E R

E U

Q I

S

E C

I P

S M

U C

R I

C

M U

N U

S E

U B

I R

U L

P

SH

EE

T

SI

ZE

x

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

S T

A T

E O

F M

IC

H

IG

A

N

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

D M

V A

P R

O

JE

C T

D

TM

B P

R O

JE

C

T

A R

C H

P R

O

JE

C T

R E

V

IS

IO

N

D E

S C

D

A

TE

D e p a rt m e n t o f

M ili ta ry a n d V e te ra n s A ff a ir s

C H

E C

K E

D

D R

A W

N

P .M

S

H E

E T

ID

E

N

TI

FI

C

A

TI

O N

N O

IS

S U

E D

F O

R D

A

TE

TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:4 :1

A M

D M

V A

C A

M P

G R

A Y

L

IN

G B

U

IL

D

IN

G

PEMB PLAN

C A

M P

G R

A Y

L

IN

G

G R

A Y

L

IN

G

M I

A -1

1/

1.

C

A K

0G

R

A ut ho r

C he ck er

SCALE: 1/8" = 1'-0"A-201

PEMB PLAN1

A-303

B

ID

S

C O

N S

T R

U C

T

IO

N

-2

-2

A D

D E

N D

U M

-3 -2

F. F.

100' - 0"

WALL INSULATION - REFER

TO SHEET A-103

2x4 WOOD STUDS @ 16"

O.C. WOLM SILL PLATE

GALVANIZED BENT

METAL FOR LINER

PANEL ATTACHMENT

1/2" EXPANSION JOINT

CONCRETE SLAB

10 MIL. VAPOR BARRIER

CONCRETE FOOTING -

REFER TO STRUCTURAL

CONCRETE FOUNDATION

WALL - REFER TO STRUCTURAL

4" SPLIT FACE CMU

2" RIGID INSULATION

@ PERIMETER

COMPACTED

GRANULAR FILL

PRE-ENGINEERED METAL

BLDG. GABLE TRIM

ROOF INSULATION -

REFER TO SHEET A-103

A-302

METAL SIDING - REFER TO

EXTERIOR ELEV.

TYP

(2) LAYERS 3 1/2"

BATTEN INSULATION

SELF-ADHERED

RUBBER FLASHING

CAVITY DRAINAGE MESH

(MORTAR NET OR EQUAL)

THROUGH WALL FLASHING

& WEEPS @ 32" OC

A-302

1/2" WOLM. PLYWOOD

SHEATHING

FLUID APPLIED AIR/

MOISTURE BARRIER

NOTE: FENETRATIONS AND DOOR

PRODUCTS TO BE LABELED, OR A SIGNED

AND DATED LISTING THE U-FACTOR,

SHGC, VT, AND AIR LEAKAGE RATE TO BE

PROVIDED FROM THE MANUFACTURER.

CONTRACTOR TO INSTALL

AIR BARRIER THAT IS

WRAPPED, SEALED,

CAULKED, GASKETED,

AND/OR TAPED IN AN

APPROVED MANNER TO BE

CONTINUOUS, TYPICAL

F. F.

100' - 0"

FOUNDATION

97' - 0"

A

WHITE LINER PANEL -

REFER TO SHEET A-103

FOR EXTENT

CANOPY BY PEMB SUPPLIER

SOFFIT COLOR TO MATCH

BUTLER COOL BIRCH WHITE, TYP

PRE-ENGINEERED METAL

BLDG. EAVE FLASHING

STEEL EAVE STRUT - BY

BUILDING SUPPLIER

ROOF INSULATION -

REFER TO SHEET A-103

LINER PANEL &

PLYWOOD BACKING.

REFER TO SHEET

A-103

A-302

TYP

TRENCH DRAIN - REFER TO PLUMBING

A-302

INSULATE

PERIMETER OF

O.H. DOOR FRAME

108'-8"

WALL INSULATION - REFER

TO SHEET A-103

NOTE: FENETRATIONS AND DOOR

PRODUCTS TO BE LABELED, OR A SIGNED

AND DATED LISTING THE U-FACTOR,

SHGC, VT, AND AIR LEAKAGE RATE TO BE

PROVIDED FROM THE MANUFACTURER.

CONTRACTOR TO INSTALL

AIR BARRIER THAT IS

WRAPPED, SEALED,

CAULKED, GASKETED,

AND/OR TAPED IN AN

APPROVED MANNER TO BE

CONTINUOUS, TYPICAL

F. F.

100' - 0"

FOUNDATION

97' - 0"

D

PRE-ENGINEERED METAL

BLDG. EAVE FLASHING

STEEL EAVE STRUT - BY

BUILDING SUPPLIER

ROOF INSULATION -

REFER TO SHEET A-103

WHITE LINER

PANEL - REFER TO

SHEET A-103 FOR

EXTENT

6" 4"

LINEAR PANEL &

PLYWOOD BACKING.

REFER TO SHEET A-103

FOR EXTENT

4" SPLIT FACE CMU

CONCRETE FOOTING -

REFER TO STRUCTURAL

CONCRETE SLAB

1/2" EXPANSION JOINT

10 MIL. VAPOR BARRIER

GALVANIZED BENT METAL FOR

LINER PANEL ATTACHMENT

CONCRETE FOUNDATION WALL -

REFER TO STRUCTURAL

2" RIGID INSULATION @ PERIMETER

COMPACTED GRANULAR INFILL

1/2" WOLM. PLYWOOD

SHEATHING

FLUID APPLIED AIR/

MOISTURE BARRIER

(2) LAYER 3 1/2"

BATTEN INSULATION

2x4 WOOD STUDS @ 16"

OC, WOLM SILL PLATE

A-302

A-302

SELF-ADHERED

RUBBER FLASHING

CAVITY DRAINAGE MESH

(MORTAR NET OR

EQUAL)

THROUGH WALL FLASHING

& WEEPS @ 32" OC

WALL INSULATION - REFER

TO SHEET A-103

CONTRACTOR TO INSTALL

AIR BARRIER THAT IS

WRAPPED, SEALED,

CAULKED, GASKETED,

AND/OR TAPED IN AN

APPROVED MANNER TO BE

CONTINUOUS, TYPICAL

3' -0

6"

2'-0" DIA.

