8"

1 1/2" SLOPE

GRATING SUPPORT, 5/S8.5

WALKWAY, 8/S8.5

3:1 SLOPE

SLIDE GATE

ALUM SLIDE GATE

2" SLOPE

2" SLOPE

GALVANIZED STEEL STAIR

MEMBRANE LINER ATTACHMENT

TOP OF CONCRETE

EMBEDED SINGLE SCREEN GUIDE, 6/S8.5

SEE PLUMBING SHEETS

VALVE OPERATORS

NO CHAMFER ON THIS

VERTICAL CORNER

OUTLET STRUCTURE FISH SCREENS, 4/S8.5

KETTLE FISH SCREENS, 4/S8.5

TOP OF CONCRETE

(PROVIDE BROOM FINISH)

MIN. 7"

(NOTE 1)

4" RADIUS

3'-0"10"

4'-11"

5'-9"

10"

1'-3"

8"

23'-0"

16'-2" 5'-0" 1'-10"

C

S8.2

B

S8.2

B

S8.1

ELEVATION A

ELEVATION B

TOP OF CONCRETE

A

S8.1

HARVEST KETTLE PLAN

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

UNDERDRAIN

B

S8.1

SECTION

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

FRAME SUPPORT

10" x 10" KETTLE DRAIN/ FISH

TRANSFER OPENING THROUGH

WALL

WALKWAY ANCHOR, 1/S8.5

12" PVC PIPE TO STRUCTURE ADAPTER.

5'-0"

1'-6" 1'-6" 10'-4" 1'-0" 8"

EMBEDDED DOUBLE SCREEN GUIDE, 7/S8.5

16W" x 18H" POND DRAIN

OPENING THROUGH WALL

11'-10" @ 1 ACRE PONDS

22'-10" @ 1/2 ACRE PONDS

PRESSURE RELIEF VALVE

SEE DETAIL A/S8.2

GALVANIZED STEEL RAILING

GALVANIZED STEEL

RAILING

GALVANIZED STEEL WALKWAY

SEE DETAIL 8/S8.5

CONCRETE

SLAB

NO VERTICAL CHAMFER ON

THIS CORNER

GATE POST. SEE

DETAIL 2/S7.3

C STAIR

C WALKWAY

L

L

TOP OF CONCRETE

ELEVATION A

#4@12" OC EW TOP & BOTT

5'-0"

SEE DETAIL 1/S8.4 FOR STAIR DETAIL

STEM

GUIDE

PROVIDE SMOOTH FINISH ON ALL

WALL AND SLAB SURFACES WITHIN

HARVEST KETTLE

PROVIDE SMOOTH FINISH ON ALL

WALL AND SLAB SURFACES WITHIN

HARVEST KETTLE

MEMBRANE LINER

ATTACHMENT PER

DETAIL 5/C1.20

GUARDRAIL GATE

PER DETAIL 11/S8.5

6'-2"

8" 3'-0"10"

1'-8"

EMBEDDED

STOPLOG

GUIDE

EMBEDDED

STOPLOG

GUIDE

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

POND KETTLE GENERAL

PLANS & SECTIONS

NONE

S8.1

S8.1.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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BRUCE A.

BRADLEY

ENGINEER

No.

6201067516

GRATING SUPPORT, 5/S8.5

PVC WATER STOP

SEE SHEET S8.3 FOR

REINFORCING STEEL DETAILS

NOTE:

EMBEDDED SCREEN GUIDES, 5/S4.4

PVC WATERSTOP, 7/S4.4

TO 2'-1 1/2"

VARIES 2'-0"

TO 2'-0"

VARIES 1'-10 1/2"

18'-6"

6'-2"

8"

4'-0"

8"

4'-0"

8"

2'-4"

MEMBRANE LINER

ATTACHMENT, TYP

ATTACHMENT

MEMBRANE LINER

TOP OF DIKE POND

WALL PIPE

2"

COUPLING

HDPE W/ SOCK

6" Ø PERFORATED

6"Ø PRESSURE RELIEF

VALVE

UNDERDRAIN

UNDERDRAIN

23'-0"

16'-2" 5'-0" 1'-10"

4'-0"

A

S8.1

SECTION @ PRESSURE RELIEF VALVE

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

B

S8.1

SECTION

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

C

S8.1

SECTION

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

GALVANIZED STEEL RAILING

GATE POST. SEE

DETAIL 2/S7.3

5'-8" 1'-0"

GALVANIZED

STEEL STAIR

VALVE

PRESSURE RELIEF

1'-1"

2'-7"

12" SLUICE

GATE

STEM

BRACKET

GRATING

GALVANIZED

STEEL HANDRAIL

NOTE: SEE SHEETS S8.3 AND S8.4

FOR CONCRETE REINFORCEMENT.

GALVANIZED STEEL

GUARDRAIL

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

POND KETTLE

GENERAL

SECTIONS & DETAILS

1/2" = 1'-0"

S8.2

S8.2.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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BRUCE A.

BRADLEY

ENGINEER

2" SLOPE

2" SLOPE

EMBEDED SINGLE SCREEN GUIDE, 6/S8.5

VERTICAL CORNER

NO CHAMFER ON THIS

3'-0"10"

4'-11"

5'-9"

10"

1'-3"8"

23'-0"

B

S8.4

A

S8.4

B

S8.3

#4 @ 12"

#4 @ 12" W/ ALTERNATING

#4 @ 12"

15" HOOKS

4" RADIUS

1'-0"1'-0"

1 1/2" SLOPE

8"

#4 @ 12"

#6 @ 12"

#4 @ 12"

2" CLR

2" CLR

3" CLR

#4 @ 12" TOP & BOT

2" CLR 4" PVC WATERSTOP, TYP

T

Y P

TOP OF CONCRETE

(BROOM FINISH)

GRATING SUPPORT, 5/S8.5

TOP OF SLAB

ELEVATION E

TOP OF SLAB

ELEVATION H

TOP OF SLAB

ELEVATION I

TOP OF CONCRETE

ELEVATION A

TOP OF CONC WEIR

ELEVATION B

TOP OF CONC SLAB

ELEVATION C

BOTTOM OF OPENING

ELEVATION D

TOP OF CONCRETE

ELEVATION E

TOP OF CONCRETE

ELEVATION F

TOP OF CONCRETE

ELEVATION G

A

S8.3

HARVEST KETTLE REINFORCEMENT PLAN

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

B

S8.3

HARVEST KETTLE REINFORCEMENT SECTION

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

NO CHAMFER ON THIS

VERTICAL CORNER

#4 @ 12"

MEMBRANE LINER

ATTACHMENT PER

DETAIL 5/C1.20

EMBEDDED SINGLE

SCREEN GUIDE

EMBEDDED

DOUBLE SCREEN

GUIDE

PROVIDE SMOOTH FINISH ON ALL

WALL AND SLAB SURFACES WITHIN

HARVEST KETTLE

EMBEDDED DOUBLE SCREEN

GUIDE. SEE DETAIL 7/S8.5

EMBEDDED DOUBLE SCREEN

GUIDE. SEE DETAIL 7/S8.5

DRAIN INVERT

ELEVATION J

DOUBLE

EMBEDDED

SCREEN GUIDE

EMBEDDED SINGLE

SCREEN GUIDE

EMBEDDED

STOPLOG

GUIDE

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

POND KETTLE

REINFORCEMENT

PLANS & SECTIONS

1/2" = 1'-0"

S8.3

S8.3.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

S

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BRUCE A.

BRADLEY

ENGINEER

PVC WATERSTOP, TYP

TO 2'-1 1/2"

VARIES 2'-0"

TO 2'-0"

VARIES 1'-10 1/2"

#4 @ 12"

#4 @ 12"

C L R

TOP & BOT.

