2D - Prototype Toilet Shower Bldg Brimley SP 50% Drawings Part 2.pdf

CONSTRUCTION PLANS FOR

MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

Section 4, T.46 North, R.2 West

SUPERIOR TOWNSHIP, CHIPPEWA COUNTY

VICINITY MAP

BRIMLEY STATE PARK

SUPERIOR TOWNSHIP, CHIPPEWA COUNTY, MICHIGAN

LOCATION MAP

3 WORKING DAYS

BEFORE YOU DIG

CALL MISS DIG

1-(800)-482-7171

For free location of public utility lines

R

OR R

Know what's below.

Call before you dig.

FILE NO.: 751/19154.TAP

BRIMLEY STATE PARK

TOILET SHOWER BUILDING IMPROVEMENTS

PROJECT PERMITS

TITLE

TITLE SHEET

CIVIL PLANS

T

C1

NO.

SHEET

TOPOGRAPHIC SURVEY - WEST AREA

C2

C3

C4

TOPOGRAPHIC SURVEY - CENTRAL AREA

TOPOGRAPHIC SURVEY - EAST AREA

T

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C6

DEMOLITION PLAN AND IMPROVEMENT PLAN - WEST AREA

C7

IMPROVEMENT PLAN - CENTRAL AREA

DEMOLITION PLAN AND IMPROVEMENT PLAN - EAST AREA

ARCHITECTURAL PLANS - FOR ALL BUILDINGS

CS 101 MOUNTING HEIGHTS AND GENERAL NOTES

A 101 CONCRETE SLAB PLAN AND FLOOR PLAN

A 201 REFLECTED CEILING PLAN AND ROOF PLAN

A 301 EXTERIOR ELEVATIONS AND DETAILS, STONE BASE - OPTION B

A 401 BUILDING SECTION AND DETAILS

A 501 INTERIOR ELEVATIONS

S101 FOUNDATION PLAN, ROOF FRAMING PLAN AND DETAILS

S201

A 601 SCHEDULES, FINISH PLAN

STRUCTURAL SPECIFICATIONS AND DETAILS

BRIMLEY STATE PARK

Civil Engineer

NF Engineers

46777 Woodward Avenue

Pontiac, MI 48342

Contact: Steven Sutton, P.E.

Phone: (248) 332-7931

Fax: (248) 332-8257

E-mail: ssutton@nowakfraus.com

NF

ENGINEERS

Architect

TDG Architects

79 Oakland Ave.

Pontiac, MI 48342

Contact: Brian S. Gill, A.I.A.

Phone: (248) 874-1420 - Ext. 225

E-mail: bgill@tdgarchitects.com

E101 FLOOR PLAN - POWER AND LIGHTING

E201

M101 FLOOR PLAN - VENTILATION, UNDERGROUND DRAINAGE &

M201 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL RISER AND SCHEDULES

ABOVEGROUND PIPING

C5

DEMOLITION PLAN - CENTRAL AREA

MEP PLANS

WEST AREA

E101 FLOOR PLAN - POWER AND LIGHTING

E201

M101 FLOOR PLAN - VENTILATION, UNDERGROUND DRAINAGE &

M201 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL RISER AND SCHEDULES

ABOVEGROUND PIPING

CENTRAL AREA

E101 FLOOR PLAN - POWER AND LIGHTING

E201

M101 FLOOR PLAN - VENTILATION, UNDERGROUND DRAINAGE &

M201 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL RISER AND SCHEDULES

ABOVEGROUND PIPING

EAST AREA

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NG INSTALLATION - DEDUCTIVE ALTERNATE

WEST AREA IMPROVEMENT PLAN

SCALE 1" = 10'

WEST AREA DEMOLITION PLAN

SCALE 1" = 10'

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CENTRAL AREA DEMOLITION PLAN

SCALE 1" = 10'

SILT SACK FILTER DETAIL

SILT FENCE DETAIL

SECTION VIEW

FRONT VIEW

PLAN VIEW

SECTION A-A

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NG INSTALLATION - DEDUCTIVE ALTERNATE

CENTRAL SITE - CAMPSITE IMPROVEMENTS

CENTRAL AREA IMPROVEMENT PLAN

SCALE 1" = 10'

CONCRETE SIDEWALK SECTION

LIGHT DUTY HMA PAVEMENT SECTION

HEAVY DUTY HMA PAVEMENT SECTION

BUTT JOINT DETAIL

REINFORCED CONCRETE PAVEMENT SECTION

PRECAST CONCRETE BUMPER DETAIL

SIGN POST DETAIL BARRIER FREE PARKING SIGNS

POST-MOUNTED

GRAVEL PAVING SECTION

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Key Map

NG INSTALLATION - DEDUCTIVE ALTERNATE

EAST AREA IMPROVEMENT PLAN

SCALE 1" = 10'

EAST AREA DEMOLITION PLAN

SCALE 1" = 10'

Q L

F

I L

E S

L

B r i m l e y

S

P O f f i c e

C o n s t r u c t i o n

D o c u m e n t s L

E

N G

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D

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O S

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A S

T

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N o w a k a a u s

P

L

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C

ALIGN

DESCRIPTIONSYMBOLS

DESCRIPTION

DESCRIPTION

CONSTRUCTION LEGEND

WALL TYPE

W.P.

EXISTING WALL CONSTRUCTION TO REMAIN.

EXISTING WALL CONSTRUCTION TO BE

REMOVED.

NEW PARTITION

DOORS

EXISTING DOOR TO REMAIN

NEW DOOR & FRAME

DOOR NUMBER, REFER TO DOOR SCHEDULE

LAYOUT WORK POINT

ALIGN NEW WALL SURFACE WITH EXISTING

CONSTRUCTION

This sheet is intended as a general information sheet only.

All items shown may not be included within this document set. Refer to plans, elevations, and /or details for specific items that are referenced.

NOTE:

Elevation identification

Drawing where elevation is drawn

Sheet where section is drawn

Section identification

Section identification

Detail identification

Sheet where section is drawn

Door number

Project North

Drawing descriptor

Drawing scale

Drawing indicator

Height above set datum

Column identification

Partition type identification

Floor indicator

Actual North (If Required)

Detail Symbols

Section Bubbles

Building Section Indicator

Elevation Indicator

Partition Type Indicator

Column Identification & Line

Datum Line

Section Title

North Symbol

Door Number

Room/ Space Number

A301

A301

OFFICE

2nd Floor Elevation

152'-0"

Room number

Room Name

9'-0" A.F.F.

Elevation Height indicator

EXISTING DOOR & FRAME TO BE REMOVED.

9'-0" A.F.F.

