22438 MDNR PRD Standard Toilet Shower Building.pdf

PDF 3 MB Posted Oct 19, 2022

Attached to: 751/22438. ABG; Muskallonge/ Tahquamenon SPs - ARPA Imprvmnts
Solicitation number: RFP - 171 - 220000003206
Issued by: Luce County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is an architectural design specification for the Straits State Park Shower Building Improvements project in St. Ignace, Michigan. The project is overseen by the Michigan Department of Technology, Management and Budget State Facilities Administration Design and Construction Division. The design details a 60'8" by 46'0" concrete masonry unit (CMU) shower and bathroom facility with porches, including utilities and storage spaces. The facility features sinks, toilets, urinals, showers, drinking fountains, and other accessories. The design includes exterior elevations, floor plans, and construction details. This project is part of a larger ARPA-funded improvements effort across Muskallonge and Tahquamenon State Parks, referenced as contract 751/22438.

The contractor will be responsible for constructing the facility per the provided design specifications. Pricing and other commercial terms are not included in this architectural document. The project is funded through the American Rescue Plan Act (ARPA) and will be competitively bid. Key bid dates, awarded contractor, and contract duration are not specified in this design package.

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Other files

File	Type	Posted
22438 Tahquamenon Falls State Park Map.pdf	PDF	Oct 19, 2022
22438 Billable Rate.pdf	PDF	Oct 19, 2022
SAMPLE Billable Rate Contract (Rev 220207).pdf	PDF	Oct 19, 2022
22438 Addendum 1.pdf	PDF	Oct 19, 2022
Addendum 2 22438.pdf	PDF	Oct 19, 2022
22438 Muskallonge State Park Map.pdf	PDF	Oct 19, 2022
22438 ProjectStatement.pdf	PDF	Oct 19, 2022
22438 2015 Muskallonge MDOT Scoping Report.pdf	PDF	Oct 19, 2022

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From: Keith Cheli To: Cheli, Keith (DNR) Date: Wednesday, September 21, 2022 9:11:00 AM

CAUTION: This is an External email. Please send suspicious emails to abuse@michigan.gov mailto:northcheli@gmail.com mailto:CHELIK@michigan.gov goschkaa Text Box MDNR PRD Stanard Toilet Shower Building

PORCH A

1'-4" 10'-4" 1'-4"1'-4" 1'-4"10'-4"5'-8"

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

1'-

24'-0"

1'-

7' -8

9'-8"

5'-0"

1'-

1'-4"1'-4" 10'-4"1'-4" 10'-4"

24'-8"

3'-4"5'-4" 7'-4"3'-4"

7'-4"

3'-0"

7'-4"

2' -8

31'-4"

2' -8

1'-

2' -8

1'-

7'-4"

2' -0

1'-

8"8" 7'-4"

2' -8

1'-

2' -8

1'-

2' -0

1'-

2' -8

1'-

2' -8

1'-

2' -8

1'-

5'-8"4'-8"4'-8"8"5'-8"

3'-4"8"

24'-0"

7' -0

6'-0"1'-4"

1'-8"3'-4"1'-8"

1'-

7'-0"

1'- 2"

3'-4"

1'-

PORCH B

PORCH C

MEN'S

WOMEN'S

FAMILY/ADA

LAVATORY

ADA UNISEX

SHOWER

UNISEX

SHOWER

UNISEX

SHOWER

F.D.

H.B.

3" F.D.

2 1

33 3

7TYP.

7 TYP.

106B

110109108107

106A 104105

25 25

F.D.

F.D.F.D. F.D. F.D.

F.D.

A 4

A401

1 1 1

34 34 34 34

A401

A 4

2 2

F.D.

ADA UNISEX

SHOWER

UTILITIES AND

STORAGE ROOM

A401

CJCJ

CJ CJ

0" 0"

0"0"

-.83"

0"0"

-.37"

-.95"

-1.08"

-.75"

-.83"

-.89"

-.91" min.

4" / ft.

(typ.)

m in

1/ f t

(t y p m in

1/ f t

(t y p

0" c.j.

