HELIPORT

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A R E A

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A R E A

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PA

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PA

PA

PA

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PA

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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

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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

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:1 :3

A M

BUILDING 8

CAMP GRAYLING, GRAYLING, MI

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COVER SHEET

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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

A2 8-5-26 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

A2 8-5-26 A-301 BUILDING SECTIONS

A2 8-5-26 A-302 EXTERIOR WALL SECTIONS

A2 8-5-26 A-303 INTERIOR SECTIONS AND DETAILS

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

SECTIONS

A2 8-5-26 A-601 DOOR SCHEDULE AND DOOR DETAILS

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

A2 8-5-26 S-103 PEMB LOAD CRITERIA

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

A D

D E

N D

U M

-5 -2

A2

F. F.

100' - 0"

2 3 4 5 6 7 10 11 131 12

WORK

BAY

COLD

STORAGE

ROOF BASIS OF DESIGN: BUTLER

MR-24 ROOF PANEL. REFER TO

SHEET A-103 FOR INSULATION &

LINER PANEL

8" CMU WALL - 3-HR FIRE

BARRIER - PER UL U907

WASH

BAY

STORAGE

A-302

A-303

A-303

A2

F. F.

100' - 0"

CD B A

WORK

BAYC

LE

A

R

'-0

M

IN

OH DOOR ROOF LINE

TRACK. COORD W/ CRANE

EAVE

125'-4" +/-

WALL BASIS OF DESIGN:

BUTLER SHADOWALL EX.

REFER TO SHEET A-103 FOR

INSULATION & LINER PANELS

A-302

2 A-302

'-2

/4

ROOF BASIS OF DESIGN:

BUTLER MR-24 ROOF PANEL.

REFER TO SHEET A-103 FOR

INSULATION & LINER PANEL

A-304

A-304

HEAVY DUTY BIRD

NETTING ATTACHED TO

BOTTOM OF TRUSSES

M A

N

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M A

M A

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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

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TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:0 :3

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

BUILDING SECTION1

A-101

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

BUILDING SECTION2

A-101 SCALE: 1/8" = 1'-0"A-102

BUILDING SECTION - SAND/SALT STORAGE BUILDING3

BID ALTERNATE #3

B

ID

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U C

T

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-2

-2

A D

D E

N D

U M

-5 -2

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

2" RIGID

INSULATION @

PERIMETER

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

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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

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IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

S T

A T

E O

F M

IC

H

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A

N

D E

P A

R T

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N T

O F

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C H

N O

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A G

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B U

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B P

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P R

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

C H

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TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:4 :2

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

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G R

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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

A D

D E

N D

U M

-5 -2

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

FOUNDATION - REFER

TO STRUCTURAL

LIQUID APPLIED AIR MOISTURE

BARRIER

PERIMETER

INSULATION

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"

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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

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TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:1 :4

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INTERIOR SECTIONS AND DETAILS

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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

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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

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2"

SEE SCHED.

DOOR SIZE 2"

HM1

2" GWB HOLLOW METAL

FRAME HEAD

4" S

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IZ

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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

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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

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TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:1 :4

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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 INSULATED DOOR AND FRAME

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

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H

E A

S T

S O

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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

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-5 -2

1 2 3 4 5 6 7 9 10 11

A

B

C

D

13128

CRANE RAIL

CRANE RAIL

S-103

S-103

DSF-1

250#

POWER WASH

BOOM

75#

CRANE RUNWAY BEAM

BY CRANE SUPPLIER

1'-0" MIN

PEMB FRAME

WIDE FLANGE BEAM &

CONX TO PEMB FRAME

BY PEMB SUPPLIER

1'-0" MIN

20'-0" MAX HANGER SPACING

HANGER BY

CRANE SUPPLIERM

IN

C L

E A

R

124'-6"

B/BEAM EL

121'-6"

B/BEAM EL

LOADING INFORMATION & SKETCH PROVIDED BY WOLVERINE CRANE & SERVICE, INC

05.20.26

TYP HANGER LOADS @ CRANE BEAM ELEV

VERTICAL DEAD LOAD = 1.8K

VERTICAL LIVE LOAD = 1.5K W/O IMPACT

HORIZONTAL LIVE LOAD = 0.5K

LATERAL LIVE LOAD = 1.0K

MAX SUPPORT BEAM END REACTIONS

DEAD LOAD = 2.0K

LIVE LOAD = 14.0K W/O IMPACT

Classic classicengineering.com

(616) 742-2810

Engineering

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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

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KARIN M. KAPTEYN

MI - REGISTRATION # 6201051709

EXP. DATE - 09/08/2026

PROJ. #: 2026114

:4 :3

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PEMB LOAD CRITERIA

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1/16" = 1'-0"

CRANE RAIL PLAN - BLDG 8

SCALE: 1/2" = 1'-0"S-103S-103

2 TYP CRANE RAIL DETAIL

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NOTE:

PEMB DESIGN SHALL INCLUDE SUPPORTS AND

BRACING FOR CRANE RAIL, DSF-1 & POWERWASH

BOOM. INCLUDE IMPACT LOADING, AS REQUIRED.

A2

A2