CEILING HEIGHT INDICATOR

Sheet where detail came from

Sheet where detail is drawn

Drawing descriptor

Drawing Title

Drawing scale

Wall Section Scale: 3/4"=1'-0"

A701

First Floor Plan Scale: 1/4"=1'-0"

B Material type identification

REVISION BUBBLES

A204

A203

A203

A301 S102

2 3

A301

A302

1'-0" IF DOOR HAS

CLOSER & LATCH

WHEEL CHAIR TURNING AREA

1'-6"

X

X = 36" MIN. IF Y = 60"

X = 42" MIN. IF Y = 54"

Y = 54" MIN. IF DOOR

HAS A CLOSER

(Y

Y 2'-0"

DOORWAY CLEARANCES

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

Barrier Free Clearances

60" DIA.

Y = 48" MIN. IF DOOR

HAS A CLOSER

(Y

) 2'-0" m a x

Top of Fin. Floor or Grade m in

42" 18"9" 9" m in

30 " min.

7'-3" min.

m a x m in

6" max36" min m in

Chase varies by wall material & fixture count

Barrier Free Single Occupancy Toilet Rooms disposal under lav up to 19" max

Top of Fin. Floor or Grade

Top of Fin. Floor or Grade m a x b

.f s ta n d a rd

E.W.C. / Drinking Fountain m in b .f

.c le a r

Mounting Heights General Layout b

.f

Hook

Towel Bar

Mop Strip & Shelf b

.f s ta n d a rd

Shelf m in

Mounting Heights are typical unless noted otherwise on drawings.

Mounting heights are based upon design standards and/ or ADA & Barrier

Free Design requirements. It is intended that like devices be mounted at the same height throughout the entire project. Recessed devices in masonry walls may dictate a deviation (+/- 2") from these heights (when permitted by code) to allow the bottom or the top of the device to align with masonry coursing. Coordinate these deviations with the Architect/ Owner.

b .f s ta n d a rd hand dryer m a x b

.f s ta n d a rd

36" min urinal

Note: turning radius can extend

Paper towel / dispenser/ clear floor space

PER ICC/ANSI A117.1 2009 EDITION

m a x

1. REQUIRED ACCESSIBLE TOILET FACILITIES SHALL COMPLY

WITH MICHIGAN BARRIER FREE CODE, ICC / ANSI-A 117.1 2009

AND THE MICHIGAN PLUMBING CODE.

2. PROVIDE BARRIER FREE ACCESSIBLE TOILET ROOM FOR MEN

AND WOMEN WITH A 32" MINIMUM CLEAR DOOR OPENING

3. WATER CLOSET MUST BE LOCATED 18" TO THE CENTERLINE

FROM THE ADJACENT WALL: THE SEAT MUST BE 17" ABOVE

FINISH FLOOR AND FLUSH CONTROLS NOT HIGHER THAN 36"

A.F.F. MAXIMUM WATER TEMPERATURE AT HAND SINKS.

4. SHALL NOT EXCEED 110 DEGREES FAHRENHEIT. FAUCETS

SHALL BE ADA LEVER OR PUSH-BUTTON TYPE. EXPOSED

WATER & DRAIN LINES TO BE INSULATED.

5. TOILET ROOM ACCESSORIES SHALL BE MOUNTED WITH THE

CONTROLS NO MORE THAN 48" ABOVE THE FLOOR. MIRRORS

SHALL BE INSTALLED NO MORE THAN 40" ABOVE THE FLOOR.

6. PROVIDE SIGNS SHOWING GENDER AND THE INTERNATIONAL

SYMBOL FOR THE HANDICAPPED ON THE EXTERIOR OF THE

ROOM; INSTALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

BARRIER FREE DESIGN NOTES

mirror in stainless stl. frame soap dispenser wall mounted sink insulation on all exposed piping ada sign

PER ICC/ANSI A117.1 2009 EDITION

m in m a x sign mount height

Y = 48" AND X = 12" MIN.

IF DOOR HAS BOTH

LATCH & CLOSER

(Y

1'-10" (X)

4'-10"

A b o v e g r a b b a r

M A X back wall

Standard roll-in-type shower control and hand shower location

16" MIN

27" MAX

Standard roll-in-type shower control and hand shower location back wall end wall end wall

M A X

6" MAX

Control Location

48" toilet paper grab bar dispenser water closet

ADA

6" max

16"-18"

8"

8"

M

IN

12" max42" min to seat hgt. to seat hgt.

ADA

toilet

1-1/2" grab bars 40" sanitary napkin disposal (as req'd) toilet paper dispenser

M

IN

.12" 24"

36"

**higher of the rim or counter top surface.

BRIAN S. GILL - MICHIGAN LICENSE NUMBER: 44896

DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE:

PROJECT INFORMATION

SCOPE OF WORK

THIS PROJECT INVOLVES A TOILET/SHOWER BUILDING

OCCUPANT LOAD (TABLE 1004.1.2)

OCCUPANT LOAD

TOILET AND SHOWER ROOMS: 833 S.F. / 50 = 17

UTILITIES AND STORAGE AREA : 268 S.F. / 300 = 1

TOTAL: = 18

BUILDING TABULATION & CODE INFORMATION:

BASED 2015 MICHIGAN BUILDING CODE

2015 MICHIGAN PLUMBING CODE

2015 MICHIGAN MECHANICAL CODE

2014 MICHIGAN ELECTRIC CODE (incorporating 2017 nec)

BARRIER FREE DESIGN ICC/ANSI A117.1-2010

PROPOSED USE GROUP u = utility (304)

BUILDING AREAS

UTILITIES AND STORAGE AREA 268 S.F.

TOILET/SHOWER ROOMS 833 S.F.

TOTAL AREA 1101 S.F.

CONSTRUCTION TYPE: II B (602)

AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 NO

HEIGHT MODIFICATIONS N.A. 0

ALLOWABLE HEIGHT (TABLE 504.3)

u / IIB = 40'

ALLOWABLE NUMBER OF STORIES (TABLE 504.4)

u / II B = 2 STORY

ALLOWABLE BUILDING AREA fACTOR (TABLE 506.2) u / IIb = 9,000 s.f.

fire separation of occupancies (table 508.4) N.A.

frontage increase (506.3)

FIRE RESISTANCE RATING REQUIREMENTS TYPE V B (TABLE 601)

STRUCTURAL FRAME 0 HR

EXT. BEARING WALLS 0 HR

INT. BEARING WALLS 0 HR

NON-BEARING EXT WALLS 0 HR

NON-BEARING INT. WALLS 0 HR

FLOOR CONSTRUCTION 0 HR

ROOF CONSTRUCTION 0 HR

EXITS

BASED ON MAX OCCUPANT LOAD OF 15 (1006)

REQUIRED DOOR WIDTH: 32" (1005)

NUMBER OF EXITS: 2 (1006)

COMMON PATH OF TRAVEL: 100' (table 1006.2.1) EXIT ACCESS TRAVEL DISTANCE: 200' (tABLE 1017.2)

CORRIDOR WIDTH: 36" (1020)

DEAD END CORRIDOR: NA (1020.4)