0"0"

-.37

30 30 30

30303030 m in

1/ f t

(t y p min.

1/4" / ft.

(typ.)

min.

1/4" / ft.

(typ.)

m in

1/ f t

(t y p m in

1/ f t

(t y p

31 31 31

A401

-.37"-.37"

-.66" -.58" -.66"-.58"

30 30

303030

-.89"

-1.08"

A401

0" -.91"

-.75"

7' -0

2' -4

1 6"x6" SOLID CEDAR hand hone

WOOD COLUMN ON 16" X 16" MASONRY

COLUMN BASE AND PRE-CAST CAP.

STAIN WOOD COLUMN. see det.

#c/s201.

4" REINFORCED CONCRETE SLAB

SIDEWALK. SLOPE SIDEWALK AWAY

FROM BUILDING AT MIN. 1/4" PER 1'-0".

ALUMINUM DOOR AND FRAME.

ALUMINUM WINDOW UNIT see sheet a601 for more information.

DRINKING FOUNTAINS, provide 1/4" STEEL mounting plate on inside matching exterior mounting plate.

wall mounted hand dryer MOUNTED ON 1/4" solid surface splash guard.

18" X 36" wall mounted mirror. 1 per sink (typ.)

SOLID SURFACE COUNTERTOP WITH

SPLASH AND integrally sinks SEE

DET. #6/A401.

soap dispensers.

wall hooks SEE INTERIOR ELEVATIONS a501 FOR LOCATIONS

AND MOUNTING HEIGHTS.

toilet partitions.

WALL MOUNTED URINAL.

WALL MOUNTED URINAL SCREEN.

WALL MOUNTED TOILET.

toilet paper dispenser mounted To wall or partition.

36" horizontal grab bar.

42" horizontal grab bar.

18" vertical grab bar.

fold-up wall mounted changing table. mount 34" max. to top of table surface

Sharp OBJECT DISPOSAL - WALL

MOUNTED.

SANITARY NAPKIN DISPENSER - WALL

MOUNTED.

wall mounted HOSE REEL.

WALL MOUNTED MOP RACK AND

SHELF. MOUNT SHELF 6'-0" A.F.F. TO

TOP OF SHELF.

MOP SINK.

barrier free roLL-in shower seat.

48" horizontal grab bar.

30" GRAB BAR

36" X 12" WALL MOUNTED STAINLESS

STEEL FIXED BENCH with perforated top.

24" horizontal towel bar. mount at 36" a.f.f.

CONTROL JOINT. reference detail on s101.

4" REINFORCED CONCRETE ON

COMPACTED BASE. PROVIDED

POSITIVE DRAINAGE TO FLOOR

DRAINS.

INDICATES LINE OF 12" CONCRETE

BLOCK FOOTING wall BELOW.

indicates line of 8" concrete block wall.

INDICATES WALL MOUNTED SHOWER

UNIT. see sheet a501 for height

STAINLESS STEEL SINK - REFER TO

PLUMBING PLANS

FLOOR MOUNTED WATER HEATER

CONSTRUCTION NOTES

A. all dimensions are from face of block to face of block or faced of finished material to face of finished material..

B. FOR MOUNTING HEIGHTS REFER TO INTERIOR

ELEVATIONS AND SHEET CS101.

C. refer to sheet a601 for accessories schedule. GENERAL CONTRACTOR TO

INSTALL ALL OWNER SUPPLIED ITEMS.

D. all exposed concrete block corners to be bullnose as indicated on plans. if block does not come with bullnose corners then bullnose will need to be completed in field to match standard CMu Bullnose.

E. grout block solid below grade to first course above grade, above all openings, top course and at mounting locations for bench's and changing table.

F. concrete block headers are to be lintel block or concrete lintel. bottom face to be solid.

G. general contractor to require the coordination between all trades to provide a proper floor finish and drainage.

GENERAL NOTES

WALL TYPES

8" insulted CONCRETE BLOCK W/ #4 @ 40" O.C.

HORIZ WITH HORIZ REINFORCING @ 16" O.C.