4" CLR

C L

R

GRATING SUPPORT, 5/S8.5

TOP OF DIKE POND

#4 @ 12"

2" CLR

3" CLR

2" CLR

#4 @ 12" TOP & BOT

2" CLR

2" CLR

#6 @ 12"

A

S8.4

SECTION

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

B

S8.4

HARVEST KETTLE REINFORCEMENT SECTION

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

R

I S

E R

S

A

T

E

Q

S

A

C R

E

P

O N

D

I S

E R

S

A

T

E

Q

S

A

C R

E

P

O N

D

S8.4

STAIR SECTION

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

GALVANIZED STEEL

STAIR & HANDRAIL

4" PVC WATERSTOP

TYP

5'-0"

GALVANIZED STEEL STAIR STRINGER

C12x20.7 @ 1-ACRE PONDS

C15x33.9 @ 1/2 ACRE PONDS

GALVANIZED STEEL GRATING TREADS

WITH NON-SLIP NOSING, TYP

GALVANIZED STEEL RAILING

TOP OF KETTLE

ELEVATION A

ELEVATION B

TOP OF CONCRETE

POND SIDE SLOPE

L2x2x3/16 WELDED TO

STAIR STRINGER

18'-6"

6'-2"

8"

4'-0"

8"

4'-0"

8"

2'-4"

MEMBRANE LINER

ATTACHMENT, TYP

3/4" SS DIA

EXPANSION

ANCHOR

2-3/4" SS DIA

EXPANSION

ANCHOR

3/8" PLATE

3/8" PLATE

PL 4" x 1/4"

1. STAIRS SHALL BE DESIGNED BY FABRICATOR

SUBJECT TO APPROVAL OF ENGINEER. DESIGN

LIVE LOAD SHALL BE AS STATED BELOW.

2. STAIRS AND THEIR CONNECTIONS AND

SUPPORTS SHALL BE DESIGNED FOR A LIVE

LOAD OF 100 PSF UNIFORM LOAD OR A

CONCENTRATED LIVE LOAD OF 1000 LBS,

WHICHEVER PRODUCES THE GREATER

STRESSES AND REACTIONS. THE 1000 LB LOAD

SHALL BE ABLE TO BE PLACED ANYWHERE ON

THE STAIR SYSTEM. STAIR DEFLECTION DUE TO

LOVE LOAD SHALL NOT EXCEED SPAN/480. SEE

THE SPECIFICATIONS FOR ADDITIONAL STAIR

DESIGN REQUIREMENTS.

3. ANCHOR TO CONCRETE PER DETAIL 7/S0.5.

4. MEMBER SIZES SHOWN ARE MINIMUM.

5. PROVIDE GALVANIZED STEEL DIAGONAL

BRACING ANGLES BETWEEN BOTTOM FLANGES

OF STRINGERS FOR HORIZONTAL SPANS

GREATER THAN 10'-0".

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

POND KETTLE

REINFORCEMENT

SECTIONS & DETAILS

1/2" = 1'-0"

S8.4

S8.4.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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BRUCE A.

BRADLEY

ENGINEER

*VERIFY ALL DIMENSIONS WITH AS-CONSTRUCTED CONDITIONS PRIOR TO FABRICATION OF SCREENS.

MID

SOLAR POND OUTLET STRUCTURE

STRUCTURE

W X H

FRAME SIZE* SCREEN DESCRIPTION

NO 4

SCREEN AND SCREEN FRAME SCHEDULE

4'-2 1/4" x 6'-1"

1/2 ACRE POND HARVEST KETTLE

1/4" HOLES, STAGGERED, 5/16" CENTERS 58% OPEN

NO 8

1/4" HOLES, STAGGERED, 5/16" CENTERS 58% OPEN

YES 2

TOTAL

REQUIRED

FRAMES

4'-3"

ALUMINUM SERATED BAR

GRATING WITH PERIMETER

END BARS

2" RADIUS (APPROX.) CUT OUT PER

SLUICE GATE MANUFACTURER

2.5x1.5x0.125 6061-T6

1/8" S.S. HEX SLOTTED

WASHER HEAD TAPPING

ALUMINUM TUBE

SCREWS, #10

1-1/2"

1/8" ALUMINUM SCREEN

CONTINUOUS WELD MITERED

CORNERS & SUPPORTS GRIND

SCREENS COVER

ENTIRE FRAME

WELD FLUSH

MID SUPPORT

W

H

H

TAPPING SCREWS @ 6" CENTERS

ALL AROUND (TYP.)

8.5

SUPPORT

S8.5

DETAIL

NOT TO SCALE

S8.5

GRATING DETAIL

NOT TO SCALE

S8.5

FRAME AND SCREEN DETAIL

NOT TO SCALE

S8.5

SCREEN AND SCREEN FRAMES

NOT TO SCALE

2-1/2"

1/8"

2-1/4"

1/8"

GUIDE CHANNEL 2.5"x 1.5"x0.125"

SHARP CORNER CHANNEL

6063-T52 ALLOY.

PAINT ALL SURFACES OF ALUMINUM

IN CONTACT WITH CONCRETE W/

2 COATS OF COAL TAR EPOXY PAINT

1/2" Ø ALUMINUM ROD x 6" LONG, BENT

AND WELDED TO CHANNEL, PLACE 3" FROM

PLAN

S8.5

EMBED SINGLE SCREEN GUIDE

NOT TO SCALE

GUIDE CHANNEL 2.5"x 1.5"x0.125"

SHARP CORNER CHANNEL

6063-T52 ALLOY.

PAINT ALL SURFACES OF ALUMINUM

IN CONTACT WITH CONCRETE W/

2 COATS OF COAL TAR EPOXY PAINT

PLAN

S8.5

EMBED DOUBLE SCREEN GUIDE

NOT TO SCALE

GALVANIZED

STEEL GRATING

(OTHER SIDE)

GALVANIZED

STEEL CHANNEL

CONCRETE STOOP

3/4 " DIA BOLT IN LONG

SLOTTED HOLES

2-3/4" DIA EXPANSION

ANCHORS. MIN 5" EMBED

L4x4x3/8

2.5x1.5x0.125 6061-T6

ALUMINUM TUBE

EACH END AND SPACE AT MAX 2'-0" OC.

2-1/2"

1/8"

2-1/4"

1/8"

1/2" Ø ALUMINUM ROD x 6" LONG, BENT

AND WELDED TO CHANNEL, PLACE 3" FROM

EACH END AND SPACE AT MAX 2'-0" OC.

2-1/2"

2-1/4"

1/8"

1/8"

4'-2 1/4" x 4'-7"

1 ACRE POND HARVEST KETTLE

1/4" HOLES, STAGGERED, 5/16" CENTERS 58% OPEN

YES 4

4'-2 1/4" x 2'-1 1/2"

1/2 ACRE POND OUTLET STRUCTURE

1/4" HOLES, STAGGERED, 5/16" CENTERS 58% OPEN

YES 8

4'-2 1/4" x 2'-1 1/2"

1 ACRE POND OUTLET STRUCTURE

1/4" HOLES, STAGGERED, 5/16" CENTERS 58% OPEN

4'-2 1/4" x 3'-6"

EXTERNAL HARVEST KETTLE 1/4" HOLES, STAGGERED, 5/16" CENTERS 58% OPEN

NO 3

4'-4 1/2"x3'-6"

NO 4

EXTERNAL HARVEST KETTLE

1/4" HOLES, STAGGERED, 5/16" CENTERS 58% OPEN

4'-1"x3'-6"

L3 X 2 X 1/4 LEDGER ANGLE LLV

MATERIAL TO MATCH GRATING

1/4" MAX

1 - 5/8"Ø POST-INSTALLED

ANCHOR W/ 5" MIN EMBED @ 24"

OC MAX 6" MAX FROM EA END

T

GRATING - SEE PLAN FOR DETAILS

1/2"Ø x 5" LONG HEADED ANCHOR OR STRAP @

18" OC MAX

MATERIAL TO MATCH GRATING

WELD TO ANGLE

ANGLE DEPTH AS REQD FOR

TOP OF GRATING TO MATCH

TOP OF ADJACENT

CONCRETE

NEW CONCRETE

CONT 1/4" THICK

ANGLE MATERIAL TO

MATCH GRATING

1/4" CLR

1 1/4" MIN

ONLY TO BE USED AT CONT WALL ABOVE GRATING OR

AT PRE-EXISTING CONCRETE CONSTRUCTION

NOTES:

1. GRATING SIZE PER CONTRACT DOCUMENTS.

2. ALL ENDS AND OPENINGS SHALL BE BANDED, SEE SPECIFICATION.

3. ATTACH GRATING TO ALL SUPPORT ANGLES WITH BOLTED CLIPS, SPACED AT 2'-0" MAX CENTERS.

4. PROVIDE DISSIMILAR MATERIAL PROTECTION FOR ALUMINUM IN CONTACT WITH CONCRETE PER SPECIFICATION.

S8.5

GRATING AND SUPPORT

NOT TO SCALE

11'-10"

23'-10" @ 1/2 ACRE POND

11'-10" @ 1 ACRE POND

FIELD VERIFY PRIOR TO FABRICATION AND INSTALLATION

HARVEST KETTLE

MEMBRANE LINER

C12x30 @ 1/2 ACRE PONDS

C8x11.5 @ 1 ACRE PONDS

L2x2x3/16 WELDED

TO CHANNEL

S8.5

S8.5

WALKWAY SECTION

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

S8.5

WALKWAY PLAN

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

S8.5

GALVANIZED

STEEL RAILING

TOP OF CONCRETE

ELEVATION A

1"x1/8" GALVANIZED

STEEL BAR GRATE

S8.5

GALVANIZED

STEEL RAILING

S8.5

WALKWAY SECTION

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

2'-6"

GALVANIZED STEEL RAILING.