GENERAL NOTES

SCALE: NONE

M O

U N

T

IN

G H

E

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H T

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S T

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A L

E A

S T

A R

E

1'-4"10'-0"1'-4" 1'-4"2'-0" 10'-0" 5'-8"

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

1'-

7'-4"

1'-

8"

1'-

7' -8

9'-8"

5'-0"

1'-

1'-

1'-4" 2'-0"10'-0" 1'-4"10'-0"

24'-8"

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

24'-0"

3'-4"

2' -8

31'-4"

/1

2' -8

1'-

2' -8

1'-

1'-

7'-4"

2' -0

1'-

8" 8"7'-4"

2' -8

1'-

1'-

2' -8

1'-

1'-

1'-

2' -0

1'-

1'-

2' -8

1'-

2' -8

1'-

2' -8

1'-

1'-

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

3'-4" 8"

8"

24'-0"

7' -0

4"

5'-10" 1'-8"

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

1'-

7'-0"

3'-4"

8"

7'-4"

8"

1'-

1'-

PORCH A

PORCH B

PORCH C

MEN'S

WOMEN'S

ADA LAVATORY

ADA UNISEX

SHOWER

107UNISEX

SHOWER

UNISEX

SHOWER

ADA UNISEX

SHOWER

UTILITIES AND

STORAGE ROOM

F.D.

3 33

7 TYP.

7 TYP.

106B

110 109 108 107

106A104 105

A

B

B

B

B

F.D.

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

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

A401S

A

A

A

B

B

B

A

A

TYP.

A401S

3 3 3

9 TYP.

28 28

15 18

6 9

A

0"0"

0"

0"0"

0"

0"

0"

0" 0"

-1.75

0" 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"-.5"

-.375"

-1.625"

-1"

-1"

-.5"

0" -1"0"

0"

-.75"-.75"

-1" min.

4" / ft.

(typ.)

m in

1/ f t

(t y p m in

1 4 f t

(t y p

0"

0" c.j.

30 30

4"

0"

0"

0"

0"

0"-.5"

-.375" 0"

0" 0"

0"

0"

0" 0"

0"

0"

0" 0" -.5"

-.375"

0"

0"

0"

0"

0"-.5"

-.375"

30 30

303030

30 30 30 30 m in

1/ f t

(t y p min.

1/4" / ft.

(typ.)

min.

1/4" / ft.

(typ.)

m in

1 4 f t

(t y p m in

1 4 f t

(t y p

A401S

A401S

0"

-1.5"

-.75"

0"

0"

31 31 31

TYP.

TYP.

TYP.

WALL TYPES

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

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

infill open block cores with insulation.

REFER TO EXTERIOR ELEVATIONS FOR MORE

INFORMATION

6x6 wd. post on MASONRY COLUMN

BASE AND PRE-CAST CAP. STAIN

WOOD COLUMN.

4" REINFORCED CONCRETE SLAB

SIDEWALK. SLOPE SIDEWALK AWAY

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

ALUMINUM DOOR w/ vent AND FRAME.

ALUMINUM WINDOW UNIT see sheet a601 for more information.

DRINKING FOUNTAINS

wall mounted hand dryer. mount 48" to dryer controls.

18X36 frameless wall mounted mirror. 1 per sink (typ.)

SOLID SURFACE COUNTERTOP WITH

SPLASH AND undermount sinks SEE

DET. #6/A401

soap dispensers (by owner) wall hooks SEE INTERIOR

ELEVATIONS FOR LOCATIONS AND

MOUNTING HEIGHTS.

toilet partitions.

WALL MOUNTED URINAL.

WALL MOUNTED URINAL SCREEN.

WALL MOUNTED TOILET.

toilet paper dispenser, To wall or partition (BY OWNER.)

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

Sharpe OBJECT HOLDER - WALL

MOUNTED - BY OWNER

SANITARY NAPKIN HOLDER - WALL

MOUNTED - BY OWNER

wall mounted HOSE REEL - BY

OWNER

WALL MOUNTED MOP RACK AND

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

TOP OF SHELF.

MOP SINK.

b.f. roLL-in shower w/ seat and grab bars - SEE DETAIL #9 / a501

48" horizontal grab bar.

30" GRAB BAR

48" X 12" WALL MOUNTED STAINLESS

STEEL FIXED BENCH.

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

CONTROL JOINT.reference detail on s101

4" REINFORCED CONCRETE ON

GRADE. PROVIDED POSITIVE

DRAINAGE TO FLOOR DRAINS.

INDICATES LINE OF 12" CONCRETE

BLOCK FOOTING wall BELOW.

indicates line of 8" concrete block wall. grout center solid.

see sheet s201, detail c

INDICATES WALL MOUNTED SHOWER

UNIT.

STAINLESS STEEL SINK - REFER TO

PLUMBING PLANS

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. REFER TO SHEET CS101 FOR MOUNTING

HEIGHTS AND INTERIOR ELEVATIONS.

C. GENERAL CONTRACTOR TO INSTALL ALL

OWNER SUPPLIED ITEMS.

D. all exposed concrete block corners to be bullnose.

GENERAL NOTES

WINDOW TYPES

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

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

REFER TO SHEET A601A

REFER TO SHEET A601B

FLOOR PLAN

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

C O

N C

R E

T E

S L A

B P

L A

N

A N

D F

L O

O R

P L A

N A

CONCRETE SLAB PLAN

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

J C

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G B

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1 1

8 8

SLOPE 4/12

SLOPE 4/12SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

S

LO

P E

/1

S

LO

P E

/1

S

LO

P E

/1

SLOPE 4/12

SLOPE 4/12

9 12

111111

9 9 9

9 9

111111

1 DASHED LINE INDICATES LINE OF BUILDING OR COLUMN BELOW

PRE-FINISHED snap seam METAL ROOFING with striations

ON SELF ADHESIVE ICE AND WATER SHIELD ON 58" OSB

SHEATHING. ICE AND WATER SHIELD ENTIRE ROOF AREA.

METAL DRIP EDGE.

RIDGE cap.

PLUMBING VENT PENETRATION, FLASH AND SEAL PER

ROOFING MANUFACTURER'S REQUIREMENTS. COORDINATE

EXACT LOCATION WITH PLUMBING CONTRACTOR - PAINT TO

MATCH ROOF COLOR

soffit - 1x TONGUE AND GROOVE SIDING, SECURED TO

UNDERSIDE OF ROOF FRAMING ABOVE. STANDARD FINISH ST-1

5" 26 GA GALV. STEEL CORRUGATED DOWNSPOUT & GUTTER

W/ SPLASH GUARD

WATER HEATERS VENT PENETRATION, FLASH AND SEAL PER

ROOFING MANUFACTURER'S REQUIREMENTS. COORDINATE

EXACT LOCATION WITH PLUMBING CONTRACTOR - PAINT TO

MATCH ROOF COLOR

1x TONGUE AND GROOVE SIDING, SECURED TO UNDERSIDE OF

ROOF FRAMING ABOVE. STANDARD FINISH ST-1

1/2" plywood on 2x10 roof rafter with faced r-30 (9 1/2") insulation between rafters.

indicates column below.