6" CONCRETE FILLED STEEL PIPE

PAINT - (1) COAT RUST PREVENTIVE

AND PROVIDE SMOOTH YELLOW

BOLLARD SLEEVE WITH ROUND TOP

AND SEALANT AT CONCRETE.

CONCRETE SLAB -

REFER TO PLAN

POURED CONC.

FOOTING

2 3/4" INSULATED TRANSLUCENT

FIBERGLASS SANDWICH PANEL

TRANSLUCENT FIBERGLASS

SANDWICH PANEL SILL

FLASHING W/ CONTINUOUS

WALL CUP

M

IN

2"

1 1/2" EXTERIOR PEMB WALL

PANEL

DRIP EDGE FLASHING WITH

REAR LEG AND END DAMS

8" GIRT

PEMB TRIM

TRANSLUCENT FIBERGLASS

SANDWICH PANEL HEAD

FLASHING W/ CONTINUOUS

WALL CUP

PAINT EXPOSED STEEL TYP.

PAINT EXPOSED STEEL TYP.

DRIP EDGE

20'-0" MAX HANGER SPACING

C

LE

A R

M

IN

. 6

MIN. 1'-0"

METAL BUILDING RAFTER

CONNECTION BY MTL. BLDG. SUPPLIER

SUPPORT BEAMS BETWEEN RAFTERS.

BEAMS BY MTL. BLDG. SUPPLIER

HANGER POST BY CRANE MFG.

CRANE RUNWAY BEAM

122'-6"

125'-6"

D

PEMB WALL PANEL

PEMB SILL TRIM

CONT. FLASHING

PEMB GIRT

LINER PANEL

2x4 WOOD STUDS

@ 16" OC

1/2" PLYWOOD

SHEATHING

4" SPLIT FACE CMU

SMOOTH FACE CMU CAP -

REFER TO DETAIL 9/A-303

WATER/ AIR BARRIER

2 1/2" Z FURRING

T.O.BLOCK

104'-0"

M A

N

EO

M A

M A

L U

S N

I N

E P

S I

E R

E U

Q I

S

E C

I P

S M

U C

R I

C

M U

N U

S E

U B

I R

U L

P

SH

EE

T

SI

ZE

x

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

S T

A T

E O

F M

IC

H

IG

A

N

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

D M

V A

P R

O

JE

C T

D

TM

B P

R O

JE

C

T

A R

C H

P R

O

JE

C T

R E

V

IS

IO

N

D E

S C

D

A

TE

D e p a rt m e n t o f

M ili ta ry a n d V e te ra n s A ff a ir s

C H

E C

K E

D

D R

A W

N

P .M

S

H E

E T

ID

E

N

TI

FI

C

A

TI

O N

N O

IS

S U

E D

F O

R D

A

TE

TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:5 :3

A M

D M

V A

C A

M P

G R

A Y

L

IN

G B

U

IL

D

IN

G

EXTERIOR WALL SECTIONS

C A

M P

G R

A Y

L

IN

G

G R

A Y

L

IN

G

M I

A -3

1/

1.

C

A K

0G

R

A ut ho r

C he ck er

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

WALL SECTION1

A-301 SCALE: 1/2" = 1'-0"A-102

WALL SECTION3

A-301SCALE: 1/2" = 1'-0"A-102

WALL SECTION2

A-301

SCALE: 1/2" = 1'-0"

BUMP POST @CONCRETE SLAB4

A-102 A-101

SCALE: 1 1/2" = 1'-0"A-302

TRANSLUCENT PANEL DETAIL5

SCALE: 1/2" = 1'-0"A-302

UNDERHUNG CRANE SUPPORT SYSTEM6

SUPPORT BEAM BETWEEN

RAFTERS BY PEMB SUPPLIER

HANGER POST & CRANE

RUNWAY BEAM BY

CRANE MANUFACTURER

SCALE: 1 1/2" = 1'-0"A-302

CAP DETAIL7

A-302

B

ID

S

C O

N S

T R

U C

T

IO

N

-2

-2

A D

D E

N D

U M

-3 -2

A1

A1

A1

F. F.

100' - 0"

7 8

8" CMU TO BOTTOM OF

BEAMS - PROVIDE INTEGRAL

WATER REPELLENT

PRE-ENGINEERED METAL

BLDG. GABLE TRIM

ROOF

INSULATION

WALL INSULATION

METAL PANEL

COUNTER FLASHING

ROOF INSULATION -

REFER TO SHEET A-103

1/2" EXPANSION JOINT

CONCRETE SLAB - REFER TO STRUCTURAL

FOOTING - REFER TO

STRUCTURAL

REFER TO STRUCTURAL FOR TOP

OF WALL BRACING, CUT MASONRY

TO FOLLOW PEMB FRAME

CONTRACTOR TO INSTALL AIR

BARRIER THAT IS WRAPPED, SEALED,

CAULKED, GASKETED, AND/OR TAPED

IN AN APPROVED MANNER TO BE

CONTINUOUS, TYPICAL

F. F.

100' - 0"

5/8" FRT PLYWOOD TO 12'-0" A.F.F.

AND 5/8" MOISTURE RESISTANT

GYP BD. FROM 12'-0" TO ROOF

6" MTL STUD @ 24" O.C. w/ 6"

BATTEN INSULATION

A-303

8" CMU - 3 HR FIRE BARRIER PER

UL U907

ROOF INSULATION - REFER TO SHEET A-103

1/2" EXPANSION JOINT

CONCRETE SLAB

CONCRETE SLAB

FOOTING - REFER TO

STRUCTURAL

LIQUID APPLIED AIR MOISTURE

BARRIER

4 PCF MINERAL WOOL

BATT INSULATION AT

ROOF & PERLINS

ROOF DECK

1/2" THICK TREMO FYRE-

SIL EACH SIDE & AROUND

EACH ROOF PERLIN

8" CMU CUT TO FOLLOW

SLOPE OF ROOF - 3HR

FIRE BARRIER (UL 907)

ANGLES ATTACHED TO

PERLINS. REFER TO

STRUCTURAL

2" m ax

DEFLECTION TRACK

CONSTRUCT WALL BETWEEN

GIRTS PER UL DESIGN V438

3 1/2" INSULATION

3 LAYERS 5/8" GYP BD EACH SIDE

PROVIDE FIRE CAULK, TYP AT PERIMETER

B

SLOPING HOOD

SHELF

REFER TO FLOOR PLAN

FOR WALL CONSTRUCTION

3/4" PLYWOOD FOR LOCKER

ATTACHMENT, TYP LENGTH

OF LOCKERS

3 5/8" METAL STUDS @ 12" O.C.