ATTACH TO CHANNEL PER

DETAIL 3/S0.5

GALVANIZED

STEEL GRATING

GALVANIZED

STEEL CHANNEL

L2x2x1/4

BRACING

L2x2x1/4

CONTINUOUS

L4x4x3/8 W/ 3/4 " DIA BOLT

IN LONG SLOTTED HOLES

2-3/4" DIA EXPANSION

ANCHORS

S

GALVANIZED

STEEL RAILING

EACH SIDE

1"x1/8" GALVANIZED

STEEL BAR GRATE

C8x11.5 @ 1 ACRE PONDS

C12x30 @ 1/2 ACRE PONDS

AND SOLAR POND

C12x30 @ 1/2 ACRE PONDS

C8x11.5 @ 1 ACRE PONDS

L2x2x1/4 BRACING

MEMBRANE LINER

ATTACHMENT PER

DETAIL 4/C1.20

S8.5

GUARDRAIL GATE DETAIL

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

GALVANIZED STEEL GUARDRAIL

PER DETAIL 1/S0.5.

STOP PLATE

AND LATCH

SEE DETAIL 5/S0.5 FOR

GUARDRAIL ATTACHMENT

TOEBOARD

HINGE

4'-6 1/2"

WALKING

SURFACE

CONCRETE STRUCTURE

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

POND KETTLE

SECTIONS & DETAILS

NONE

S8.5

S8.5.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

S

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E E

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BRUCE A.

BRADLEY

ENGINEER

ELEVATION

SCALE: 3/8" = 1'-0"

19'-4"

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

B

A

C

PLAN

SCALE: 3/8" = 1'-0"

T.O. WALL

T.O. WALL

SCREEN

B

SECTION

SCALE: 3/8" = 1'-0"

20'-0"4'-0"

SLOPE WALL

C

ELEVATION

SCALE: 3/8" = 1'-0"

2'-0" WIDE GALVANIZED

STEEL PERF-O-GRIP

WALKWAY PLANKS

19'-4"

8" 2'-2" 8" 8" 8"2'-5" 4'-1" 4'-0" 4'-0"

WOOD

STOPLOGS

REMOVABLE

SCREENS, TYP

20'-0"4'-0"

D

SECTION

SCALE: 3/8" = 1'-0"

2'-0" WIDE

PERF-O-GRIP

WALWAY

4'-6 1/2" 4'-9 1/2" 4'-9 1/2" 4'-6 1/2" 8"8"

HSS4x4x3/16

C2x1x3/16 EACH

SIDE OF HSS

HSS4x4x3/16

(HORIZ)

C2x1x3/16 EACH

SIDE OF HSS

HSS4x4x3/16

(POST)

D

STOPLOGS

OR SCREENS *

NOTE:

WALL AND SLAB REINFORCEMENT SHALL BE

#4 @ 12" ON CENTER, EACH WAY. WALL

REINFORCEMENT SHALL BE CENTERED IN WALLS.

SLAB REINFORCEMENT SHALL BE PLACED WITH 2" CLEAR

FROM TOP OF SLAB SURFACE.

HSS4x4x3/16

(HORIZ)

C2x1x3/16 EACH

SIDE OF HSS

HSS4x4x3/16

(POST)

ADJUST GUIDE FRAME PLUMB

AND FILL BLOCK OUT WITH

NON-SHRINK GROUT FLUSH

WITH KETTLE FLOOR

1/2"x9"x9" BASE

PLATE

4 - 1/ 2" DIA x 6"

BENT HEADED

ANCHOR BOLTS

GALVANIZED STEEL

GRATING

3/16

3/16

3/16

3/16

1/ 4" PLATE

DETAIL

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

EMBEDDED

SCREEN GUIDE

1/ 2" x 3" HEADED

STUD @ 12" OC

SECTION

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

MODIFY

EMBEDDED

GUIDE PER

DETAIL 3/S8.6

REMOVABLE

SCREENS, TYP

EMBEDDED

SCREEN

GUIDES PER

DETAIL 6/S8.5

TYP

#4@12" OC VERT

TYP

#4@12" OC HORIZ

TYP

#4@12" OC EACH

WAY. TYP

#4@12" OC VERT

TYP

#4@12" OC HORIZ

TYP

TYP

2'-0"

2'-0"

* SEE SHEET S8.5 FOR SCREEN SIZES AND QUANTITIES.

PROVIDE 1-1/2"x6" x4'-4 1/2" LONG TONGUE & GROOVE

WOOD STOPLOGS. 28 STOPLOGS REQUIRED.

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

EXTERNAL POND

HARVEST KETTLE

3/8"=1'

S8.6

S8.6.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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BRUCE A.

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ENGINEER

B

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4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

SOLAR POND

OUTLET STRUCTURE

3/8"=1'

S8.7

S8.7.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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ENGINEER

6" 6'-6"

6'-6" 6"

14'-0"

6" THICK CONCRETE

SLAB REINFORCED W/

#4@16" OC EACH WAY

6x6 TREADED WOOD

POST, TYP

S2.1

SLAB PLAN

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

6'-6"

6'-6" x x x x

2x82x8 x

O

C

2x82x8

2x4 BLOCKING

AT 1/4 POINTS

S8.8

ROOF FRAMING PLAN

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

METAL ROOF

2x8

2x4 BRACE

3/4" DIA GALV STEEL

CARRIAGE BOLT

2x12

NOTCH 6x6 POST SO

THAT 2x12 IS FLUSH

WITH EXTERIOR

FACE OF POST

6x6 POST

SIMPSON CBS66 GALVANIZED

STEEL COLUMN BASE OR

STRENGTH EQUAL. TYP AT

ALL POSTS.

S2.1

ELEVATION

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

2x12

2- 3/4" DIA GALVANIZED

STEEL CARRIAGE

BOLTS

3/4" DIA GALVANIZED

STEEL CARRIAGE

BOLTS

2x4 BRACE

NOTCH 6x6 POST SO

THAT 2x12 IS FLUSH

WITH EXTERIOR

FACE OF POST

6x6 POST

SIMPSON CBS66 GALVANIZED

STEEL COLUMN BASE OR

STRENGTH EQUAL. TYP AT

ALL POSTS.

3" CLR

C

L R

3/4" CHAMFER AT

EXPOSED EDGES

#4 BENT BARS SPACE

TO MATCH SLAB REINF.

3- #4

S2.1

ELEVATION

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

2x12

6x6

SIMPSON OR

STRENGTH EQUAL

NOTCH 6x6 POST SO

THAT 2x12 IS FLUSH

WITH EXTERIOR

FACE OF POST.

2x8

S8.8

S8.8

S2.1

DETAIL

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

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

BLOWER COVER

AS NOTED

S8.8

S8.8.dwg

OUTLET STRUCTURE

NOTES:

1. ALL WOOD SHALL BE PRESSURE TREATED.

2. ALL WOOD SHALL BE DOUGLAS FIR - LARCH

OR PINE, NO. 1 OR BETTER WITH A MINIMUM

Fb= 850 PSI AND MINIMUM E= 1,600 KSI.

3. ALL CONNECTION HARDWARE SHALL BE

HOT-DIPPED GALVANIZED.

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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BRUCE A.

BRADLEY

ENGINEER

PLAN

SCALE: 3/8" = 1'-0"

2"x2"x2" FRP

GRATING W/

INTERNAL TOP

PLATE

DEGASSING COLUMNS

SEE PROCESS SHEETS

SIDE MOUNTED

GALVANIZED STEEL

RAILING

4" TOE BOARD

GALVANIZED STEEL LANDING

BY ALTERNATING TREAD STAIR

MANUFACTURER

2" INSULATED METAL PANELS ENCLOSING

4 SIDES OF UPPER HEADTANK CHAMBER.

PANELS SHALL MATCH COOLWATER

BUILDING COLOR AND PROFILE. CONTRACTOR

SHALL FURNISH, INSTALL AND COORDINATE

ALL MATERIALS NECESSARY FOR INSTALLATION

AND FLASHING TO PROVIDE A WEATHER TIGHT

INSTALLATION.

