Dewey Cannon Park, Public Restroom Plans

Page 1

MAPLE STREET

SCOPE OF WORK

- PLANS FOR A TWIN STALL BATHROOM SHELTER TOTALING (180 SQFT) SITED ON THE NORTH WESTERN CORNER OF DEWEY CANNON PARK, THREE OAKS MICHIGAN. MEASURES HAVE BEEN TAKEN TO ENSURE FULL ACCESSIBILITY AND EASE OF USE, BY THE PUBLIC, FOR WHOM IT IS DESIGNED.

- UNCONDITIONED BY DESIGN, FOR SAKE OF COST RELETIVE TO PROSPECTIVE USE, THE SHELTER TRADES ACTIVE CLIMATE CLIMATE CONTROL FOR PASSIVE MEATHODS. REFLECTIVE INSULATED WALLS MAKE UP THE NORTH AND SOUTH EXPOSURES TO MITIGATE EXCESSIVE SOLAR HEAT GAIN. HEAVY THERMAL MASS OF THE MASONRY EAST AND WEST WALLS WILL FURTHER WORK TO FLATTEN TO DAILY TEMERATURE CURVE, COOLING DURING THE DAY AND WARMING AT NIGHT.

- PLUMBING WILL REQUIRE SUPPORTIVE WINTERIZATION PROTOCALS PERFORMED BY ABLE MINDED MUNICIPAL STAFF. PLUMBING LAYOUTS TO BE MINDFUL OF PROPER CLEANOUT PLACEMENT.

SHEET LIST

A - 100 COVER SHEET & SITE PLAN

A - 101 FLOOR PLAN

A - 102 FOUNDATION PLAN & FOOTING DETAIL

A - 103 ROOF PLAN & BEAM DETAIL

A - 301 ELEVATIONS

A - 302 SECTIONS

A - 501 MASONRY DETAIL

A - 504 FACIA & WALL DETAIL

P - 601 PLUMBING

E - 602 ELECTRICAL

BOARD PRESIDENT: LINDSEY CLEMENTS VILLAGE PRESIDENT: RICHARD SMITH VILLAGE MANAGER: DAN FALKNER DESIGN INTERN: AIDAN SULLIVAN DEWEY CANNON DRIVE
1/16" = 1' 1/16" = 1' A - 100 SCHOOL OF AMERICAN MUSIC SAM
DEWEY CANNON PARK RESTROOM ITERATION: III DRAWN 7.2.23 REVISED 8.3.23 FOR REVIEW 8.7.23
SITE
PLAN

FLOOR PLAN

GENERAL NOTES:

- SCOPE INCLUDED (2) SINGLE OCCUPANCY TOILET STALLS FLANKING A SHARED BREEZWAY CORRIDOR WHICH TERMINATES AT (1) HANDWASHING STATION ON WEST WALL.

* SEE SHEET (A 502) FOR HANDWASH BASIN AND WATER REFILL STATION.

- TOILET 101 & 102 SHARE THE SAME FLOOR AREA.

* 101 TO HOST BABY CHANGING STATION IN NW CORNER.

* 102 DESIGNED TO ADA SPEC, FULL DOOR SWING FOR EASE OF WHEEL CHAIR ACCESS.

2X or 1/2" = 1'

ENLARGED TOILET ROOM PLAN

NOTES

ADA BATHROOM AND WATER CLOSET SPECIFICATIONS (CHAPTER 6 SPECS TAKEN FROM 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

"IN NEW CONSTRUCTION, ACCESS IS REQUIRED TO ALL TOILET ROOMS. HOWEVER, WHERE SINGLE USER TOILET ROOMS ARE CLUSTERED IN ONE LOCATION, AT LEAST HALF FOR EACH USE MUST COMPLY." (EX.4)

"CLUSTERED SINGLE USER TOILET ROOMS (2 MIN) ARE THOSE THAT ARE NEXT TO, OR CLOSE TO, ONE ANOTHER. NO MORE THAN 50% FOR EACH USE WITHIN A CLUSTER MUST COMPLY.

COMPLIANT TOILET ROOMS AND PORTABLE UNITS MUST BE LABELED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY UNLESS ALL ARE ACCESSIBLE." (SEC 213.2 - 216.8)

"FLUSH CONTROLS MUST BE ON THE OPEN SIDE (LEFT HAND IN PLANS) AND, IF HAND OPERATED, COMPLY AS OPERABLE PARTS. SEATS CANNOT BE SPRUNG TO RETURN TO LIFTED POSITION."