RIDGE LINE

VALLEY RAFTER

VALLEY FLASHING PER MANUFACTURES RECOMMENDATIONS.

LVL'S WRAPPED WITH CEDAR BOARDS

Surface MOUNTED LIGHT FIXTURE

KEY NOTES

5" 26 GA GALV. STEEL

CORRUGATED

DOWNSPOUT & GUTTER

W/ SPLASH GUARD-

color by owner.

grade secure downspout to 36" steel round survey stake.

(color to match gutter) refer to civil drawings for more information.

REFLECTED CEILING PLAN

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

ROOF PLAN

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

R E

F L E

C T

E D

C E

IL

IN

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L A

N

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S

GUTTER AND DOWNSPOUT DETAIL

NOT TO SCALE

louvers at wall beyond metal ridge cap

6x6 column precast pilaster cap split faced concrete masonry pilaster split face concrete masonry units standing seam metal roof alum. door with vent.

break metal (typ.)

wood trim between louvers metal drip smooth face concrete masonry units

15x15 louver wood post split face concrete masonry units

109 108 107110

A401

BREAK METAL (TYP.)

smooth face concrete masonry units

6x6 column precast pilaster cap split faced concrete masonry pilaster smooth face concrete masonry units split face concrete masonry units split face concrete masonry unitsalum. windows.

break metal (typ.)

wood beam & post standing seam metal roof smooth face concrete masonry units

A A

106B

A

B B B B standing seam metal roof

1x6 cedar lap siding.

alum. windows.

6x6 column precast pilaster cap split faced concrete masonry pilaster split face concrete masonry units wood truss break metal smooth face concrete masonry units smooth face concrete masonry units wood beam & post standing seam metal roof electrical outlet w/ locking cover

HOSE BIB

A wall mounted sink with backsplasH ON SMOOTH FACE CMU - coordinate location $ size w/ plumbing contractor

111 B

A

B

A A

B wood louvers at wall beyond metal ridge cap

6x6 column precast pilaster cap split faced concrete masonry pilaster standing seam metal roof wood truss wood trim between louvers metal fascia & drip break metal (typ.)

hi/lo drink fountains w/ smooth face block behind.

104106A105

A401 split faced concrete block.

smooth faced concrete block.

CONTINUOUS SEALANT

aluminum window unit

- refer to window schedule break metal to match window color continuous clear sealant at bottom of ends

2x pt blocking set in solid grout.

8" concrete masonry unit slope

BULLNOSE EDGE CMU ON

INSIDE

aluminum window unit continuous sealant typical each side aluminum sill below

4X4 rough sawn trim rough sawn SIDING on 1X3 furring @ 24" o.c.

break metal to match window color cont. #4 reinf. grout solid. (typ.)

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

NOSE CORNER ON INSIDE

aluminum door and frame continuous sealant typical each side

4X4 rough sawn trim on 1x3 furring.

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

NOSE CORNER ON INSIDE

rough sawn SIDING on 1X3 furring @ 24" o.c.

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

aluminum door and frame offset door as needed to hidden furring strips.

Concrete masonry BOND BEAM

WOOD LOUVER

W/ REMOVABLE INSECT

SCREEN

continuous sealant typical each side

SHIM AS NEEDED

2X4 rough sawn trim on 1X3 furring @ 24" o.c.

bullnose edge.

METAL DUCT WORK.

SEAL PERIMETER

continuous sealant typical each side

4x4 rough sawn cedar trim as required.

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

bullnose edge.

aluminum window unit- refer to window schedule

CONTINUOUS SEALANT

typical each side double 2X8 top plate

1X wood trim stain st-1 tongue and groove wood siding - stain st-1 concrete masonry bond beam

1x12 ROUGH SAWN

FASCIA TRIM

8" roof sheathing

2X10 rafter framing @ 16" o.c.

bird mouth at top plate pre-finished metal roofing ice and water shield 12

3X4 rough sawn trim on 1X3 furring @ 24" o.c.

break metal to match window color corner or one sided bullnose concrete block.

hurricane ties at each rafter

CONT. 2X10

R-30 (9 1/2") FACED

FIBERGLASS INSULATION.

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"

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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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12" CONC. BLOCK

FOUNDAITON WALL.

12" X 24" STRIP FOOTING.

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

RAFTERS @ 16" O.C.

3x4 rough sawn wood frieze.

(2) 2x8 top plates.

rough sawn wood facia.

2x10 rim board.

4" POLISHED AND SEALED

concrete slab.

solid surface counter top with intergal 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. (VERIFY

SIZE IS FIELD - TYP. FOR 4)

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

OPP

A401

A301

A301

A401 hurricane ties at each rafter

2X12 RIDGE BOARD WITH

SIMPSON STRONG TIE: LRU28Z

AT EACH 2X10 RAFTER.

2x10 blocking AT 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.

rough sawn wood fascia

CONCRETE MASONRY

UNIT WALL BELOW

Tongue AND

GROOVE SIDING -

EACH SIDE

WOOD LOUVER

W/ REMOVABLE INSECT

SCREEN ON EXTERIOR

1x6 VERTICAL WOOD

TRIM

2x4 WOOD AT 16" O.C.

CONTINUOUS SEALANT,

EACH SIDE

WOOD LOUVER

W/ REMOVABLE INSECT

SCREEN ON EXTERIOR

2X4 SPACER.

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.

WOOD posts

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

aluminum door with vent.

wood gable end vent with removable exterior insect screen.

1x rough sawn wood facia.

2x10 RAFTERS @ 16" O.C.

cedar trim.

2x4 top plate beyond.

METAL ROOFING ON #15 FELT

ON 1/2" ROF SHEATHING ON

2x10 RAFTERS @ 16" O.C.

1x rough sawn wood trim over (2) 5 1/2" m.l.

slope top 1/4"/ft.

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

rough sawn cedar trim hanger beyond for m.l.

SIMPSON STRONG TIE:

WP3.12X SPECIAL ORDER LIGHT FIXTURE - HIDE WIRING

UNDER TRIM

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

RAFTERS @ 16" O.C.

3x4 rough sawn wood frieze.

(2) 2x6 top plates.

CONTINUOUS (2) 1 3/4 X 7 1/4

M.L. RIDGE BEAM

2X6 JOISTS @ 16" O.C.

ROOFING FOR GABLE

OVERLAY

2X4 GABLE END WALL

METAL ROOFING ON ice and water shield ON 5/8" Roof SHEATHING ON 2x6 RAFTERS @ 16" O.C.

r-30 faced fiberglass insulation.