68° GALVANIZED STEEL

ALTERNATING TREAD

STAIRS

A

S9.1

ELEVATION

SCALE: 3/8" = 1'-0"

A

B

A

S9.1

ELEVATION

SCALE: 3/8" = 1'-0"

2" INSULATED METAL PANELS ENCLOSING

4 SIDES OF UPPER HEADTANK CHAMBER.

PANELS SHALL MATCH COOLWATER

BUILDING COLOR AND PROFILE. CONTRACTOR

SHALL FURNISH, INSTALL AND COORDINATE

ALL MATERIALS NECESSARY FOR INSTALLATION

AND FLASHING TO PROVIDE A WEATHER TIGHT

INSTALLATION.

APPROXIMATE GRADE

68° GALVANIZED STEEL

ALTERNATING TREAD

STAIRS

APPROXIMATE GRADE

GALVANIZED STEEL

LANDING BY

ALTERNATING TREAD

STAIR MANUFACTURER

SIDE MOUNTED

GALVANIZED STEEL

RAILING

DEGASSING COLUMNS

SEE PROCESS SHEETS

CONCRETE STOOP

18'-10" 5'-4"

12'-10" 3'-0" 3'-0" 6'-9" 4'-0"

T/SLAB

EL 636.0

B/FTG

EL 626.0

30" SQ ACCESS OPENING

38" SQ 3/16" THK SST

PLATE WITH 8 - 3/8" DIA

304 SST ANCHORS

EQUALLY SPACED

2'-10"

8" THICK CONCRETE

SLAB

68° GALVANIZED STEEL

ALTERNATING TREAD

STAIRS

GALVANIZED STEEL LANDING

BY ALTERNATING TREAD STAIR

MANUFACTURER

SIDE MOUNTED

GALVANIZED STEEL

RAILING

4" THICK CONCRETE

SLAB

T/CONC

EL 645.0

ATTACH STAIR TO

CONCRETE PER

MANUFACTURERS

WRITTEN INSTRUCTION

ATTACH STAIR AND

LANDING TO CONCRETE

PER MANUFACTURERS

WRITTEN INSTRUCTION

FLASH TOP OF WALL PANELS WEATHER TIGHT.

SEE SHEET A9.1

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

HEADTANK

PLAN AND ELEVATIONS

3/8"=1'

S9.1

S9.1.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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BRUCE A.

BRADLEY

ENGINEER

4'-0" 7'-6" 3'-0"

18'-10"

1'-6" 1'-6" 8"8"

8" 8"

2"

18'-10"

20'-10"

1'-0"1'-0"

10" 17'-2" 10"

1'-9" 4'-0" 1'-9"

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

8" 8"

2"

B

FOUNDATION PLAN

SCALE: 3/8" = 1'-0"

TANK PLAN

SCALE: 3/8" = 1'-0"

B

DEGASSING COLUMN SUPPORT FRAMING PLAN

SCALE: 3/8" = 1'-0"

C5x3.09 ALUMINUM

I8.00x7.5

ALUMINUM

2"x2"x2" FRP

GRATING W/

INTERNAL TOP

PLATE

T/CONC

EL 645.0

T/SLAB

EL 636.0

B/FTG

EL 626.0

C

L R

C

L R

1 1/2" CLR

1 1/2" CLR

C

L R

C

L R

#6@10 EW

TOP AND BOT

HOOK ENDS

FREE DRAINING

GRANULAR FILL

#5@10 EW

TOP AND BOT

HOOK ENDS

4" PVC WATERSTOP

TYP

#4 Z-BAR @10 OC EW

#5@10 EW CENTER

HORIZ BAR IN WALL

TYP

2" RIGID

INSULATION

M

I N

L A

P

#5@10 EW CENTER

HORIZ BAR IN WALL

TYP

3/4" CHAMFER TYP

B

S9.2

SECTION

SCALE: 3/8" = 1'-0"

DEGASSING COLUMNS

SEE PROCESS SHEETS

5'-4"

8"

1/ 2" JOINT FILLER &

SEALANT

6-#4 EACH WAY

#4 HOOKED

DOWEL. SPACE

TO MATCH SLAB

REINF

3/ 4" CHAMFER AT

ALL EXPOSED

EDGES

#5

4'-4" 1'-5" 4'-0"

DEGASSING COLUMNS

SEE PROCESS SHEETS

NOTCH AND

EMBEDDED GRATING

ANGLE PER DETAIL

5/S8.5 TYP

2" RIGID

INSULATION

2" RIGID

INSULATION

T/SLAB

EL 629.92

A

S9.2

SECTION

SCALE: 3/8" = 1'-0"

5-#4 EACH

WAY

3/ 4" CHAMFER AT

ALL EXPOSED

EDGES

T/SLAB

EL 629.92

8"

4'-0"

8"

5-#4 HOOKED

BARS

3-#4

A

COAT ALL INTERIOR SURFACES OF

HEADTANK WITH TNEMEC

ELASTO-SHIELD SERIES 264 OR

APPROVED EQUAL. 2 COATS,

MINIMUM 50 MILS DRY FILM

THICKNESS EACH COAT.

COAT ALL INTERIOR SURFACES OF

HEADTANK WITH TNEMEC

ELASTO-SHIELD SERIES 264 OR

APPROVED EQUAL. 2 COATS,

MINIMUM 50 MILS DRY FILM

THICKNESS EACH COAT.

PROVIDE ADDITIONAL

REINFORCEMENT AT

OPENING PER DETAIL 8/S0.2

EQ EQ

8" THICK CONCRETE SLAB

REINFORCED W/ 6-#4

EACH WAY

4" THICK CONCRETE SLAB

REINFORCED W/ 5-#4

EACH WAY

1 1/2"

DEGASSING COLUMN

3/16

3/8" ALUMINUM PLATE

CS5x3.09 ALUMINUM

S9.2

DETAIL

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

2- 3 1/2x3 1/2x1/4

ALUMINUM W/ 2- 3/4"Ø

SS ADHESIVE ANCHORS

5" MIN EMBED

FIBERGLASS GRATING

I8 ALUMINUM

2- 3/4"Ø SS BOLTS

S9.2

DETAIL

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

I8

3/8" ALUMINUM PLATE

2- 3/4"Ø SS BOLTS

CS5x3.09 ALUMINUM

3"

1/4

S9.2

DETAIL

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

5/8" DIA SS BOLT

2- 5/8" Ø

SS ADHESIVE ANCHORS

5" MIN EMBED

FIBERGLASS GRATING

S9.2

DETAIL

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

1 1/2"

6"x6"x3/8" ALUMINUM

PLATE

2- 5/8"Ø SS BOLTS

CS5x3.09 ALUMINUM

3"

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

HEADTANK PLANS,

SECTIONS, AND DETAILS

3/8"=1'

S9.2

S9.2.dwg

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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BRUCE A.

BRADLEY

ENGINEER

X

X

X

X

XXX

X

ROOM

NAME

XX-XX

GENERAL NOTES:

ARCHITECTURAL

KEY NOTE DESIGNATION

PLAN TITLE

SECTION CUT MARKER

DETAIL MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

DETAIL MARKER

SECTION TITLE

ELEVATION TITLE

DETAIL TITLE

FULL BUILDING SECTION CUT MARKER

1/4" = 1'-0"

X

XXX 3/8" = 1'-0"

XXX

XXXXXX

X

XXX 1/4" = 1'-0"

X

XXX

X

XXX 3" = 1'-0"

A

KEY NOTE NUMBER

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

ARROW INDICATES

DIRECTION OF PLAN

NORTH

4-HOUR FIRE RATED WALL

3-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

1-HOUR FIRE RATED WALL

COLUMN GRID LINE/CENTERLINE

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

SHEET WHERE SECTION

IS LOCATED

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SHEET WHERE DETAIL

IS LOCATED *

ELEVATION

IDENTIFICATION NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ARROW INDICATES POINT OF

VIEW ELEVATION

INDICATES SHEET WHERE

ELEVATION IS LOCATED

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

X

XX

X

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

DETAIL NUMBER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

ELEVATION NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

TARGET ELEVATION

ARROW INDICATES

DIRECTION OF SECTION

CUT

GENERAL LINE SYMBOLOGY

GENERAL SYMBOLOGY

PLAN

SECTION

DETAIL

ELEVATIONX

XXX

X

XXX

MATERIALS IN PLAN/SECTION

RIPRAP (PLAN AND/OR SECTION)

WEEP JOINT MORTAR

PROTECTION SYSTEM (SECTION)

SOD (SECTION)

FILTER POINT MAT (PLAN)