"IT IS ADVISABLE, THOUGH NOT REQUIRED, THAT CLEAR FLOOR SPACE BE CENTERED ON THE TOILET FIXTURE."

"STANDARDS DO NOT PROHIBIT LOCATION OF LAVATORIES (SINK) OUTSIDE TOILET ROOMS WHERE PERMITTED BY CODES AND OTHER REGULATIONS."

GRAB BARS

"GRAB BARS ARE REQUIRED TO BE MOUNTED ON THE WALLS BESIDES AND BEHIND THE WATER CLOSET. THEY CAN BE SEPERATE OR CONTINUOUS. WHEN RETURNED TO WALLS THE LENGHT IS MEASURED TO THE CENTERLINE OF THE RETURN, CONSISTANT WITH INDUSTRY PRACTICE." (SEC 604.5)

DOORS

"DOORS CAN SWING INTO FIXTURE CLEARENCES IN SINGLE-USER TOILET ROOMS WHERE UNOBSTRUCTED WHEELCHAIR SPACE IS AVAILIBLE BEYOND THE DOOR SWING." (SEC 603.2.3)

TURNING SPACE

"TURNING SPACE IS REQUIRED IN THE ROOM AND CAN BE PROVIDED AS A 60" DIAMETER CIRCLE OR T-SHAPED SPACE. DOORS CAN SWING INTO THE TURNING SPACE." (SEC 304)

A 1/4" = 1' A - 101 2' 1" 1'6" ROOF OUTLINE 8" 8" 6' - 0" 1'6" 8' 4" 8' 4" A 24' 0"
7' 1" 7'8" TOILET
101
ROOM
7'8"
1/4" = 1'
A 501 / A
8" 3' X 1' X 6' 1
STORAGE CLOSET
BOARD PRESIDENT: LINDSEY CLEMENTS VILLAGE PRESIDENT: RICHARD SMITH VILLAGE MANAGER: DAN FALKNER DESIGN INTERN: AIDAN SULLIVAN *SEE P 601 SEE FACIA DETAIL (A - 504) *SEE DETAIL A 504 B 6'8" *WALL MOUNT TRASH BIN 8"X2' (SEE SCHEDULE) 60" TURNAROUND 1'-6" 2'8" DEWEY CANNON PARK RESTROOM BREEZEWAY 1' - 6" RADIUS = 7' 8" SEE MASONRY DETAIL ON SHEET A 501 WEST ELEVATION - KEYED 1/4" = 1' 9' B 1'6" 7'6" 9' 10'10" 1'6" 10'8" A - 101 ITERATION: III DRAWN 7.2.23 REVISED 8.3.23 FOR REVIEW 8.7.23 7'6" 9' TOILET ROOM 102 (ADA SPEC) SEE A -101 3 9' 9' 2"
1/4" = 1' 1/4" = 1' 1'6" 1/4" = 1' 1'3" BOARD PRESIDENT: LINDSEY CLEMENTS VILLAGE PRESIDENT: RICHARD SMITH VILLAGE MANAGER: DAN FALKNER DESIGN INTERN: AIDAN SULLIVAN 1A B A-103 1'2" 11' - 7" 1'5" 11' - 7" 1'1" BEAM 1'4 3/4" 1'4 3/4" 1' 6" A 1 A-103 FOOTING TRENCHES BACKFILLED WITH 4" (RCA) GRADE 2, COMPACT AS NEEDED. COMPLETE PERIMETER FORMWORK, WITH 45 DEG CHAMFER. (SEE SHEET A - 502 FOR SPEC) AVG SOILD BEARING CAPACITY 1500 PSF WITH FROST LINE AT 42" DEPTH 11' - 7" 8" ROOF FRAMING PLAN BEAM 1/4" = 1' 9' 2 1' 8" A 1/4" = 1' A - 103 11' - 7"
2'5" 1 1'4" 1'4" 1'4" A-103 1 A-103 6' - 8" O.C. A O.H. 12'0" O.H. B 9' ITERATION: III DRAWN 7.2.23 REVISED 8.3.23 FOR REVIEW 8.7.23 B A-103 DEWEY CANNON PARK RESTROOM 1/4" = 1'
NOTES
BOARD PRESIDENT: LINDSEY CLEMENTS VILLAGE PRESIDENT: RICHARD SMITH VILLAGE MANAGER: DAN FALKNER DESIGN INTERN: AIDAN SULLIVAN