FOR LOCKER SUPPORT; TYP

FOR LENGTH OF LOCKERS

ADHERE WALL FRP TO 3/4"

WATER RESISTANT PLYWOOD

ATTACHED TO METAL STUDS,

TYP.

SEALANT

1 1/2" THICK HDPE BENCH

W/ HDPE SUPPORT; COLOR

SELECTED BY DMVA 1'

-1 0"

1'-0"

5' -0

8' -0

FRP PANEL

GYP. BD.

1/2" DENSHIELD

STAGGER STUD

FOR WIDE WALLS

SHOWER ENCLOSURE

6"

CONC.

GROUT UNDER

ENCLOSURE

SHOWER ENCLOSURE

SEALANT BOTH SIDES

FRP PANEL

1/2" DENSHIELD

SEALANT

SHOWER ENCLOSURE

GYP. BD. CEILING

DEFLECTION TRACK

ROOF DECK

WALL

CONSTRUCTION,

SEE FLOOR PLAN

2"

5 3/8"

3 3/4" 1 5/8"

4" SMOOTH CMU

5/

8"

M A

N

EO

M A

M A

L U

S N

I N

E P

S I

E R

E U

Q I

S

E C

I P

S M

U C

R I

C

M U

N U

S E

U B

I R

U L

P

SH

EE

T

SI

ZE

x

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

S T

A T

E O

F M

IC

H

IG

A

N

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

D M

V A

P R

O

JE

C T

D

TM

B P

R O

JE

C

T

A R

C H

P R

O

JE

C T

R E

V

IS

IO

N

D E

S C

D

A

TE

D e p a rt m e n t o f

M ili ta ry a n d V e te ra n s A ff a ir s

C H

E C

K E

D

D R

A W

N

P .M

S

H E

E T

ID

E

N

TI

FI

C

A

TI

O N

N O

IS

S U

E D

F O

R D

A

TE

TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:5 :4

A M

D M

V A

C A

M P

G R

A Y

L

IN

G B

U

IL

D

IN

G

INTERIOR SECTIONS AND DETAILS

C A

M P

G R

A Y

L

IN

G

G R

A Y

L

IN

G

M I

A -3

1/

1.

C

A K

0G

R

A ut ho r

C he ck er

SCALE: 1/2" = 1'-0"A-101

WALL SECTION1

A-301 SCALE: 1/2" = 1'-0"A-101

WALL SECTION2

A-301

SCALE: 1" = 1'-0"A-303

WALL DETAIL3

A-303

SCALE: 1" = 1'-0"A-101

END WALL DETAIL - UL DESIGN V 4384

SCALE: 1/2" = 1'-0"--- -

LOCKER & BENCH DETAIL5

A-101

SCALE: 3" = 1'-0"A-101

SHOWER ENCLOSURE WALL6

SCALE: 3" = 1'-0"A-101

SHOWER ENCLOSURE FLOOR7

SCALE: 3" = 1'-0"A-101

TOP OF SHOWER ENCLOSURE8

SCALE: 3" = 1'-0"

CMU PROFILE9

A-201

SCALE: 1" = 1'-0"A-303

UL DESIGN V43810

SCALE: 1" = 1'-0"A-303

UL DESIGN U90711

Design No. V438 Non-loadbearing Steel Stud Partition - 3 HR

B

ID

S

C O

N S

T R

U C

T

IO

N

-2

-2

A D

D E

N D

U M

-3 -2

DOOR & WINDOW GENERAL NOTES

A. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL

BE GALVANIZED STEEL

B. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL

BE INSULATED

C. HOLLOW METAL DOOR FRAMES SHALL BE FULL-PROFILE

WELDED

D. EXTERIOR FENETRATIONS AND DOOR PRODUCTS TO BE

LABELED, OR A SIGNED AND DATED LISTING THE U-

FACTOR, SHGC, VT, AND AIR LEAKAGE RATE TO BE

PROVIDED FROM THE MANUFACTURER.

NOTENO.

GLASS SCHEDULE

GL-1 1" INSULATED CLEAR GLASS

= TEMPERED GLASS

DESCRIPTIONTYPE

T

DOOR SCHEDULE LEGEND

DESCRIPTIONTYPE

BF BI-FOLD FLUSH

F FLUSH

FD FLEXIBLE DOUBLE ACTING

FDV FLEXIBLE DOUBLE ACTING WITH VISION LITE

FG FULL GLASS

FG2 FULL GLASS - (2) LITES

FL FLUSH WITH LOUVER

FL2 FLUSH WITH FULL LOUVER

FNV FLUSH NARROW VISION

FV FLUSH VISION

HG HALF GLASS

HGL HALF GLASS WITH LOUVER

ID IMPACT DOUBLE ACTING WITH VISION LITE

NF FULL NARROW LITE

OF1 OVERHEAD STANDARD TRACK

OH OVERHEAD

OHV OVERHEAD WITH VISION LITE

OHC OVERHEAD COILING

DESCRIPTIONMATERIAL

AL ALUMINUM

HM HOLLOW METAL

HMI HOLLOW METAL - INSULATED

WSC WOOD - SOLID CORE

WHC WOOD - HOLLOW CORE

WD WOOD

WT WOOD - PRESSURE TREATED

ST STEEL

GLAS GLASS

GLAST GLASS - TINTED

GLASC GLASS - CLEAR

DESCRIPTIONFINISH

PREFIN PRE-FINISHED

PT PAINT

STAIN STAIN

HDPE HIGH DENSITY POLYEHYLENE

PL PLASTIC LAMINATE

SS STAINLESS STEEL

EX EXISTING

FLUSH FLUSH W/

VISION GLASS

OVERHEAD

F FV OH1

3' -0

8"

6" 2'-0" 6"

T

GL-1

FLUSH

NARROW LITE

FNV

GL-1

T

1'-10" 7" 7"

8" 2'

-9

2" S

E E

S C

H E

D U

LE

D O

O R

S

IZ

E

2"

SEE SCHED.