PLAN VIEW

ELEVATION

CMU

1/4"X STEEL

PLATE

PROVIDE

BOLTS AS

REQUIRED

REFER TO

MANUFACTURER SHOWER

SEAT SPECIFICATIONS

FOR ALL INSTALLATION

REQUIREMENTS

1/4"X STEEL

PLATE

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.

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8 SECTION AT SHOWER WALL

SCALE: 1/2"=1'-0"A401SA101S

1 BUILDING SECTION

SCALE: 1/2"=1'-0"A401S A101S

5 FLASHING/WEEPS

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

4 GABLE DETAIL

SCALE: 1-1/2"=1'-0"A401S A401S

6 COUNTER / MOP SINK CURB

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

7 SECTION AT SHOWER WALL

SCALE: 1/2"=1'-0"A401SA101S

8 SECTION AT SHOWER WALL

SCALE: 1/2"=1'-0"A401SA101S

9 WALL MOUNT DETAIL

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

ADA SHOWER SEAT

mI. white cedar alum. door w/ vent smooth face conc. block mI. white cedar alum. door w/ vent smooth face conc. block mI. white cedar t&g.

on wood frame smooth face conc. block mI. white cedar t&g.

on wood frame wall mounted light fixtures pre finish smooth face conc. block18"x36" frameless MIRRORS

18"x36" framless MIRRORS mI. white cedar t&g.

on wood frame wall mounted light fixtures smooth face conc. block mI. white cedar t&g.

on wood frame smooth face conc. block mI. white cedar t&g.

on wood frame smooth face conc. block mI. white cedar t&g.

on wood frame smooth face conc. Block

CHANGING TABLE

CHANGING TABLE

LIGHT

SHOWER BENCH

HOOKS

mI. white cedar t&g.

on wood frame smooth face conc. block mI. white cedar t&g.

on wood frame smooth face conc. block mI. white cedar t&g.

on wood frame smooth face conc. block

18" X 36" MIRROR

mI. white cedar t&g. on wood frame smooth face conc. block DOOR

CHANGING TABLE

SHOWER BENCH

HOOKS

SHOWER SEAT

TOWEL RACK TOWEL

RACK

30" GRAB

BAR

ROD and curtain

ROD and curtain wall mounted

HAND DRYER

wall mounted

HAND DRYER

smooth face conc. block smooth face conc. block

ROD and curtain solid surface to match counter tops splash guard solid surface to match countertops splash guard

HOOKS

HOOKS

HOOKS

HOOKS

smooth face conc. block alum. doors.

mI. white cedar t&g.

on wood frame mI. white cedar trim.

hook surface mtd light fixture.

mI. white cedar t&g. on wood frame smooth face conc. block

ROD and curtain

LIGHT BEYOND

SHOWER BENCH

48" GRAB BAR

18" GRAB BAR

SHOWER CONTROLS

wall mounted

HAND DRYER

solid surface to match counter tops splash guard provide as much clearance as possible between changing table and hand dryer.

IN

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1 ACCESSIBLE TOILET

SCALE: 1/4"=1'-0"A501 A601

2 ACCESSIBLE TOILET

SCALE: 1/4"=1'-0"A501 A601

3 ACCESSIBLE TOILET

SCALE: 1/4"=1'-0"A501 A601

4 ACCESSIBLE TOILET

SCALE: 1/4"=1'-0"A501 A601

5 SHOWER FRONT WALL

SCALE: 1/4"=1'-0"A501 A601

6 STANDARD SHOWER

SCALE: 1/4"=1'-0"A501 A601

7 STANDARD SHOWER

SCALE: 1/4"=1'-0"A501 A601

8 ADA SHOWER

SCALE: 1/4"=1'-0"A501 A601

9 ADA SHOWER

SCALE: 1/4"=1'-0"A501 A601

10 SHOWER BACKWALL

SCALE: 1/4"=1'-0"A501 A601

11 WOMEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601

12 WOMEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601

13 WOMEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601

14 WOMEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601

15 MEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601 16 MEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601

17 MEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601

18 MEN'S RESTROOM

SCALE: 1/4"=1'-0"A501 A601

door number frame material type

106A alum a alum a alum a alum a alum a alum a alum a door material type alum 1 alum alum alum alum alum alum fire rating size hard set head jamb threshold mullion remarks detail reference door schedule

3'-0" X 7'-0" 5/a301 4/a301 6/a301

106B alum a alum 1

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

3'-0" X 7'-0"

5/a301 4/a301 6/a301

5/a301 4/a301 6/a301

5/a301 4/a301 6/a301

5/a301 4/a301 6/a301

5/a301 4/a301 6/a301

5/a301 4/a301 6/a301

5/a301 4/a301 6/a301 hw-1 hw-3 hw-3 hw-1 hw-2 hw-2 hw-2 hw-2 alum a alum 1 3'-0" X 7'-0"111 5/a301 4/a301 6/a301hw-2 note: refer to project specifications for more information.

window number a frame material type b alum a alum a window type glazing fixed/awn ins./saf.

size head jamb sill mullion remarks detail reference window schedule

1'-4" X 1'-4"

4'-0" X 2'-8"

1/a301 3/a301 2/a301fixed ins./saf. 1/a301 3/a301 2/a301 window TYPES FRAME / DOOR TYPES type 'a' fixed glazing, frosted both panes frosted

A B type 'B'

ROOM

NUMBER NAME

104 MEN'S TOILET

FLOOR

ff-1T&G

TYPICAL NORTH EAST SOUTH

remarks

WALLS

ROOM FINISH schedule

WOMEN'S TOILET

PORCH A

PORCH B

PORCH C

ADA UNI-SEX SHOWER

ADA UNI-SEX SHOWER

UNI-SEX SHOWER

UNI-SEX SHOWER

CEILING

TYPE

T&G

T&G

T&G

T&G

T&G

BASE

WEST

PT-1

PT-1

PT-2

PT-2

PT-2

PT-2

SIGN

TYPE

B

A

D

D

E

E

FAMILY/ADA LAVATORY111 CT&G

T&G

T&G

T&G

SEALED

SEALED

SEALED

106 UTILITIES AND STORAGE ROOM EXP-1 PT-1 F

CEILING

color

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

PT-3

* all interior wood to be st-1 material manufacture notes

* mock up to be created for owner approval exterior finish schedule color / finish

WOOD SIDING 1X6 CEDAR LAP siding stain and seal ST-2 trim boards cedar - same mill stain and seal ST-2

T&G cedar boards Ceiling Michigan White Cedar st-2 - smooth break metal to match adjacent mat.

ff-1

SEALED

ff-1 ff-1 ff-1 ff-1 ff-1 PT-1 metal roofing pac clad snap-on roofing hartford green - pc or approved equal

PORCH A

PORCH B

PORCH C

MEN'S

WOMEN'S

FAMILY/ADA

LAVATORY

ADA UNI-SEX

SHOWER

UNI-SEX

SHOWER

UNI-SEX

SHOWER

ADA UNI-SEX

SHOWER

UTILITIES AND

STORAGE ROOM

4 2

A501

'E''D' 'D''E'

'C'

'F'

'F''B' 'A' polished sealed sealed polished sealed polished sealed polished sealed polished sealed polished sealed

8 9

A501

7 6

A501

6 7

A501

SIM.