GRATING (PLAN)

PARTICLE BOARD (SECTION)

ORIENTED STRAND BOARD (SECTION)

GLULAM LUMBER (SECTION)

FINISHED WOOD (SECTION)

BRICK MASONRY (PLAN AND/OR SECTION)

ACOUSTICAL CEILING TILE (SECTION)

PLYWOOD (SMALL-SCALE SECTION)

GROUT (SECTION)

ASPHALT (LARGE-SCALE SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

GRATING (SECTION)

CHECKERED PLATE (PLAN)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

METAL (SECTION)

RIGID INSULATION (SECTION)

WOOD - BLOCKING (SECTION)

PLYWOOD (LARGE-SCALE SECTION)

GYPSUM BOARD (SECTION)

SAND (SECTION)

CONCRETE MASONRY (PLAN

AND/OR SECTION)

PRECAST CONCRETE (PLAN

AND/OR SECTION)

ASPHALT (PLAN OR SMALL-SCALE SECTION)

X

XXX

SINGLE ELEVATION OR PHOTO MARKER

X

XXX

X

XXX

ARROW INDICATES

POINT OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

INTERIOR EXTERIOR

ELEVATION NUMBER

NORTH ARROW

THIS IS A STANDARD SHEET SHOWING

COMMON SYMBOLOGY. ALL SYMBOLS ARE

NOT NECESSARILY USED ON THIS PROJECT.

SCREENING OR SHADING OF WORK IS USED

TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE.

1.

2.

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:1

P M

12" = 1'-0"

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A0.1

ARCHITECTURAL LEGEND

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

H

LIST OF CODES:

2015 MICHIGAN BUILDING CODE

2015 INTERNATIONAL BUILDING CODE

2014 NATIONAL ELECTRICAL CODE

2015 MICHIGAN MECHANICAL CODE

2015 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

MICHIGAN UNIFORM ENERGY CODE (2009 IECC SECTION 501.1

AND ASHRAE/IESNA 90.1 - 2007)

BUILDING DATA:

OCCUPANCY: COOL WATER BUILDING -F1, MODERATE HAZARD

FACTORY INDUSTRIAL (306.2)

STORAGE BUILDING-U, UTILITY AND MISCELLANEOUS (312)

OCCUPANT LOAD: 3,000/100 = 30 PEOPLE (1004.1.2)

MIXED OCCUPANCY: NO

CONSTRUCTION TYPE: VB (504.3)

BUILDING AREA: (506)

FIRST FLOOR ACTUAL: 3,000 SQFT

FIRST FLOOR ALLOWABLE: 13,000 (506.2)

HEIGHT AND NUMBER OF STORIES:

ALLOWABLE HEIGHT: 40 FT (504.3)

ACTUAL HEIGHT: 23 FT

ALLOWABLE STORIES: 2 (504.4)

ACTUAL STORIES: 1

EXITS:

REQUIRED: 2 (1006.3.1)

ACTUAL: 4

ALLOWABLE TRAVEL DISTANCE: 300 FT (1017.2)

COMMON PATH OF TRAVEL: 75 FT (1006.2.1)

PANIC HARDWARE IS NOT REQUIRED (1010.1.10)

FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (601)

STRUCTURAL FRAMING: 0 HR

BEARING WALLS EXTERIOR: 0 HR

(NOTE FIRE SEPARATION DISTANCE IS >30 FT)

NON-BEARING WALLS EXTERIOR: 0 HR

NON-BEARING WALLS INTERIOR: 0 HR

FLOOR CONSTRUCTION: 0 HR

ROOF CONSTRUCTION: 0 HR

FIRE RESISTANCE RATING FOR EXTERIOR WALLS (602)

10<X<30 = 0 HR

SPRINKLERS: NOT REQUIRED (903.2)

INCIDENTAL USE ( TABLE 509.) MECH / ELECT ROOM CEILING TO

BE 1 HOUR RATED ( U.L. # L501)

MICHIGAN ENERGY CODE ANALYSIS

2009 INTERNATIONAL ENERGY CONSERVATION CODE

(502.1) - ASHRAE / IESHA 90.1, 2007

COOL WATER BUILDING

SCHOOL CRAFT COUNTY MICHIGAN = CLIMATE ZONE 7 (APPENDIX B)

CHEMICAL USED

ATTIC AND OTHER - U- 0.027 / R-38

MASS WALLS - ASSEMBLY "U" FACTORS FOR ABOVE GRADE MASONRY

WALLS (APPENDIX "A" TABLE 3.1A)

8" NORMAL WEIGHT CMU GROUTED AT 48" O.C., UNINSULATED CORES

WITH THERMALLY BROKEN "Z" FURRING AND R-12 C.I. RIGID

INSULATION = U-0.071

ASHRAE 90.1 - APPENDIX "A", TABLE A3.1C:

8" NORMAL WEIGHT CMU HEAT CAPACITY = 11.4

FOUNDATION INSULATION = MINIMUM R-10

SLAB-ON-GRADE- UNHEATED-NOT REQUIRED PER TRADE-OFF IN

COMcheck

OPAQUE DOORS-

SWINGING- R-12/ U-0.083

SECTIONAL- R-17.5/ U-0.057

FORMALIN <50 GALLONS

.2

1.6"

101C

.2

1.6"

101B

FE

.2

.4"

103A

352 300

MECH / ELCT RM

F-1 T

R A

V E

L D

IS

T

A N

C E

397 100

ISOLATION

F-1

283 100

EGG DISINFECT.

F-1

1,490 100

INCUBATION F-1

.2

0.8"

104A

.2

0.6"

107A

LIFE SAFETY LEGEND

XXXXXXXX

XXX

XXXX

XXX

XXXX

XXX

XXX

XXX

SPACE TYPE, OCCUPANCY

OCCUPANCY LOAD

OCCUPANT CAPACITY

FACTOR, SF/PERSON

NET AREA SF

CLASSIFICATION

EXIT DOOR NUMBER

DOOR CAPACITY (PEOPLE)

EGRESS CAPACITY FACTOR

CLEAR WIDTH OPENING

LIMITING FACTOR

EMERGENCY EXIT SIGNS

FIRE EXTINGUISHER (FE)

EXIT TRAVEL = X'-X"

EXIT TRAVEL DISTANCE

XXX

1 HR FIRE RATED SEPARATION

FE FE

TRAVEL DIST. 70'-11''

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:1

P M

As indicated

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A0.2

CODE ANALYSIS SHEET

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte 1/8" = 1'-0"

LIFE SAFETY PLAN - COOLING BUILDING

0 4'-0" 8'-0" 16'-0"1/8" = 1'-0"

LIFE SAFETY PLAN - STORAGE BUILDING

0 4'-0" 8'-0" 16'-0"

STORAGE U

3200 300 116

1.2''

.2701C

701B

1.2''

.2

A4.2

A4.2

A4.2

A4.2

A4.5

A4.5

A4.5

A4.5

MECHANICAL

ELECTRICAL

LOCKER

TOILET

EGG

DISINFECTION

M O

M O

M O

104B

107A

101B

INCUBATION

ISOLATION

60' - 0"

M .O

M O

4' - 0"

101C

103A

103B

104A

101A

A4.6

TYP. OF 6

9' - 8"

A4.2

1' - 4"

7' - 8"

1' - 4"

15' - 0" 10' - 0" 19' - 8" 15' - 4"

51' - 0"

' - 6

CHEMICAL

STORAGE

12 12

16 17

11 11

21 21

22 23

MO

3' - 4"

6' - 0" 2

/8

FE

C .L

C .L

C .L

3' - 0" +/-

3' - 0" +/-

4' - 10" +/-

3' - 0" +/-

S4.3

EQ EQ

FIRE EXTINGUISHER (FE)

FE

FLOOR PLAN LEGEND:

CONCRETE MASONRY

METAL WALL PANELS OVER RIGID INSULATION

1 HR RATED FIRE BARRIER

GENERAL NOTES

1. EXTERIOR WALL CLADDING TO BE CONSTRUCTED OF

METAL WALL PANELS OVER RIGID INSULATION AND

THERMALLY BROKEN METAL "Z" FURRING SYSTEM

SPACING OF METAL FURRING TO BE COORDINATED WITH

ANCHORING REQUIREMENTS OF METAL WALL PANELS.

ASSEMBLY SHALL METT VALUES INDICATED ON A 0.2

2. SEE STAINLESS STEEL TABLE SPECIFICATION NOTES THIS

SHEET.