DOOR SIZE 2"

HM1

2" GWB HOLLOW METAL

FRAME HEAD

4" S

E E

S C

H E

D U

LE

D O

O R

S

IZ

E

2"

SEE SCHED.

DOOR SIZE 2"

HM2

4" MASONRY HOLLOW

METAL FRAME HEAD

METAL WALL

PANEL

INSULATION

HEAD

JAMB

STEEL GIRT - PRE-

ENGINEERED METAL

BUILDING

METAL TRIM / DRIP

EDGE - PRE-ENGINEERED

METAL BUILDING

SEALANT - ENTIRE

PERIMETER

METAL PANEL CLOSURE

DOOR REFER TO SCHEDULE

HOLLOW METAL FRAME -

SEE SCHEDULE

SPLIT FACE CMUMETAL WALL

PANEL

INSULATION

STEEL GIRT - PRE-

ENGINEERED METAL

BUILDING

SEALANT - ENTIRE

PERIMETER

DOOR REFER TO SCHEDULE

HOLLOW METAL FRAME -

SEE SCHEDULE

SEALANT - ENTIRE

PERIMETER

DOOR REFER TO SCHEDULE

HOLLOW METAL FRAME -

SEE SCHEDULE

STEEL ANGLE

WOOD STUD

INSULATION

JAMB

PACK WITH

INSULATION

PACK WITH

INSULATION

LINER PANEL

SPLIT FACE CMU

WALL CONSTRUCTION -

REFER TO SECTION

JAMB

OVERHEAD ROOF

LINE TRACK

OVERHEAD DOOR

TRACK

OVERHEAD DOOR

STEEL GIRT

HEAD

JAMB

THRESHOLD

OVERHEAD DOOR

AND TRACK

CONCRETE SLAB AND

FOUNDATION WALL -

REFER TO STRUCTURAL

1/2" EXPANSION JOINT

MATERIAL

JAMB OF DOOR

OPENING BEYOND

CONCRETE SLAB -

REFER TO STRUCTURAL

L2x2x1/4" GALVANIZED

STEEL ANGLE WITH

HOOKED ANCHOR

BOLTS AT 2'-0" O.C.

2" EXTRUDED POLYSTYRENE

RIGID INSULATION - EXTEND TO

2'-0" BELOW CONCRETE SLAB

SLOPE

1/ 4"

EXTERIOR INTERIOR

METAL WALL

PANEL

METAL TRIM / DRIP

EDGE - PRE-ENGINEERED

METAL BUILDING

METAL PANEL CLOSURE

OVERHEAD DOOR

TRACK

OVERHEAD DOOR

PACK WITH

INSULATION

PACK WITH

INSULATION

2"

FINISH KEY

FLOORS

51 PENETRATING LIQUID CURING AND SEALING FLOOR

TREATMENT - SEALANT IN ALL CONTROL JOINTS

52 PENETRATING LIQUID SALT GUARD TREATMENT

BASES

65 4" COVED VINYL BASE EQUAL TO JOHNSONITE, COLOR:

PEPPERCORN

WALLS

72 PAINT - COLOR TO MATCH SHERWIN WILLIAMS SW7004

SNOWBOUND

73 PAINT STEEL WHITE TO MATCH LINER PANELS, PAINT

COMPRESSED AIR LINES GREEN

74 PLASTIC FRP PANELS

75 WHITE LINER PANEL

NOTE: MATERIAL COLORS SELECTED BY DMVA FROM

MANUFACTURER'S STANDARD COLORS

DESCRIPTIONTYPE

CMU

LINTEL - REFER TO STRUCTURAL

SEALANT - ENTIRE PERIMETER

4"x 5 3/4" H.M. HEAD SECTION

DOOR - REFER TO

SCHEDULE

HEAD

SEALANT - ENTIRE

PERIMETER

DOOR - REFER TO

SCHEDULE

H.M. JAMB SECTION WITH

(3) ANCHORS PER JAMB

SEALANT - ENTIRE PERIMETER

CMU

SEALANT - ENTIRE

PERIMETER

JAMB

LINTEL -

REFER TO

STRUCTURAL

SEALANT - ENTIRE

PERIMETER

4"x 5 3/4" H.M.

HEAD SECTION

DOOR - REFER TO

SCHEDULE

HEAD

SEALANT - ENTIRE

PERIMETER

DOOR - REFER TO

SCHEDULE

H.M. JAMB SECTION

WITH (3) ANCHORS

PER JAMB

SEALANT - ENTIRE

PERIMETER

CMU

SEALANT - ENTIRE

PERIMETER

JAMB

WALL

CONSTRUCTION -

REFER TO FLOOR

PLAN & DETAILS

HEAD

JAMB

DOOR - REFER TO

SCHEDULE

WALL REFER TO FLOOR PLAN

2x WOOD STUD

HOLLOW METAL FRAME

DOOR - REFER TO

SCHEDULE

WALL REFER TO

FLOOR PLAN

2x WOOD STUD

HOLLOW METAL FRAME

SECTION WITH (3)

ANCHORS PER JAMB

M A

N

EO

M A

M A

L U

S N

I N

E P

S I

E R

E U

Q I

S

E C

I P

S M

U C

R I

C

M U

N U

S E

U B

I R

U L

P

SH

EE

T

SI

ZE

x

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

S T

A T

E O

F M

IC

H

IG

A

N

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

D M

V A

P R

O

JE

C T

D

TM

B P

R O

JE

C

T

A R

C H

P R

O

JE

C T

R E

V

IS

IO

N

D E

S C

D

A

TE

D e p a rt m e n t o f

M ili ta ry a n d V e te ra n s A ff a ir s

C H

E C

K E

D

D R

A W

N

P .M

S

H E

E T

ID

E

N

TI

FI

C

A

TI

O N

N O

IS

S U

E D

F O

R D

A

TE

TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:3 :0

A M

D M

V A

C A

M P

G R

A Y

L

IN

G B

U

IL

D

IN

G

DOOR SCHEDULE AND DOOR DETAILS

C A

M P

G R

A Y

L

IN

G

G R

A Y

L

IN

G

M I

A -6

1/

1.