9 8

A501

SIM.

16 15

A501

11 12

A501 polished sealed polish floor test area

CODE TO FINISH schedule

- CEILING FINISHES

T&G 1x TONGUE AND GROOVE mi white cedar, STAINED WITH ST-1

EXP-1 EXPOSED STRUCTURE - PAINT P-1

- PAINT FINISH

PT-1 behr, COLOR: yl-w05, swiss cofee - (Match color) pt-2 behr, COLOR: yl-w05, swiss cofee (Match Color)

(2) coats of each epoxy PAINT and epoxy block filler

PT-3 Primer: SW Kem Cati Coat HS Epoxy Filler/Sealer, B42 Series Topcoat: SW Macropoxy 646 FC B58 Series match (pt-1) - No substitutes.

- STAIN FINISH

ST-1 behr clear 500/400

ST-2 behr cedar natural tone 501 st-3 behr to match phase 4.

-SOLID SURFACES

SS-1 WILSONART SOLID SURFACE, COLOR: SEA STONE 9202Cs with intergal sink

TEXTURE: MATTE

-FLOORING

ff-1 polished CONCRETE, Class C level 3 finish - REFER TO SPECIFICATION.

REMARKS TO FINISH schedule

1. ALL finishes/colors to match phase 4 toilet building.

2. all doors and windows to be dark bronze finish

GENERAL NOTES TO FINISH schedule

1. SEE finish plan FOR LOCATION OF ROOM NUMBERS AND NAMES.

2. SEE finish plan FOR LOCATION OF SIGNAGE.

WOMEN

SHOWER

SHOWER

UNISEX

MEN

UTILITY

sex indicator w/ b.f. symbol

1/2" radius

6" X 8" sign

3/4" room name braille sex indicator w/ b.f. symbol

1/2" radius

6" X 8" sign

3/4" room name braille sex indicator w/ b.f. symbol

1/2" radius

6" X 8" sign

3/4" room name braille sex indicator

1/2" radius

6" X 8" sign

3/4" room name braille sex indicator w/ b.f. symbol

1/2" radius

6" X 8" sign

3/4" room name braille

1/2" radius

6" X 4" sign

3/4" room name braille sign type 'a' n.t.s.

sign type 'b' n.t.s.

sign type 'c' n.t.s.

sign type 'd' n.t.s.

sign type 'e' n.t.s.

sign type 'f' n.t.s.

NAME

soap dispensor g.c. owner remarks supplied by accessories schedule toilet paper dispensor walls hooks mirrors hand dryer sharp objects container sanitar napkin holder hose reel barrier free shower sheet model # grab bars changing tables color s.s.

installed by g.c. owner towels bars fixed bench curtain rod manuf.

dyson bradley airblade V

917 yes yes mop shelf s.s.9984 yes yesbradley s.s.9984 yes yesbradley curtain nylon - white yes yes liberty liberty s.s.

s.s. yes yes with perforated bench s.s.837 yes yesbradley s.s.817 yes yesbradley s.s.962-11 yes yesbradley yes yes framless glass mirror yes yes yes yes yes yes yes yes bradley 747-1836 s.s. / whitehc-117 yes yessymmons yes

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1FINISH PLAN

SCALE: NO SCALE

1 1

11 11

A

S101S S201S

B

S

S

C

S101S S201S

A401S S201S

12 12 12

121212

8 89

S101 A401

S

A

2X6 ROOF @ 16" O.C.

ROOFING FOR GABLE

OVERLAY

2X4 GABLE END WALL

BELOW

TYP.

C

S401

(2) 2x10

(2) 2x10

(2 2x

(2 2x opening for duct work coordinate with hvac contractor.

center beam on wall to allow bearing for hanger.

(2 2x

PROVIDE 3" BEARING

FOR RIDGE BOARDS.

sawcut 1 4 of slab thickness w/ joint filler, re: spec.

concrete grade slab w.w.f. - refer to notes cut every other wire at joint

2" X 8" smooth dowels @ 24" o.c.

grease and embedded in 2nd.

pour concrete grade slab w.w.f. - refer to notes cut every other wire at joint

4" 4"

1 4" CONCRETE SLAB W/ W.W.F. 6x6-W1.4xW1.4 IN TOP 1

3 OF SLAB

OVER 10 MIL. VAPOR BARRIER ON COMPACTED GRANULAR FILL.

SLOPE CONCRETE AS SHOWN ON SHEET A.101

CONCRETE SLAB PLAN TO ACCOMMODATE POSITIVE DRAINAGE

TO FLOOR DRAINS. SEE FINISH PLAN FOR POLISHED/SEALER

AREAS SHEET A601.

12" REINFORCED CONCRETE FOUNDATION WALL WITH

CONT. 24" X 12" STRIP FTG.

STEP FOUNDATION WALL 8" AT DOOR THRESHOLD /

ENTRY SYSTEM. (one course of block at doors)

4" CONCRETE GRADE SLAB; REFER TO CIVIL ENG. DOCUMENTS

PROVIDE THRU-WALL PVC SLEEVE. COORDINATE SIZE AND

LOCATION WITH MECHANICAL AND SITE CONTRACTORS

16"x16" PIER SUPPORTED BY 36"x36" PAD FTG.

2x10 SP-F NO RAFTERS @ 16" O.C.

(2) 1 34" x 5 1

2" LVL W/ SIMPSON TOP FLANGE HANGER @ CMU WALL

CONNECTION - wrap w/ cedar boards - INSET BEAM FROM

CORNER TO ALLOW BEARING OF HANGER

(2) 1 34" x 7 1

4" LVL W/ SIMPSON LBV3.56/7.25 TOP FLANGE HANGER,

OR EQUAL @ CMU WALL CONNECTION

8" CMU LINTEL W/ (2) #5 CONT., BOND BEAM at openings and top course of block.

(2) 2X8 TOP PLATE SECURE TO BLOCK WTH 1/2" ANCHOR BOLT @

16" O.C. OR SIMPSON STRONG TIE PER MANF.

8" dia. wood COLUMN W/ SIMPSON Cbtz concealed beam tie.

2X6 NAILER

24"x12" REINFORCED CONC. STRIP FTG. - REFER TO DETAIL A / S201S

2x12 RIDGE BEAM

NOT USED

provide grounding bar connected to footing reinforcing per NEC Section 250.52(A)(3) coordinate with electrical contractor.

(2) 1 34" X 7 1 2" lvl wrap w/ cedar boards

INDICATES 8" CONCRETE BLOCK WALL ABOVE.

provide #4 cont. reinf. @ 32" o.c. max with reinforcing at corners, intersections and each side of openings.