3. TOP OF SLAB ELEVATION = 100'-0''

SITE ELEVATION = 630.0

4. REFER TO REFLECTED CEILING PLAN ON A 4.3

5. REFER TO ROOF PLAN ON A 4.4

6. FOUNDATION INSULATION SHALL BE MINIMUM 2" THICK

AND ACHIEVE A MINIMUM R-10.

7. EXTERIOR WALL RIGID INSULATION SHALL BE MINIMUM

2 1/2" THICK AND ACHIEVE A MINIMUM R-12.

STAINLESS STEEL TABLE NOTES

1. BACKSPLASHES FOR TABLES AT WALLS EXCEPT TABLES ALONG WALL WITH

COUNTER SHUTTER OPENING.

2. NO BACKSPLASHES FOR TABLES IN MIDDLE OF INCUBATION RM; BUT, THEY DO

REQUIRE A BOTTOM SHELF 6 INCHES HIGH.

3. ADJUSTABLE STAINLESS STEEL LEGS SO TABLE CAN BE 35 TO 36” HIGH.

4. TWO 6’ LONG TABLES ALONG EGG DISINFECTION RM NORTH AND SOUTH

WALLS.

5. SOLID TOP 16 GAGE MINIMUM, 304 STAINLESS STEEL.

6. VARIOUS LENGTHS PER DRAWINGS, 30” WIDE, FOUR IN EGG DISINFECTION RM

(NORTH AND SOUTH WALLS), ONE IN ISOLATION RM ALONG SOUTH WALL, ONE

AT EAST-NORTHEAST CORNER OF INCUBATION ROOM ALONG WALL, TWO IN

MIDDLE OF INCUBATION RM.

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:1

P M

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A4.1

COOL WATER BUILDING

PLAN

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

1/4" = 1'-0"

FLOOR PLAN

KEYNOTES

1 PREFINISHED METAL WALL PANELS OVER RIGID

INSULATION

2 SINGLE TIER METAL LOCKERS

3 48" LONG X 20" WIDE FLOOR MOUNTED BENCH

4 WALL MOUNTED FIRE EXTINGUISHER

5 8" CMU WALL

6 MOP SINK

7 4'-0" WIDE X 4'-0" HIGH ALUMINUM COUNTER SHUTTER

8 144" LONG X 30" WIDE S.S. TABLE. PROVIDE RUBBER

CASTER (S) TO FACILITATE RAISING TABLE .32"-1"

9 BOTTLED WATER AND CUP DISPENSER BY OWNER

10 96" LONG X 30" WIDE S.S. TABLE

11 FIBERGLASS TANKS, REFER TO PROCESS DRAWINGS

12 FLOOR DRAIN / TRENCH DRAIN. COORDINATE WITH

PROCESS AND STRUCTURAL DRAWINGS.

13 WATER HEATER, REFER TO MECHANICAL DRAWINGS

14 2'-0" ROOF OVERHANG ABOVE

15 PROCESS SINK, REFER TO PROCESS AND PLUMBING

DRAWINGS

16 FUTURE PROCESS SINK

17 FUTURE INCUBATOR

18 FUTURE TANKS

19 ACCESSIBLE LAVATORY, REFER TO PLUMBING

DRAWINGS

20 WATER STORAGE TANK, REFER TO PLUMBING DRAWINGS

21 INCUBATION RACK, REFER TO PROCESS AND

STRUCTURAL DRAWINGS.

22 ACCESSIBLE WATER CLOSET, REFER TO PLUMBING

DRAWINGS

23 60" LONG X 30" WIDE S.S. TABLE

24 EQUIPMENT ON CONCRETE PAD, REFER TO PROCESS

DRAWINGS

25 HEAD TANK, REFER TO STRUCTURAL AND PROCESS

DRAWINGS

26 EMERGENCY EYEWASH / SHOWER.

27 TOP OF CMU 8'-0'' A.F.F THIS WALL ONLY

0 2'-0" 4'-0" 8'-0"

12 5

FIRST FLOOR

100.00

EAVE

110.00

FIRST FLOOR

100.00

EAVE

110.00

FIRST FLOOR

100.00

EAVE

110.00

FIRST FLOOR

100.00

EAVE

110.00

6"

T O

P O

F C

M U

O F

G R

A B

B A

R

T O

P

2' - 6"

1' - 0"

3' - 4"

GENERAL NOTES

1. REFER TO GENERAL NOTES ON A4.1

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:1

P M

As indicated

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A4.2

COOL WATER BUILDING

ELEVATIONS

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

A4.1 3/16" = 1'-0"

2 NORTH EXTERIOR ELEVATION

A4.1 3/16" = 1'-0"

EAST EXTERIOR ELEVATION3

A4.1 3/16" = 1'-0"

WEST EXTERIOR ELEVATION4

A4.1 3/16" = 1'-0"

SOUTH EXTERIOR ELEVATION1

KEYNOTES

1 PREFINISHED METAL WALL PANELS OVER RIGID

INSULATION

2 PREFINISHED INSULATED METAL OVERHEAD SECTIONAL

DOOR WITH ELECTRIC OPERATOR. COORDINATE WITH

ELECTRICAL

3 SHINGLE ROOF SYSTEM

4 DOOR AS SCHEDULED

5 CONTINUOUS RIDGE VENT

6 ALUMINUM LOUVER, REFER TO MECHANICAL DRAWINGS

7 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

8 8" CMU WALL

9 1 1/2" DIAMETER x 18" S.S. GRAB BAR (VERTICAL)

10 1 1/2" DIAMETER x 42" S.S. GRAB BAR

11 DUAL TOILET PAPER DISPENSER

12 FRP PANELS OVER GYPSUM BOARD OVER VAPOR

BARRIER

13 ADA APPROVED PIPE INSULATION

14 SURFACE MOUNTED PAPER TOWEL DISPENSER

15 1 1/2" DIAMETER x 36" S.S. GRAB BAR

16 18"x36" MIRROR IN S.S. FRAME

17 S.S. SOAP DISPENSER

18 ROOF EXTENSION OVER EXTERIOR DOOR BELOW

(CENTER ABOVE DOOR)

19 EQUIPMENT ON CONCRETE PAD, REFER TO PROCESS

DRAWINGS

20 HEAD TANK, REFER TO STRUCTURAL AND PROCESS

DRAWINGS

21 ACCESSIBLE LAVATORY, REFER TO PLUMBING

DRAWINGS

22 ACCESSIBLE WATER CLOSET, REFER TO PLUMBING

DRAWINGS

23 PREFINISHED ALUMINUM FASCIA

24 PREFINISHED METAL CORNER TRIM

25 PREFINISHED ALUMINUM SOFFIT PANELS

A4.1 1/4" = 1'-0"

TOILET ROOM EAST ELEVATION5

A4.1 1/4" = 1'-0"

TOILET ROOM NORTH ELEVATION6

A4.1 1/4" = 1'-0"

TOILET ROOM SOUTH ELEVATION7

0 2'-0" 4'-0" 6'-0"

0 2'-0" 4'-0" 6'-0"

0 2'-0" 4'-0" 6'-0" 0 2'-0" 4'-0" 6'-0"

0 2'-0" 4'-0" 8'-0"

0 2'-0" 4'-0" 8'-0"

0 2'-0" 4'-0" 8'-0"

M

M M

EGG

DISINFECTION

LOCKER

MECHANICAL

ELECTRICAL

TOILET

ISOLATION

CHEMICAL

STORAGE

INCUBATION

S4.3

SUSPENDED LIGHT FIXTURE

CEILING LEGEND:

PRE-FINISHED ALUMINUM SOFFIT PANEL

EXIT SIGN

FRP PANELS

NOTE:

1. ALL CEILINGS HEIGHTS 10'-0" AFF

2. COORDINATE WITH ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES

3. REFER TO MECHANICAL DRAWINGS FOR DUCTWORK AND UNIT HEATER LOCATIONS

2' X 1' LIGHT FIXTURE

UNIT HEATER

6" DOWN LIGHT

WALL MOUNTED EMERGENCY LIGHTING

METAL WALL PANELS OVER RIGID INSULATION

CONCRETE MASONRY

1 HR RATED FIRE BARRIER

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:1

P M

1/4" = 1'-0"

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A4.3

COOL WATER BUILDING

REFLECTED CEILING PLAN

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

1/4" = 1'-0"

REFLECTED CEILING PLAN

0 2'-0" 4'-0" 8'-0"

KEYNOTES

1 OVERHEAD DOOR TRACK SUPPORTS. COORDINATE WITH DOOR SUPPLIER

2 20'' X 30'' ATTIC ACCESS HATCH, VERIFY LOCATION WITH OWNER. MAINTAIN

INSULATION AND VAPOR SEAL OVER HATCH. (VERIFY LOCATION WITH OWNER)

3 COUNTER SHUTTER HOOD ENCLOSURE.

4 1-HOUR FIRE RATED CEILING ASSEMBLY (BELOW TRUSSES) IN MECH /

ELECTRICAL ROOM ONLY . (U.L #L501). REFER TO STRUCTURAL DRAWINGS FOR

FRAMING LAYOUT AND CONNECTION DETAILS

5 ALL PENETRATIONS THROUGH CEILING ASSEMBLY SHALL BE SEALED AROUND

THE ENTIRE PERIMETER OF THE PENETRATION. COORDINATE QUANTITY,

LOCATION, AND SIZE OF PENETRATIONS WITH MECHANICAL, ELECTRICAL, AND

PROCESS DRAWINGS.