C

A K

0G

R

A ut ho r

C he ck er

DOOR TYPES

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

HOLLOW METAL DOOR FRAME TYPES

DOOR SCHEDULE

NUMBER ROOM NAME

DOOR FRAME FIRE

LABE

L REMARKS# OF PANELS WIDTH HEIGHT THICKNESS TYPE MAT. FINISH TYPE DETAIL

101A COLD STORAGE OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

101B COLD STORAGE OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

101C COLD STORAGE OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

101D COLD STORAGE SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" FNV MTL PAINT HM1 3/A-601

101E COLD STORAGE SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM1 3/A-601

102A WASH BAY SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM2 1/A-601

102B WASH BAY OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

102C WASH BAY SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM2 2/A-601 3-HR

103A POWER WASHER DOUBLE 6' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM1 5/A-601

104A WORK BAY SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" FNV MTL PAINT HM1 3/A-601

104B WORK BAY OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

104C WORK BAY OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

104D WORK BAY OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

104E WORK BAY SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" FNV MTL PAINT HM1 3/A-601

104F WORK BAY OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

104G WORK BAY OVERHEAD 18' - 0" 16' - 0" 0' - 2" OH1 MTL PREFIN OF1 4/A-601

104H WORK BAY SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" FNV MTL PAINT HM1 3/A-601

105A OFFICE SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM2 1/A-601

106A UNISEX SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM2 1/A-601

107A JANITOR SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM2 1/A-601

108A MECHANICAL SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM2 1/A-601

109A STORAGE SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM2 1/A-601

110A STORAGE DOUBLE 6' - 0" 7' - 0" 0' - 1 3/4" F MTL PAINT HM1 1/A-601

SCALE: 1 1/2" = 1'-0"A-601

DOOR DETAIL3

SCALE: 1 1/2" = 1'-0"A-601

OVERHEAD DOOR DETAIL4

ROOM FINISH SCHEDULE

N U

M B

E R

ROOM NAME

FLOORS WALL FINISH

REMARKSF

IN

IS

H

B A

S E

N O

R T

H

E A

S T

S O

U T

H

W E

S T

001 SALT STORAGE 52 - - - - -

002 SAND STORAGE 52 - - - - -

101 COLD STORAGE 51 - 73/75 73/75 72 73/75 2

102 WASH BAY 51 65 72 75 72 75 3

103 POWER WASHER 51 65 72 72 72 75 3

104 WORK BAY 51 - 72/73 73/75 72/73/75 73/75 *SOUTH WALL PAINT CMU, LINER PANEL ON PEMB

105 OFFICE 51 65 72 75 72 72

106 UNISEX 51 65 74 74 74 74

107 JANITOR 51 65 72 72 72 72

108 MECHANICAL 51 65 72 72 72 72 3

109 STORAGE 51 65 72 72 72 72 3

110 STORAGE 51 65 72 72 72 75 3

NOTES:

1. PROVIDE DTM ACRYLIC PAINT, SATIN FINISH ON ALL HOLLOW METAL DOORS AND FRAMES.

COLOR TO MATCH SHERWIN WILLIAMS SW7047 PORPOISE

2. REFER TO SHEET A-103 FOR EXTENT OF LINER PANEL

3. VINYL BASE ON GYP BD WALLS ONLY

SCALE: 1 1/2" = 1'-0"A-601

DOOR DETAIL1

SCALE: 1 1/2" = 1'-0"A-601

DOOR DETAIL2

SCALE: 1 1/2" = 1'-0"A-601

DOOR DETAIL5

B

ID

S

C O

N S

T R

U C

T

IO

N

-2

-2

A D

D E

N D

U M

-3 -2

TS

FS

DC

AV

V

A

V

J

SD

DOOR CONTROLS, COORDINATE WITH SECURITY, AUTO AND MANUAL CONTROLS

FR

J

FD

F

HD

DD

OS OS

PC

OS

DO ADA DOOR CONTROL OPENER, COORDINATE WITH DOOR REQUIREMENTS

SPEAKER FOR PA SYSTEM.S

1LN1-1

BRANCH CIRCUIT HOMERUN. PROVIDE PHASE, NEUTRAL AND GROUND

CONDUCTORS FOR EACH INDICATED CIRCUIT OR MULTI WIRE BRANCH

AS REQUIRED. PROVIDE SWITCH LEGS FOR SWITCH CIRCUITING AS

REQUIRED. PROVIDE EQUIPMENT GROUND WIRE IN ALL BRANCH CIRCUIT

RACEWAYS/CIRCUITS. PROVIDE SEPARATE ISOLATED GROUND WIRE TO

ALL ISOLATED GROUND DEVICES.

PANEL NAME

POLE NUMBERS

B

CIRCUIT DESIGNATIONS

LIGHTING

EXISTING ELECTRICAL ITEM TO BE REMOVED, UON.

EXISTING ELECTRICAL ITEM TO REMAIN

EXISTING ELECTRICAL ITEM TO BE REMOVED AND PROVIDED WITH A

BLANK COVERPLATE

EXISTING ELECTRICAL CIRCUIT TO BE REMOVED SHOWN ONLY WHERE

CLARIFICATION BETWEEN EXISTING TO REMAIN AND REMOVED ITEMS IS

REQUIRED

SIZE

CONDUIT

MAX QUANTITY OF

CONDUCTORS PER CONDUIT

CONDUCTOR SIZE

12 10 8

1 INCH 9 TO 13 7 TO 11 4 TO 5

CONDUIT RISER UP

CONDUIT RISER DOWN

INDICATES CIRCUIT CONTINUATION

STUB INTO ACCESSIBLE CORRIDOR CEILING SPACE UNLESS OTHERWISE NOTED

CONDUIT SEAL FITTING FOR HAZARDOUS AREAS

CONDUIT SLEEVE

CAP END OF CONDUIT

CABLE OR CORD CONNECTED

GENERAL NOTES

NOTE A: OUTLETS IN FINISHED OR SHELL SPACES SHALL BE MOUNTED AT +18" UON.

NOTE B: OUTLETS LOCATED AT COUNTERS SHALL BE LOCATED 18"AFF IN KNEE SPACE IF

PROVIDED OR 4" ABOVE COUNTER OR BACK SPLASH AS APPLICABLE IF NO KNEE SPACE IS

PROVIDED UON.