VERT.(OMNI Block), SEE DETAILS SHT. S301 (SEE

EXTERIOR ELEVATIONS FOR FINISHES)

REFER TO SHEET A601

WINDOW TYPES

2 8" CONCRETE BLOCK W/ #4 @ 40" O.C. HORIZ

WITH HORIZ REINFORCING @ 16" O.C. VERT.

(INTERIOR WALLS)

REFER TO SHEET A601B

EXTERIOR BRICK

REFER TO PROJECT SPECIFICATIONS FOR

MORE INFORMATION

Floor slopes to floor drains are to meet the requirements of the Michigan Plumbing Code and the American with Disabilities Act. Positive water drainage to drain be maintained and accessibility considerations are to be met to the best of the contractor's ability

Slope percentages and distance of fall shown on drawings are approximate and field conditions will alter these dimensions and slope percentages. Floor conditions to be confirmed in field by the general contractor and sub-contractor to verify that the code requirements are met. Any discrepancies shall be identified, and the Owner's project representative notified prior to any floor grinding.

Michigan Plumbing Code requires shower floors to be sloped (2-percent slope) per IPC 416.5.2

ADA requirements that maximum cross slope is 1:48 (2-percent slope) per ICC A117.1-2009 Section 403.3

Notes Regarding Floor Slab Sloping to Drains

FLOOR PLAN

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

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O R

CONCRETE SLAB PLAN

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

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257 break metal

6x6 column limestone cap.

SPLIT FACE CMU

(1) course smooth face concrete block.

snap seam metal roof (beyond).

sink with side board.

(beyond).

alum. door and frame.

SPLIT FACE CMU

110 109 108 107 break metal bevel cedar siding

GALV. METAL GUTTER AND

DOWNSPOUT.

6X6 POST

5 1/2

5 1/2 m.l. wrapped with cedar.

SPLIT FACE conc. block.

1X4 cedar TRIM

C .J

8" dia. hand hone cedar log posts.

limestone cap.

SPLIT FACE CMU

snap seam metal roof

BREAK METAL

6x6 column limestone cap.

SPLIT FACE CMU

alum. window with vent.

snap seam metal roof

(1) concrete smooth face conc. block.

106B

BREAK METAL

split face conc. Block.

A A AB B B B

C .J

C .J snap seam metal roof (beyond).

limestone cap.

SPLIT FACE CMU

snap seam metal roof (beyond).

6x6 column limestone cap.

SPLIT FACE CMU

wall mounted sink with backsplash. mounted on smooth face block alum. windows.

split face concrete block.

electrical outlet w/ locking cover

BREAK METAL

WOOD VENT WITH

EXTERIOR INSECT SCREEN.

GALV. METAL GUTTER AND

DOWNSPOUT.

5 1/2

5 1/2 m.l. wrapped with rough sawn cedar.

(1) course smooth face concrete block.

bevel cedar siding

1X4 TRIM

BBBAA AA

C .J break metal fascia

6x6 column limestone cap.

SPLIT FACE CMU

snap seam metal roof (beyond).

WOOD LOUVER wall vent.

with removable screen (beyond).

smooth conc. block.

wall sink (beyond).

hi/lo drink fountains mounted on smooth concrete block conc. block.

SPLIT FACE CONCRETE

BLOCK.

104106A105

M.L. WRAPPED WITH 1X

ROUGH SAWN CEDAR.

5 1/2

Alum. door bevel cedar siding

1X4 TRIM

break metal fasica simpson beam to column ties APVl4 or approved equal (typ.)

simpson beam to column ties APVt4 or approved equal (typ.)

C .J

DOWNSPOUT, SEE DETAIL A201

aluminum window unit- refer to window schedule double 2X8 top plate

1X wood trim - flush or proud of block.

tongue and groove wood siding concrete masonry bond beam

BREAK METAL

5/8" roof sheathing

2X10 rafter framing @ 16" o.c.

bird mouth at top plate ice and water shield pre-finished metal roofing

5 1/2 hurricane ties at each rafter

CONT. 2X10

R-30 (9 1/2") FACED

FIBERGLASS INSULATION.