KEYNOTES

FOR CONTROL JOINT

LOCATIONS SEE CONCRETE

SLAB PLAN ON SHEET A101.

NOTE

FOUNDATION PLAN

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

F O

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S S

ROOF FRAMING PLAN

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

1 CONTROL JOINT

SCALE: 3/4"=1'-0"S101 S101

2 CONSTRUCTION JOINT

SCALE: 3/4"=1'-0"S101 S101

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#4 @ 48" O.C.

8" C.M.U.

1/4" ISOL. JOINT W/

SILCONINZED CHALK

4" CONCRETE SLAB

W.W.F. - REFER TO

NOTES

ENGINEERED FILL

#4x32" DOWELS @ 48" O.C.

#4 @ 48" O.C.

1'-

2'-0"

6" 1'-0" 6"

C

LR

concrete footing w/ 35 cont & #5 trans. @ 24" o.c.

undisturbed soil

6 mil vapor barrier

12" c.m.u. foundation wall w/ #4 @ 48" o.c.

24"

4"

CL

#4 @ 48" O.C.

14"

4"

#4 @ 48" O.C.

8" C.M.U.

1/4" ISOL. JOINT W/

SILCONINZED CHALK

exterior 4"

CONCRETE SLAB

W.W.F. - REFER TO

NOTES

ENGINEERED FILL

#4x32" DOWELS @ 48" O.C.

#4 @ 48" O.C.

1'-

2'-0"

6" 1'-0" 6"

C

LR

concrete footing w/ 35 cont & #5 trans. @ 24" o.c.

undisturbed soil

6 mil vapor barrier

12" c.m.u. foundation wall w/ #4 @ 48" o.c.

#4 @ 48" O.C.

14"

4" #4 @ 48" O.C.

14"

4"

16" x 16" C.M.U. PIER

W/ (4)#5 VERT.

-grouted solid

(4) #5 dowels

1'-

3'-0"

10" 1'-4" 10"

C

LR

concrete footing w/ (3) #5 trans.

ea. way undisturbed soil

ENGINEERED FILL

12" c.m.u. foundation wall w/ #4 @ 48" o.c.

LIMESTONE CAP, SLOPE

IN 4 DIRECTIONS

8" dia. WOOD POST split face concrete block simpson cpt66z column base or equal - TO BE

EMBEDDED IN POST, ALLOW

1/4" gAP (CAULK)

1/4" ISOL. JOINT W/

SILCONINZED CHALK

exterior 4"

CONCRETE SLAB

ss dovetail anchor typ.

1'-

CHALK PERIMITER

SOIL BEARING REQUIREMENTS:

1. INFORMATION AND SOIL PROPERTIES USED FOR FOUNDATION AND SLAB DESIGNS ARE BASED ON THE GEOTECHNICAL ENGINEERING REPORT BY PREIN & NEWHOF PROJECT NUMBER 2170591 DATED NOVEMBER 21, 2017.

2. ALL TOP SOIL, ORGANIC AND VEGETATIVE MATERIAL SHOULD BE REMOVED PRIOR TO CONSTRUCTION. ANY REQUIRED FILL SHALL BE CLEAN, GRANULAR MATERIAL COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY

AS DETERMINED BY ASTM D-1557.

3. FOUNDATIONS BEARING ON NATURAL SOILS ARE DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY

OF 1500 PSF, U.N.O

4. NOTIFY THE ENGINEER/ARCHITECT IF THE ALLOWABLE SOIL BEARING CAPACITY IS LESS THAN 2000 PSF SO THAT

THE FOUNDATIONS CAN BE REDESIGNED FOR THE NEW ALLOWABLE BEARING CAPACITY.

5. FLOOR SLAB - THE FLOOR SLAB IS DESIGNED TO BE SUPPORTED BY THE SOIL.

TEMPORARY CONSTRUCTION SHORING:

1. ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DESIGN OR PROPER INSTALLATION OF TEMPORARY BUILDING BRACING AND SHORING OR THE MEANS AND METHODS REQUIRED TO COMPLETE THIS PROJECT. THE CONTRACTOR AND HIS ENGINEER ARE RESPONSIBLE FOR THE DESIGN AND PROPER INSTALLATION OF BOTH TEMPORARY SHORING AND BRACING REQUIRED FOR A SAFE AND STRUCTURALLY SOUND PROJECT. THE STRUCTURAL MEMBERS INDICATED ON THESE DRAWINGS ARE NOT SELF-BRACING AND SHALL BE CONSIDERED UNSTABLE UNTIL ATTACHED TO THE COMPLETED STRUCTURE AS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES INCURRED DUE TO IMPROPER SHORING OR BRACING DURING THE CONSTRUCTION PROJECT. ACCEPTANCE OF THE CONSTRUCTION PROJECT BY THE

CONTRACTOR IS PROOF OF ACCEPTANCE OF THE ABOVE MENTIONED ITEMS.

STRUCTURAL SPECIFICATIONS:

CONCRETE SPECIFICATIONS:

CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-11, "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE", EXCEPT AS MODIFIED BY SUPPLEMENTAL

REQUIREMENTS.

CONCRETE SHALL HAVE A MINIMUM OF 3000 PSI, 28 DAY COMPRESSIVE STRENGTH, UNLESS NOTED OTHERWISE (U.N.O.), (517 LBS. OF CEMENT PER CUBIC YARD MINIMUM (5.5 SACKS) & A WATER/CEMENT RATIO NOT TO EXCEED 6 GALLONS PER SACK). EXTERIOR CONCRETE SLABS SHALL HAVE A MINIMUM OF 4500 PSI, 28 DAY COMPRESSIVE STRENGTH, MAXIMUM AGGREGATE SIZE OF ¾”, AND 6% AIR

ENTRAINMENT.

THE USE OF ADDITIVES SUCH AS FLY ASH OR CALCIUM CHLORIDE IS NOT ALLOWED WITHOUT PRIOR

REVIEW FROM THE ENGINEER.

THE CONCRETE CONTRACTOR SHALL SUBMIT THE DESIGN MIX OF EACH TYPE FOR REVIEW BY THE

ENGINEER AND ARCHITECT PRIOR TO PLACEMENT.

ISOLATION JOINT: MATERIAL DECK-O-FOAM BY W.R. MEADOWS. REMOVE TEAR AWAY & INSTALL SAP

CONC. & MOTOR SILICONIZED FILLER SEALANT

REINFORCING STEEL SPECIFICATIONS:

REINFORCING BARS, DOWELS, AND TIES SHALL CONFORM TO ASTM-615 GRADE 60 REQUIREMENTS

AND SHALL BE FREE OF RUST, DIRT AND MUD.

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064 AND BE POSITIONED AT THE MID HEIGHT OF

SLABS, U.N.O.

REINFORCING SHALL BE PLACED AND SECURELY TIED IN PLACE SUFFICIENTLY AHEAD OF PLACING OF

CONCRETE TO ALLOW INSPECTION AND CORRECTION, IF NECESSARY, WITHOUT DELAYING THE

CONCRETE PLACEMENT.