NOTE C: WHERE ASTERISK (*) IS INDICATED NEXT TO OUTLET AT WORK

COUNTER, OUTLET SHALL BE LOCATED ABOVE COUNTER RATHER THAN IN KNEE

SPACE.

STANDARD TELECOMMUNICATIONS OUTLET - PROVIDE EXTRA DEEP DOUBLE GANG BOX

WITH SINGLE GANG MUD RING AND (1) 1" CONDUIT TO ABOVE FINISHED CEILING, MOUNTED

AT 18" AFF, UON. PROVIDE PLASTIC BUSHING AT THE ENDS OF THE CONDUITS. PROVIDE

DOUBLE DATA OUTLET IN OFFICE IN THE SAME JUNCTION BOX. CONTRACTOR IS

RESPONSIBLE FOR ALL CABLING, TERMINATIONS AND TESTING.

THE FOLLOWING SUBSCRIPTS ARE USED TO INDICATE THE

VARIOUS (NON-STANDARD) TYPES OF OUTLETS

B BLANK (ROUGH-IN TO ACCESSABLE CEILING SPACE) WITH BLANK COVERPLATE

F FIBER

AMPERES

AMP FUSE OR AMP FRAME

AVAILABLE FAULT CURRENT (SYMMETRICAL)

ABOVE FINISHED FLOOR

AMPERE INTERRUPTING CAPACITY

ASYMMETRICAL

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AMERICAN WIRE GAUGE

CONDUIT

CAPACITY OR CAPACITOR

COMMUNITY ANTENNA TELEVISION

CIRCUIT BREAKER

CLOSED CIRCUIT TELEVISION

CIRCUIT

CONDUIT ONLY

CONNECT OR CONNECTION

COPPER

DISCONNECT

DOUBLE POLE SINGLE THROW

ELECTRIC WATER COOLER (COORDINATE ACCESSIBILITY OF GFCI)

ELECTRIC OR ELECTRICAL

ELEVATION OR ELEVATOR

EMERGENCY

ELECTRICAL METAL TUBING

FIXTURE

FULL LOAD AMPERES

FLUORESCENTFLUOR.

FLA

FIXT.

EMT

EMERG, EM

ELEV

ELEC

EWC

DPST

DISC.

CU

CONN.

C.O.

CKT ,CCT

CCTV

CB

CATV

CAP.

C

AWG

ATS

AT

ASYM.

AIC.

A.F.F.

AFC

AF

A, AMP

AMMETERAM.

EC ELECTRICAL CONTRACTOR

HIGH INTENSITY DISCHARGE

HAND-OFF-AUTO

HORSEPOWER

HIGH PRESSURE SODIUM

HERTZ

INTERMEDIATE METAL CONDUIT

ISOLATED GROUND

INCANDESCENT

KILOVOLT AMPERES

KILOWATT

KILOWATT HOUR

LIGHTING

LOW VOLTAGE

MASTER ANTENNA TELEVISION

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MANHOLE, METAL HALIDE OR MOUNTING HEIGHT

MAIN LUGS ONLY

NORMALLY CLOSED

NON FUSIBLE

NORMALLY OPEN

NOT TO SCALE

OVERLOADS

POLE

PULLBOX

PHASE

PANEL

PAIR

POWER

RECEPTACLE

RIGID GALVANIZED STEELRGS

REC

PWR.

PR

PNL

PB

P

OL

NTS

N.O.

NF

N.C.

MLO

MH

MCC

MCB

MATV

LV

LTG

KWH

KW

KVA

KAIC

INCAND.

I.G.

IMC

HZ.

HPS

HP

HOA

HID

GRC,GCR

GFCI

GFI

GALVANIZED RIGID CONDUIT

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT INTERRUPTER

GROUND

JUNCTION BOXJB

NATIONAL ELECTRICAL CODEN.E.C.

N.I.C. NOT IN CONTRACT

POLYVINYL CHLORIDEPVC

GRD,GND,G

THOUSAND AMPERE INTERRUPTING CAPACITY

TELEPHONE

TRANSFORMER

TELEPHONE TERMINAL BACKBOARD

TELEVISION

TYPICAL

UNDERGROUND

UNLESS OTHERWISE NOTED

VOLT

VOLT AMPERES

VOLTAGE DROP

VOLT METER

WATTS OR WIRE

WITH

WITHOUT

WEATHERPROOFWP

W/O W/ W

VM

VD

VA

V

UON

UG

TYP

TV

TTB

XFMR

TEL

SOL

SPDT

SPKR

SPST

SOLENOID

SINGLE POLE DOUBLE THROW

SPEAKER

SINGLE POLE SINGLE THROW

SW.

SWBD

SYM

SWITCH

SWITCHBOARD

SYMMETRICAL

EXPLOSION PROOFXP

ABBREVIATIONS

EMERGENCY POWER OFFEPO

DURESS ALARM

DOOR BELLDB

DA

GEN GENERATOR

GENERAL

MOUNTING HEIGHTS TO BE AS INDICATED, UON. MOUNTING HEIGHTS ARE TO

CENTER OF DEVICE FROM FINISHED FLOOR OR GRADE, UON. SEE SPECIFICATION

DIV 26 FOR ADDITIONAL REQUIREMENTS.

KEY NOTE REFERENCE SYMBOL. DENOTES "SEE KEY NOTE NO. 2"

FOOT ON DEVICE INDICATES WALL MOUNTED

POWER AND DIAGRAMS

DEMOLITION AND REMODEL

SEE SPECIFICATONS FOR LIMITATIONS

ON QUANTITY OF CURRENT CARRYING

CONDUCTORS PER CONDUIT

TELECOMMUNICATION

PH OR ∅

1 TO 35 TO 65 TO 83/4 INCH

NOTE A: UPPER CASE ALPHANUMERIC SUBSCRIPT DENOTES FIXTURE TYPE. SEE

SCHEDULE(S)

NOTE B: LOWER CASE LETTER SUBSCRIPT PROVIDED ADJACENT TO SWITCHING

DEVICE AND ASSOCIATED LIGHT FIXTURE(S) WHERE REQUIRED FOR CLARIFICATION.