1/2" anchor bolts @ 6'-0" o.c. or straps per manf. requirements.

CONTINUOUS SEALANT

each side aluminum window unit

- refer to window schedule

2x pt blocking set in solid grout.

8" concrete masonry unit slope 1/8"/ft

BULLNOSE EDGE CMU

ON INSIDE

break metal secured under window. fully adheared (match window color) aluminum window unit continuous sealant typical each side cont. #4 reinf. grout solid. (typ.)

8" concrete masonry jamb unit at all openings. W/ BULL

NOSE CORNER ON INSIDE

PROVIDE bullnose EDGE aluminum threshold aluminum door and frame continuous sealant typical each side

8" concrete masonry jamb unit at all openings. W/ BULL

NOSE CORNER ON INSIDE

cont. #4 reinf. grout solid. (typ.)

PROVIDE bullnose EDGE aluminum door and frame concrete lintel or lintel block with solid bottom.

WOOD LOUVER

W/ REMOVABLE INSECT

SCREEN

continuous sealant typical each side

SHIM AS NEEDED

bullnose edge.

METAL DUCT WORK.

SEAL PERIMETER

continuous sealant typical each side

1/2" anchor bolts @ 6'-0" o.c. or straps per manf. requirements.

concrete aluminum door and frame

2" expansion joint concrete masonry unit foundation wall refer to structural

REINFORCED CONCRETE

SLAB ON GRADE, REFER

TO STRUCTURAL

sweep

INTERIOREXTERIOR

PROVIDE bullnose EDGE

ALUMINUM THRESHOLD

WEST ELEVATION

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

SOUTH ELEVATION

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

NORTH ELEVATION

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

EAST ELEVATION

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

R E

N S

2 WINDOW SILL

SCALE: 1-1/2"=1'-0"A301 A301

1 WINDOW HEAD

SCALE: 1-1/2"=1'-0"A301 A301

3 WINDOW JAMB

SCALE: 1-1/2"=1'-0"A301 A301

4 DOOR JAMB

SCALE: 1-1/2"=1'-0"A301 A301

5 DOOR HEAD

SCALE: 1-1/2"=1'-0"A301 A301

6 DOOR THRESHOLD

SCALE: 1-1/2"=1'-0"A301 A301

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AutoCAD SHX Text

3'-4" A.F.F. @ TYPE B

AutoCAD SHX Text

6'-0" A.F.F. @ TYPE A

AutoCAD SHX Text 7'-4" A.F.F.

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

5.5

12" CONC. BLOCK

FOUNDATION WALL.

12" X 24" STRIP FOOTING.

8" split face omni CONC.

BLOCK

METAL ROOFING ON ice and water shield ON 5/8" Roof SHEATHING ON 2x10

RAFTERS @ 16" O.C.

(2) 2x8 top plates.

BREAK METAL

2x10 rim board.

4" POLISHED AND SEALED

concrete slab. see a101 for slope solid surface counter top with integral sink.

1x T&G mich. white cedar paneling on 2x4 @ 16" o.c.

aluminum door and frame.

WD LOUVER vent with removable insect screen (beyond). vent to be covered with duct work and sheet metal. (frame per order vent.) min. size 35w x 38h with 5/12 slope.

1x T&G mich. white cedar paneling. on ceiling.

OPP

A401

A301

A401 hurricane ties at each rafter

2x12 RIDGE BOARD WITH

SIMPSON STRONG TIE: LRU28Z

AT EACH 2X10 RAFTER.

2x10 blocking AT 1/3 points 8' O.C. max.

paint exposed wood.

OPP

1/2" plywd. underside of rafters (paint).

r-30 faced fiberglass insulation.

split face block grout solid.

2x8 top plate.

8" CONC. BLOCK.