S4.3

A99.2

8' - 0"

A4.4

A99.1

PREFINISHED METAL WALL

PANELS

THERMALLY BROKEN "Z" GIRT

8" BOND BEAM, REFER

TO STRUCTURAL

ROOF

SHINGLES

UNDERLAYMENT

PLYWOOD

SHEATHING

PREFABRICATED WOOD

TRUSSES

FLUID APPLIED

AIR BARRIER

5/8" GYPSUM BOARD

WITH FRP PANELS

FRP TRIM ANGLE

8" CMU

ALUMINUM VENTED SOFFIT

ALUMINUM

FASCIA COVER

PREFINISHED METAL

ALUMINUM EDGE

FLASHING

TREATED WOOD

FASCIA BOARD

FLUID APPLIED AIR

BARRIER

BATT

INSULATION

INSTALL TIGHT

AGAINST RIGID

INSULATION

RIGID INSULATION

110'-0''

T.O. CMU

2X8

TREATED

TOP PLATE

PLASTIC AIR CHUTES

FOR VENTILATION

3' - 0 3/4" +/-

PREFINISHED ALUMINUM

SOFFIT PANELS INSTALLED

VERTICALLY AT SIDES OF

SOFFIT

EXTEND TOP

CORD OF WOOD

TRUSS

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:2

P M

As indicated

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A4.4

COOL WATER BUILDING

ROOF PLAN

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

0 2'-0" 4'-0" 8'-0"

1/4" = 1'-0"

ROOF PLAN

KEYNOTES

1 SHINGLE ROOF SYSTEM

2 CONTINUOUS RIDGE VENT

3 LINE OF EXTERIOR FACE OF WALL BELOW

4 ROOF EXTENSION OVER EXTERIOR DOOR BELOW

(CENTER ABOVE DOOR)

5 HEAD TANK, REFER TO STRUCTURAL AND PROCESS

DRAWINGS

6 PLUMBING VENT PIPE, PROVIDE RUBBER BOOT

FLASHING. (TYP. 3 LOCATIONS) COORDINATE LOCATION

WITH PLUMBING DRAWINGS.

A4.4 1 1/2" = 1'-0"

ROOF SOFFIT SECTION1

FIRST FLOOR

100.00

EAVE

110.00

EGG

DISINFECTION

107 LOCKER

10 1012

14 15

A99.2

FIRST FLOOR

100.00

EAVE

110.00

A4.6

A4.6

4 4

1 HR RATED FIRE BARRIER

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:2

P M

1/4" = 1'-0"

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A4.5

COOL WATER BUILDING

SECTION

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

KEYNOTES

1 PREFINISHED METAL WALL PANELS OVER RIGID

INSULATION

2 PREFINISHED INSULATED METAL OVERHEAD

SECTIONAL DOOR WITH ELECTRIC OPERATOR.

COORDINATE WITH ELECTRICAL

3 CONTINUOUS RIDGE VENT

4 DOOR AS SCHEDULED

5 SHINGLE ROOF SYSTEM

6 PLYWOOD SHEATHING

7 8" CMU WALL

8 4'-0" WIDE X 4'-0" HIGH ALUMINUM COUNTER SHUTTER

9 CONCRETE SLAB ON GRADE OVER VAPOR BARRIER

10 CONCRETE FOUNDATION, REFER TO STRUCTURAL

DRAWINGS

11 PREFINISHED ALUM VENTED SOFFIT PANELS

12 SINGLE TIER METAL LOCKERS

13 FRP PANELS OVER GYPSUM BOARD OVER VAPOR

BARRIER

14 144" LONG X 30" WIDE S.S. TABLE. PROVIDE RUBBER

CASTER (S) TO FACILITATE RAISING TABLE .32"-1"

15 FLOOR DRAIN / TRENCH DRAIN. COORDINATE WITH

PROCESS AND STRUCTURAL DRAWINGS.

16 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

17 PREFABRICATED WOOD TRUSSES

18 FIBERGLASS TANKS, REFER TO PROCESS DRAWINGS

19 FOUNDATION INSULATION.

20 2 X10 WOOD JOISTS @ 16 '' O.C. (REFER TO

STRUCTURAL DRAWINGS FOR DETAILS )

21 (2) LAYERS 1/2'' PLYWOOD DECK

22 BATT INSULATION (R-38)

A4.1 1/4" = 1'-0"

1 BUILDING SECTION

A4.1 1/4" = 1'-0"

2 BUILDING SECTION

0 2'-0" 4'-0" 8'-0"

0 2'-0" 4'-0" 8'-0"

WALL LEGEND

FIRST FLOOR

100.00

ALUMINUM SLAT

8" CMU PAINT

CONTINUOUS SEALANT FULL

PERIMETER, BOTH SIDES

ALUMINUM INTEGRAL FRAME

BY COUNTER SHUTTER MFR..

TREATED WOOD BLOCKING

8" CMU PAINT

5/8" GYPSUM BOARD

PREFRABRICATED WOOD

TRUSS

BATT INSULATION

CONCRETE SLAB

A4.6

T.O. CMU

110'-0"

DOOR TRACK BEYOND

ALUMINUM HOOD

ENCLOSURE

SLAT COIL

HAND CRANK OPERATOR

ALUMINUM INTEGRAL FRAME

BY COUNTER SHUTTER MFR..

CONTINUOUS SEALANT FULL

PERIMETER, BOTH SIDES

FRP ANGLE TRIM TO

CONCEAL 2X8 WOOD

PLATE (TYPICAL)

2 X 8 TREATED

WOOD PLATE

FLUID APPLIED AIR

BARRIER OVER

COMPACTED

GRANLAUR FILL

1/2" EXPANSION JOINT

MATERIAL WITH SEALANT

(BOTH SIDES OF WALL)

FIRST FLOOR

100.00

ROOF SHINGLES OVER FELT

UNDERLAYMENT

PLYWOOD SHEATHING

ALUMINUM VENTED SOFFIT

PREFINISHED METAL WALL

PANELS

FLUID APPLIED AIR

BARRIER, SEE

SPECIFICATION

SECTION 07 27 26

THERMALLY BROKEN "Z"

GIRT

8" CONCRETE MASONRY

UNIT

A99.2

A99.2

FRP OVER 5/8" GYPSUM

BOARD OVER FLUID

APPLIED AIR BARRIER

PREFABRICATED WOOD

TRUSSES

FINISH GRADE, REFER TO

CIVIL DRAWINGS

CONCRETE SLAB, REFER

TO STRUCTURAL

DRAWINGS

CONCRETE FOUNDATION

REFER TO STRUCTURAL

DRAWINGS

RIGID INSULATION

T.O. CMU

110'-0"

BATT INSULATION

FRP TRIM ANGLE

RIGID INSULATION (R-10)

FLUID APPLIED AIR

BARRIER OVER GRANULAR

FILL

FIRST FLOOR

100.00

PLYWOOD SHEATHING

PREFABRICATED

WOOD TRUSSES

PREFINISHED METAL WALL

PANELS

THERMALLY BROKEN "Z" GIRT

FLUID APPLIED AIR BARRIER

ALUMINUM VENTED SOFFIT

ROOF SHINGLES OVER FELT

UNDERLAYMENT

TREATED WOOD

FASCIA BOARD AND

ALUMINUM COVER

WOOD OUTLOOKERS

PREFINISHED INSULATED

OVERHEAD SECTIONAL

DOOR

CONCRETE SLAB

OVERHEAD SECTIONAL DOOR

TRACK

A99.2

CONCRETE SLAB, REFER

TO STRUCTURAL

DRAWINGS

DOOR BOTTOM WITH

SEAL

2 X 6 WOOD STUDS @ 16'' O.C.

RIGID INSULATION

108'-0''

T.O. CMU

2x8 TREATED PLATE

A99.1

FLUID APPLIED AIR

BARRIER OVER

COMPACTED

GRANULAR FILL

DROPPED TOP

CHORD GABLE

TRUSS

3/8" MINIMUM EXPANSION

JOINT MATERIAL WITH SEALANT

SLOPE

8" CMU END BLOCK FULL

HEIGHT OF OPENING,

GROUT SOLID, VERIFY

REINFORCING WITH

STRUCTURAL

8" CMU

CONTINUOUS SEALANT

FULL PERIMETER, BOTH

SIDES

DOOR TRACK

ALUMINUM SLAT

ALUMINUM INTEGRAL FRAME

BY COUNTER SHUTTER MFR..