CEILING LIGHT OUTLET WITH FIXTURE CONNECTED TO NORMAL SOURCE

DIRECTIONAL AIMED FIXTURE AIM IN DIRECTION OF ARROW

WALL BRACKET LIGHT OUTLET WITH FIXTURE CONNECTED TO NORMAL SOURCE

RECESSED LIGHT OUTLET WITH FIXTURE CONNECTED TO NORMAL SOURCE

WALL BRACKET LIGHT OUTLET WITH FIXTURE CONNECTED TO NORMAL SOURCE

UNDERCABINET/ COUNTER LIGHT OUTLET OR STRIP LIGHT OUTLET WITH

FIXTURE CONNECTED TO NORMAL SOURCE

EXIT LIGHT OUTLET WITH FIXTURE - SHADING INDICATES LOCATION OF FACE(S).

ARROWS INDICATE DIRECTIONAL ARROWS WHERE REQUIRED. WALL MOUNTED

SIGNS AT +90" CENTERED ABOVE DOOR WHERE APPLICABLE

EMERGENCY LIGHT FIXTURE WITH INTEGRAL BATTERY SOURCE AND HEADS

TRACK LIGHT OUTLET WITH FIXTURE. TYPE INDICATED, QUANTITY AND LENGTH

AS SHOWN OR SCHEDULED

LIGHTING STANDARD WITH POST-TOP FIXTURE

CEILING LIGHT OUTLET WITH FIXTURE CONNECTED TO EMERGENCY SOURCE

WALL SCONCE LIGHT OUTLET WITH FIXTURE CONNECTED TO EMERGENCY

SOURCE

LIGHT OUTLET WITH FIXTURE CONNECTED TO EMERGENCY SOURCE

LINEAR WALL LIGHT OUTLET WITH FIXTURE CONNECTED TO EMERGENCY

SOURCE

SURFACE / STRIP LIGHT OUTLET WITH FIXTURE CONNECTED TO EMERGENCY

SOURCE

NO SUBSCRIPT - SINGLE POLE

TE

L

LV

OS

XP

DOUBLE POLE

THREE WAY

FOUR WAY

MANUAL STARTER WITH THERMAL ELEMENT

PILOT LIGHT

LOW VOLTAGE/DIGITAL SWITCH

WALL SWITCH OCCUPANCY SENSOR, DUAL TECHNOLOGY.

EXPLOSION PROOF

DIMMER, COMPATIBLE WITH FIXTURE.D

M MOTOR RATED

SWITCH AT +48" U.O.N.

THE FOLLOWING SUBSCRIPTS ARE USED TO INDICATE VARIOUS TYPES

OF SWITCHES.

EXTERIOR PHOTOCELL. ON/OFF WITH ADJUSTABLE SET-POINT.

TIME CLOCK AT +48"

CEILING / DIRECTIONAL / DIRECTIONAL WALL MOUNTED

OCCUPANCY SENSOR DUAL TECHNOLOGY, WITH

REQUIRED POWER PACKS.

LIGHTING STANDARD POLE FIXTURE, PROVIDE QUANTITY OF HEADS

AND ORIENTATION AS INDICATED

BOLLARD FIXTURE

PENDANT LIGHT FIXTURE CONNECTED TO NORMAL SOURCE

PENDANT LIGHT FIXTURE CONNECTED TO EMERGENCY

SOURCE

LINEAR PENDANT/SUSPENDED LIGHT FIXTURE CONNECTED TO NORMAL SOURCE

LINEAR PENDANT/SUSPENDED LIGHT FIXTURE CONNECTED TO EMERGENCY

SOURCE

WP WEATHERPROOF, EXTRA DUTY, WITH STEEL IN-USE COVER.

CL CLOCK MOUNTED AT +84", REGRESSED SINGLE RECEPTACLE, WITH CLOCK HANGER.

A.

B.

C.

D.

E.

NOTE:

OUTLETS IN FINISHED OR SHELL SPACES SHALL BE MOUNTED AT +18" UON.

OUTLETS IN GARAGE, MECHANICAL, AND ELECTRICAL SPACES SHALL BE

MOUNTED AT 48" UON.

OUTLETS SHALL BE TAMPER PROOF, WHERE REQUIRED PER CODE.

OUTLETS SHALL HAVE AFCI PROTECTION, WHERE REQUIRED PER CODE.

OUTLETS SHALL HAVE GFCI PROTECTION, WHERE REQUIRED PER CODE.

THE FOLLOWING SUBSCRIPTS ARE USED TO INDICATE DIFFERENT TYPES

OF RECEPTACLES

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE, NEMA 5-20R

20A, 125V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE, NEMA 5-20R

20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R

PIGTAIL TO SWITCH DENOTES TOP HALF OF RECEPTACLE SWITCHED.

SURFACE RECEPTACLE STRIP. TYPE AND LENGTH AS INDICATED.

208 VOLT PANELBOARD AT +72" TO TOP

480 VOLT PANELBOARD AT +72" TO TOP

CABLE TRAY OR WIREWAY

CIRCUIT BREAKER. AMP/POLES AS INDICATED

FUSE. SIZE AS INDICATED

FUSIBLE SWITCH. AMP/POLES/FUSE SIZE AS INDICATED

AUTOMATIC TRANSFER SWITCH +72" TO TOP OR FLOOR MOUNTED.

DISCONNECT STABS FOR DRAWOUT TYPE EQUIPMENT

TRANSFORMER

GROUND CONNECTION

MOTOR CONNECTION, HP AS INDICATED

GENERATOR

START-STOP PUSHBUTTON STATION AT +48"

GROUND BUS ON STANDOFFS

CONTROL PANEL:

EQUIPMENT OR TERMINAL CABINET AT +72" TO TOP

POWER SUPPLY

PUSHBUTTON STATION AT +54"

SAFETY SWITCH AT +54". CHARACTERISTICS AS INDICATED BY FRAME/POLES.

MAGNETIC MOTOR STARTER AT +54". CHARACTERISTICS AS INDICATED BY

FRAME SIZE/POLES/NEMA SIZE.

COMBINATION MAGNETIC MOTOR STARTER WITH DISCONNECT AT +54".

CHARACTERISTICS AS INDICATED BY FRAME/FUSE/POLES/NEMA SIZE

ADJUSTABLE FREQUENCY DRIVE WITH INTEGRAL CIRCUIT BREAKER DISCONNECT

MAGNETIC CONTACTOR AT +54". AMPS/POLES/CONTACT VOLTS/ COIL VOLTS AS

INDICATED.