8" SMOOTH FACE CMU

8" SMOOTH FACE CMU8" SMOOTH FACE CMU

8" SMOOTH FACE CMU

2X4 @ 16" O.C. STAGGERED

STUD WALL FLUSH W/ BLOCK

BOTH SIDES

6"x6" post

1x T&G mich. white cedar paneling secured to roof rafters.

aluminum door bevel cedar siding break metal fascia 2x10 RAFTERS @ 16" O.C.

cedar trim.

2x top plate beyond.

2X4 LOOKOUTS @ 24' O.C.

1x rough sawn wood trim over (2) 5 1/2" m.l. -provide chase for electrical wiring for lightings.

slope top 1/4"/ft.

1x T&G mich. white cedar paneling secured 2x4 @ 16" o.c.

3x4 rough sawn cedar trim.

r-30 face fiberglass insulation.

column base see detail #c sht. s201 for more information.

hanger beyond for m.l.

SIMPSON STRONG TIE:

WP3.12X SPECIAL ORDER

E S201

METAL ROOFING ON ICE

WATER SHIELD ON 5/8" ROOF

SHEATHING ON 2x10

RAFTERS @ 16" O.C.

2X4 @ 16" O.C. STAGGERED

STUD WALL FLUSH W/ BLOCK

BOTH SIDES

2x top plate beyond.

continuous sealant where mop sink abuts wall mop sink, refer to plumbing plans.

CONCRETE SLAB -

REFER TO

FOUNDATION PLAN

8" c.m.u. wall

4" SOLID SURFACE

BACKSPLASH.

SEALANT.

3/4" EXTERIOR

GRADE PLYWD.

SUBSTRATE

hAFELE WORK

SURFACE BRACKETS,

HEBGO, STEEL

(287.44.961) pipe insulation kit.

1/4" plate with thru bolts.

NOTE:

INSTALL PER DETAIL

NO ALTERNATIVES.

1/4" EXPANSION JOINT

12X22 ex. DUCT

METAL ROOFING ON ice and water shield ON 5/8" Roof SHEATHING ON 2x10

RAFTERS @ 16" O.C.

1x4 rough sawn wood

TRIM.

2x4 box header.

8" omni CONC. BLOCK.

2X6 JOISTS @ 16" O.C.

ROOFING FOR GABLE

OVERLAY

2X4 GABLE END WALL

r-30 faced fiberglass insulation.

WOOD LOUVER WITH CUSTOM

REMOVAL EXTERIOR BUG

SCREEN.

(2) 1 3/4" X 7 1/4" M.L. RIDGE

UNISTRUT P1001 SECURED TO

UNIT AND UNISTRUT.

UNISTRUT P1001 BEARING on

AND SECURED TO BLOCK.

(CUT PLATE AS REQUIRED)

HORIZONTAL FURNACE.

energy recovery unit.

supported by uni-strut verify mounting with manf.

B S201

PLAN VIEW

CMU

2X4 P.T. WOOD

BLOCKING SET

IN SOLID GROUT

AT MOUNTING

LOCATIONS FOR

BENCHES.

grout solid

DRAINAGE

MATERIAL

PAN FLASHING

SYSTEM (WEEP

INSTALLED FLUSH)

INTEGRAL WATER

REPELLANT (IN CMU

AND MORTAR) AND

A POST-CLEANING

FIELD APPLIED

WATER REPELLANT

weeps @ 32" o.c.

min.

SELF LEVELING

CAULK

1/4" EXPANSION

JOINT

GROUT SOLID

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1 BUILDING SECTION

SCALE: 1/2"=1'-0"A401 A101

G S

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7 SECTION AT PORCH A

SCALE: 1/2"=1'-0"A401 A101

8 SECTION AT PORCH B

SCALE: 1/2"=1'-0"A401 A101

5 FLASHING/WEEPS

SCALE: 1-1/2"=1'-0"A401 A401

6 COUNTER / MOP SINK CURB

SCALE: 1-1/2"=1'-0"A401 A101

9 BENCH / SHOWER / ETC.

SCALE: 1-1/2"=1'-0"A401 A401

TYP. WALL BLOCKING DETAIL /

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners

File details come from the government source that posted it. Updated Apr 3, 2024.