4'-0" M.O.

ALUMINUM SILL BELOW

MASONRY JAMB ANCHORS

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:2

P M

As indicated

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A4.6

COOL WATER BUILDING

WALL SECTIONS

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

A4.5 1" = 1'-0"

3 SECTION AT COUNTER SHUTTER

A4.5 3/4" = 1'-0"

1 WALL SECTION

A4.1 3/4" = 1'-0"

2 WALL SECTION AT OVERHEAD DOOR

A4.6 1 1/2" = 1'-0"

SHUTTER JAMB DETAIL4

0 1'-0" 2'-0" 3'-0" 0 1'-0" 2'-0" 3'-0" 0 6" 1'-0" 1'-6"

0 6" 1'-0" 2'-0"

RIGID INSULATION (R-10)

A B C D F

80' - 0"

STORAGE

A5.2

A5.2

A5.2

A5.2

E G

4" THICK CONCRETE

SLAB REINFORCED

WITH #4 @ 12" OC EW

OVER VAPOR BARRIER

THICKEN SLAB EDGE TO

12" AT PERIMETER

A5.1

PREFINISHED METAL

SECTIONALOVERHEAD

DOOR.(MANUALLY

OPERATED)

501C

501A

501B

FE

FE

EQUAL

1' - 6"

SLAB REINFORCEMENT

W/ HOOKED ENDS

#4 SPACED TO MATCH

SLAB REINFORCEMENT

2-#4

VAPOR BARRIER

MINIMUM 6" FREE

DRAINING GRANULAR

FILL

GENERAL NOTES

1. REFER TO SPECIFICATION 13 34 00 FOR POST-FRAME

BUILDING SYSTEMS.

2. REFER TO SPECIFICATION 08 36 15 FOR SECTIONAL

OVERHEAD DOOR

3. PERSONNEL DOORS BY POST-FRAME BUILDING

MANUFACTURER. REFER TO SPECIFICATION 08 70 00

FOR DOOR HARDWARE. REFER TO DOOR SCHEDULE

ON A99.1.

4. PROVIDE VINYL FACED INSULATION AT ROOF ONLY

INSULATION AS PROVIDED BY POST -FRAME BUILDING

SUPPLIER.

5. TOP OF SLAB ELEVATION = 100'-0''

SITE ELEVATION = 617.50

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:4

:1

P M

As indicated

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A5.1

STORAGE BUILDING

FLOOR PLAN

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

3/16" = 1'-0"

FLOOR PLAN

A5.1 3/4" = 1'-0"

2 FLOOR SLAB DETAIL

0 2'-0" 4'-0" 6'-0"

0 1'-0" 2'-0" 3'-0"

THIS ENTIRE SHEET INVOLVES

WORK ASSOCIATED WITH

DEDUCTIVE ALTERNATE #1

FIRST FLOOR

100.00

EAVE

110.00

ABCDF EG

FIRST FLOOR

100.00

EAVE

110.00

A B C D FE G

FIRST FLOOR

100.00

EAVE

110.00

14 23

FIRST FLOOR

100.00

EAVE

110.00

1 42 3

4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

A

S la rr y tr a v is

.r v t

/2

/2

:5

:2

P M

1/8" = 1'-0"

10052369

TERRA L. MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

A5.2

STORAGE BUILDING

ELEVATIONS

944 S. State Highway M149 Manistique, MI 49854-8922

HDRE_ALL_DISCIPLINES.rte

A5.1 1/8" = 1'-0"

2 WEST ELEVATION

A5.1 1/8" = 1'-0"

1 EAST ELEVATION

A5.1 1/8" = 1'-0"

4 NORTH ELEVATION

A5.1 1/8" = 1'-0"

3 SOUTH ELEVATION

KEYNOTES

1 UNINSULATED METAL WALL PANEL

2 METAL ROOF PANELS

3 CONTINUOUS RIDGE VENT

4 PREFINISHED METAL SECTIONAL OVERHEAD DOOR

(MANUALLY OPERATED)

5 DOOR AS SCHEDULED

6 ROOF EDGE FLASHING.

0 4'-0" 8'-0" 16'-0"

0 4'-0" 8'-0" 16'-0"

0 4'-0" 8'-0" 16'-0" 0 4'-0" 8'-0" 16'-0"

GENERAL NOTES:

1. REFER TO GENERAL NOTES ON A5.1

THIS ENTIRE SHEET INVOLVES

WORK ASSOCIATED WITH

DEDUCTIVE ALTERNATE #1

S

S C

H E

D U

L E

D

A

AS SCHED.

B

DOUBLE FLUSHSINGLE FLUSH

A S

S C

H E

D U

L E

D

C

AS SCHED.

M F

R S

T D

MFR. STD.

A S

S C

H E

D U

L E

D

AS SCHEDULED

SECTIONAL OVERHEAD DOOR

D

A S

S C

H E

D U

L E

D

AS SCHEDULED

2" AS SCHED 2"

A S

S C

H E

D

MATERIAL

A FIBERGLASS REINFORCED PLASTIC (FRP)

FINISH

B GALVANIZED STEEL

GC FACTORY APPLIED GELCOAT

COMMENTS:

1. DOOR HARDWARE FURNISHED AND INSTALLED BY OVERHEAD DOOR MANUFACTURER

2. INSULATED DOOR

3. DOOR PROVIDE BY POST FRAME BUILDING SUPPLIER ,SEE SPEC 13 34 00

4. UNDERCUT DOOR 3/4"

5. PROVIDE ELECTRIC MOTOR OPERATOR, COORDINATE WITH ELECTRICAL.

6. MANUALLY OPERATED O.H. DOOR

F FACTORY FINISH

P PAINTC HOLLOW METAL

FLOOR

C SEALED CONCRETE

BASE

N NONE

WALL

CMU1 CONCRETE MASONRY - PAINTED

CEILING

F FIBERGLASS FORCED PLASTIC PANEL

COMMENTS:

1. 1 HR FIRE SEPARATION REQUIRED AT CEILING

2. STORAGE BUILDING BY POST-FRAME SUPPLIER, SEE SPEC 13 34 00

MP METAL WALL PANEL

PREFINISHED METAL WALL

PANELS

PREFINISHED METAL

FLASHING WITH 1/2" DRIP

EDGE (MATCH WALL PANELS)

COORDINATE ANCHORING

WITH WALL PANEL

MANUFACTURER

BACKER ROD AND

SEALANT BOTH SIDES OF

FRAME

DOOR FRAME

DOOR AS SCHED.

8" BOND BEAM, REFER

TO STRUCTURAL

CONCRETE

MASONRY WALL

/4

PROVIDE BULLNOSE

BLOCK AT HEAD AND

JAMBS (TYPICAL)

THROUGH WALL FLASHING

1" 7 3/4"

THERMALLY BROKEN

GALVANIZED METAL "Z"

FURRING

RIGID INSULATION

FLUID APPLIED VAPOR

BARRIER

BACKER ROD AND

SEALANT BOTH SIDES OF

FRAME

DOOR FRAME

CONCRETE

MASONRY WALL

ALUMINUM THRESHOLD

BELOW

PROVIDE BULLNOSE

BLOCK AT END JAMBS

(TYPICAL)

DOOR AS SCHED.

WALL PANEL CLOUSURE

PREFINISHED METAL JAMB

CLOSURE TRIM EXTEND

BEHIND DOOR FRAME

PREFINISHED METAL WALL

PANELS

THERMALLY BROKEN "Z" GIRT

RIGID INSULATION

S.S. THROUGH WALL

FLASHING

FLUID APPLIED VAPOR

BARRIER

NOTES:

1. SEE STRUCTURAL FOR LINTEL SIZE AND VERTICAL WALL REINFORCING.

1"

CONCRETE

MASONRY WALL

SINGLE WYTHE WALL

HORIZONTAL…