SEPARATELY MOUNTED, ENCLOSED MOLDED CASE CIRCUIT BREAKER AT +48".

FLUSH MOUNTED IN FINISHED AREAS. AMP/POLES AS INDICATED.

FUSED SAFETY SWITCH AT +54". CHARACTERISTICS AS INDICATED BY

FRAME/FUSESIZE/POLES.

J

S

TC

G

AFD

PS

FACP

FAA

FIXED VIDEO SURVEILANCE CAMERA

FIRE DETECTION AND ALARM

SECURITY

MANUAL STATION AT +48"

VISUAL NOTIFICATION APPLICANCE

WALL MOUNTED AUDIBLE NOTIFICATION APPLIANCE

ELECTROMECHANICAL DOOR RELEASE. COORDINATE WITH DOOR MANUFACTURER.

SPRINKLER OR STANDPIPE FLOW ALARM SWITCH CONNECTION

VALVE TAMPER SWITCH

AIR PRESSURE MONITOR SWITCH FOR PRE-ACTION OR DRY PIPE SPRINKLER

SYSTEM

SMOKE DETECTOR - PHOTO ELECTRIC AREA BEAM

AUTOMATIC HEAT DETECTOR

CONTROL PANEL AT +72" TO TOP

FIRE ALARM ANNUNCIATOR PANEL AT +72" TO TOP

FIRE SUPPRESSION SYSTEM ABORT SWITCH STATION AT +48"

DUCT SMOKE DETECTOR

THE FOLLOWING SUBSCRIPTS ARE USED TO INDICATE THE VARIOUS TYPE

OF HEAT DETECTORS

NO SUBSCRIPT - FIXED TEMPERATURE (155 DEGREE U.O.N.)

R/F COMBINATION RATE OF RISE FIXED TEMPERATURE (135 DEGREE U.O.N.)

XP EXPLOSION PROOF, FIXED TEMPERATURE (135 DEGREE U.O.N.) CLASS 1,

GROUP C

NOTE: WALL MOUNT VISUAL AND COMBINATION AUDIO/VISUAL NOTIFICATION

APPLIANCES AT +80" AFF TO BOTTOM OF FACE PLATE U.O.N.

WALL MOUNTED COMBINATION AUDIBLE/VISUAL NOTIFICATION APPLIANCE

CEILING MOUNTED VISUAL NOTIFICATION APPLIANCE

CEILING MOUNTED COMBINATION AUDIBLE/VISUAL NOTIFICATION APPLIANCE

DOS WALL SWITCH OCCUPANCY SENSOR W/ DIMMER, DUAL TECHNOLOGY.

DH DAYLIGHT HARVESTING SENSOR. ANALOG 0-10V OUTPUT WITH

INTEGRAL MOTION SENSOR.

H HORIZONTAL MOUNTING

U DUAL USB INCLUDED WITH RECEPTACLE TYPE SHOWN.

TYPICAL SYMBOLOGY:

250V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE, SIZE AND TYPE AS NOTED.

CEILING MOUNTED RECEPTACLE. TYPE AS INDICATED ABOVE.

FLUSH FLOOR MOUNTED RECEPTACLE, TYPE AS INDICATED ABOVE.

SPECIAL PURPOSE RECEPTACLE. SUBSCRIPT DENOTES NEMA TYPE.

JUNCTION BOX. 4" SQUARE, UON. WALL AND CEILING MOUNTED.

J JUNCTION BOX. 4" SQUARE, UON. WALL AND CEILING MOUNTED.

CB

DOOR POSITION SWITCH

CONNECTION TO ELECTRIC OR PNEUMATIC DOOR LOCK

CR CARD READER AT +48"

FLOOR MOUNTED.

CEILING MOUNTED.

MOUNTED 48" AFF, UON.

MOUNTED 72" AFF, UON.

TELEPHONE AT 44" AFF, UON.T

TELEVISION, MOUNTED AT NOTED HEIGHT.TV

## THE FIRST NUMBER INDICATES THE NUMBER OF CAT6 CABLES.

THE SECOND NUMBER INDICATES THE TO QUANTITY OF JACK LOCATIONS.

AV

A CEILING MOUNTED AUDIBLE NOTIFICATION APPLIANCE

DH MAGNETIC DOOR HOLDER. COORDINATE MOUNTING HEIGHT WITH DOOR

MANUFACTURER.

FIRE/ SMOKE DAMPER

CO COMBINATION CARBON MONOXIDE / SMOKE DETECTOR WITH ANNUNCIATION

SEE PLANS AND NOTES FOR DEVICES INTEND FOR REUSE AND / OR REPURPOSING.

F

FUSEDf

CLOCK - SEE SPECIFICATIONS FOR REQUIREMENTS.C

WIRELESS DEVICE

M ELECTRIC METER

GFCI GROUND FAULT CIRCUIT INTERUPT INCLUDED WITH RECEPTACLE SHOWN.

AC RECEPTACLE TO BE MOUNTED ABOVE COUNTER.

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL

ELECTRICAL CODE, NEC, AND ALL STATE AND LOCAL CODES.

COORDINATE THE INSTALLATION OF ALL ELECTRICAL EQUIPMENT AND CONNECTIONS WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND EQUIPMENT DRAWINGS.

ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL POWER, CONDUITS, CABLETRAY, AND OTHER COMPONENTS AS SHOWN ON THE EQUIPMENT PROVIDER DRAWINGS FOR INSTALLATION OF SYSTEM.

"BACK TO BACK" OR THROUGH THE WALL BOXES SHALL NOT BE USED.

INSTALL HANDLE LOCK-ON, ON ALL CIRCUIT BREAKERS CONTROLLING NIGHT LIGHT, EMERGENCY LIGHT AND

EXIT LIGHT CIRCUITS.

ALL RECEPTACLES SHALL BE HARD USE, SPECIFICATION GRADE.

PROVIDE TAMPER RESISTANT RECEPTACLES WHERE REQUIRED BY APPLICABLE CODES.

RECEPTACLES INDICATED AS GROUND FAULT CIRCUIT INTERRUPTER TYPE SHALL BE MOUNTED IN AN

ACCESIBLE LOCATION, PER CODE OR PROVIDED WITH A GFCI BREAKER.

ALL CONDUCTORS…