MASONRY COURSE DETAIL

CORRIGATION & GLASS BLOCK INTERFACE

ARCH ABUTMENT PLINTH CONNECTION

A-501
8"
PLINTH INSULATION (R-25) 8" ITERATION: III DRAWN 7.2.23 REVISED 8.3.23 FOR REVIEW 8.7.23 1/2" MORTAR JOINT (RAKED TO INSET PROFILE) DOUBLE WYTHE STINGCOURSE (SEE MATERIALS SCHEDULE) 4" *INTERIOR 1'5" C B GLASS BLOCK (8X8) CAST IN PLACE WATER TABLE (MONOLITHIC CAST WITH FLOOR) A-501 STANDARD CMU BLOCK (UNFILLED) (SEE MATERIAL SCHEDULE) B 1/2" MORTAR JOINT 1.5" 10" 0' 0" 1" C A 0' 0" 2" = 1' *EXTERIOR DEWEY CANNON PARK RESTROOM BOARD PRESIDENT: LINDSEY CLEMENTS VILLAGE PRESIDENT: RICHARD SMITH VILLAGE MANAGER: DAN FALKNER DESIGN INTERN: AIDAN SULLIVAN 2" = 1' GALVANIZED STUD CORIGATED METAL 6" 10.5" SILICONE BEAD 3/4" CORIGATED METAL RETAINER STRIP (HORI) RETAINER STRIP (VERT) KING STUD STRINGCOURSE 1" SILL PLATE CAPILARY BREAK A-501 SEE FOUNDATION PLANS (A 102/A)
=
A
2"
1'
9.5" * GENERAL NOTES
( A-A-B) PATTERN
- ALL MORTAL
THICKNESS
HORIZONTAL
- VERTICLE MORTAL
FLUSH 2" = 1' .75" A - 501 1.75"
-
TO BE FOLLOWED UP ENTIRE WALL
JOINTS 1/2"
-
MORTAR JOINTS TO BE UNIFORM 1/4" RAKED
JOINTS RAKED

INLINE WATER HEATER

PLUMBING

NOTE NOTES

1 CHASE EXISTING 1/2" (CPVC) WATER SERVICE LINE, AND 1" (CPVC) BLACKWATER RETURN, FROM EXISTING METER WITH NEW 1" SUPPLY AND 3" RETURN.

A. SERVICE AND RETURN LINES TO BE INSTALLED PRIOR TO ASSEMBLY OF THE RAFT FOUNDATION TO ENSURE PROPER FALL CLEARENCES.

PENETRATION OF FOOTINGS ALLOWED.

B INSTALL NEW SERVICE AND RETURN LINE. SERVICE LINE SIZING TO ACCOMODATE 4 GPM FLOW AND BLACKWATER RETURN TO BE STANDARD 3" ID.

2 ALL LINES TO SURFACE ON WESTERN EDGE OF BREEZWAY.

A. SUPPLY LINE TO HAVE BALL VALVE SHUTOOF AND DRAIN COCK FOR WINTERIZATION.

B. "T" OFF ABOVE DRAIN POINT TO CREATE SEPERATE TOILET AND WASHBASIN CIRCUTS. (INSTALL BALL VALVE FOR EACH)

C. "T" OFF TOILET CIRCUT INTO (2) 1/2" COLD WATER LINES. INSTALL PEX-TO-BRAIDED FLEX LINE ADAPTER. INSTALL 1/2" BRAIDED FLEX LINE FROM ADAPTER TO TOILET INPUT.

D. "T" OFF WASH BASIN CIRCUT STEPPING DOWN FROM 1" ID TO TWIN

1/2" ID PEX LINE. ROUT ONE END (COLD WATER LINE) TO SINK AND WATER

BOTTLE FILLER (SEE PLUMBING SCHEDULE) ROUTE SECOND LINE TO ON DEMAND WATER HEATER (SEE PLUMBING SCHEDULE) AND ONTO WASHBASIN HOT TAP.

3 FOR ALL PEX LINE INSTALLED, MAINTAIN RED COLORATION FOR HOT WATER LINES AND BLUE FOR UNCONDITIONED.

EXISTING METER PIT

EXISTING SUPPLY RETURN

EXISTING WATER FOUNTAIN

NEW SUPPLY / RETURN

BOARD PRESIDENT: LINDSEY CLEMENTS

VILLAGE PRESIDENT: RICHARD SMITH

VILLAGE MANAGER: DAN FALKNER DESIGN INTERN: AIDAN SULLIVAN

P - 601
1/4" = 1'
BOTTLE FILLER WATER SUPPLY
WASHBASIN
III DRAWN 7.2.23 REVISED 8.3.23 FOR REVIEW 8.7.23 1
ITERATION:
BLACK
WATER RETURN
TOILET 1 TOILET 2
1/4" = 1'
DEWEY CANNON PARK RESTROOM

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