EXTEND REINFORCING BARS A MINIMUM OF 36" AROUND CORNERS AND LAP BARS AT SPLICES A

MINIMUM OF 24", U.N.O.

WELDING OF REINFORCING STEEL IS NOT ALLOWED.

STRUCTURAL STEEL SPECIFICATIONS:

STRUCTURAL STEEL SHAPES, PLATES, BARS, ETC. ARE TO BE ASTM A-36, EXCEPT WIDE FLANGE SHAPES SHALL BE ASTM A-992, GRADE 50 (UNLESS NOTED OTHERWISE) DESIGNED AND CONSTRUCTED PER THE ANSI/AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AND THE 14TH

EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL".

WELDED CONNECTIONS SHALL CONFORM TO THE AWS D1.1-10 "STRUCTURAL WELDING CODE -

STEEL", AND SHALL UTILIZE E70XX ELECTRODES UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL UTILIZE ASTM A-325 BOLTS TIGHTENED TO A "SNUG TIGHT" CONDITION (UNLESS NOTED OTHERWISE). EMBEDDED ANCHOR BOLTS SHALL BE F1554, GRADE 36, UNLESS NOTED

OTHERWISE.

THE STEEL FABRICATOR SHALL SUBMIT THREE PAPER COPIES OF SHOP DRAWINGS FOR REVIEW BY THE ENGINEER AND ARCHITECT PRIOR TO FABRICATION. ALLOW 10 WORKING DAYS MINIMUM FOR EACH

STAGE OF THE REVIEW PROCESS.

THE STEEL ERECTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING AND OTHER ELEMENTS REQUIRED FOR THE SAFE AND PROPER INSTALLATION OF ALL BUILDING ELEMENTS UNTIL THE STRUCTURE IS PERMANENTLY BRACED. THE FABRICATOR AND ERECTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA REQUIREMENTS.

THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR OTHER JOB SITE CONDITIONS.

VERIFY THE EXACT SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS WITH MECHANICAL

CONTRACTOR, IF REQUIRED.

VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO CONSTRUCTION.

MASONRY SPECIFICATIONS:

MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11, “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES”, AND ACI 530.1-11, “SPECIFICATIONS FOR MASONRY STRUCTURES.” CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, GRADE N, TYPE I FOR HOLLOW CONCRETE MASONRY UNITS, AND ASTM C-145, GRADE N, TYPE I FOR SOLID CONCRETE MASONRY UNITS. BRICK SHALL MEET

THE LATEST REVISIONS OF ASTM C-216, GRADE SW.

CONCRETE MASONRY UNITS SHALL HAVE AN AVERAGE MINIMUM NET AREA COMPRESSIVE STRENGTH

OF 2000 PSI.

MORTAR SHALL CONFORM TO ASTM C-270, TYPE M OR S, MINIMUM COMPRESSIVE STRENGTH F'C=1800

PSI AT 28 DAYS.

GROUT SHALL CONFORM TO ASTM C-476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.

CONTROL JOINTS FOR CONCRETE MASONRY SHALL BE PLACED AT 24' O.C. MAXIMUM, UNLESS NOTED

OTHERWISE (U.N.O.).

REINFORCED CONCRETE BLOCK WALLS SHALL HAVE 220 LOX-ALL, OR EQUIVALENT, STANDARD

LADDER-TYPE HORIZONTAL REINFORCING INSTALLED AT EVERY OTHER COURSE. HORIZONTAL WIRE REINFORCEMENT SHALL BE # 9 GA WIRE WITH ASTM A-641 GALVANIZED COATING UNLESS NOTED

OTHERWISE. DO NOT EXTEND HORIZONTAL JOINT REINFORCING THROUGH CONTROL JOINTS.

INSTALL VERTICAL REINFORCING (AS NOTED ON PLANS) IN THE CENTER OF BLOCK CORES, UNLESS NOTED OTHERWISE, AND GROUT IN MAXIMUM OF FOUR FOOT HEIGHTS. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60. REINFORCEMENT SPLICES SHALL BE PLACED IN ACCORDANCE WITH ACI 530-11, SECTION 3.3.3.4.

MASONRY WORK SHALL HAVE PROPER FLASHING, WEEPHOLES, ETC., IN ACCORDANCE WITH THE

ARCHITECT'S DETAILS AND THE MBC.

THE MASONRY CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF

TEMPORARY SHORING AND FALSEWORK REQUIRED TO WITHSTAND WIND LOADS AND TEMPORARY

CONSTRUCTION LOADS. WORK PERFORMED SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.

STRUCTURAL DESIGN LOADS

BASED ON THE 2015 MICHIGAN BUILDING CODE

FLOOR:

SLAB-ON-GRADE CONSTRUCTION

250 PSF LIVE LOAD

ROOF:

40 PSF GROUND SNOW LOAD

CE=1.0

CT=1.2

I=1.0

PF=17.5 PSF

PM=20 PSF

PDESIGN=34 PSF (DESIGN SNOW LOAD)

20 PSF DEAD LOAD

WIND LOAD:

WIND LOADS ARE CALCULATED PER ASCE 7-10 USING:

· ENVELOPE PROCEDURE FOR COMPONENTS AND CLADDING (LOW RISE BUILDINGS WITH

H ≤ 60 FT.)

· DIRECTIONAL PROCEDURE FOR MAIN WIND-FORCE RESISTING SYSTEM (RIGID BUILDINGS

OF ALL HEIGHTS)

115 MPH BASIC WIND SPEED

RISK CATEGORY II

EXPOSURE 'C'

THE FOLLOWING WIND LOADS INCLUDE THE 0.6 ASD LOAD FACTOR:

MWFRS Loads:

+ Internal - Internal

15.04 25.53 Windward Walls & Parapets:

-17.83 -7.34 Leeward Wall

-23.08 -12.24 Side Wall

-30.0 -30.0 Parapet Wall : Leeward

-20.28 -9.8 Roof Condition 1 Wind Perpendicular to Ridge

+1.05 +11.9 Roof Condition 2 Wind Perpendicular to Ridge

-38.12 -27.63 Roof Conditions 1 & 2 Wind Parallel to Ridge

Components & Cladding

+20.28 -34.97 Roof

+34.97 -38.12 Wall

The above loads are factored loads. use 0.6 multiplier for ASD design

SEISMIC:

SS=0.0548

S1=0.0360

FA=1.6

FV=2.4

SDS=0.068

SD1=0.058

CT=0.020 ORDINARY PLAIN MASONRY SHEAR WALLS

R=1.5 ORDINARY PLAIN MASONRY SHEAR WALLS

RISK CATEGORY II

SEISMIC DESIGN CATEGORY 'A'

SITE CLASS D

EQUIVALENT LATER FORCE DESIGN PROCEDURE

29 KIP SEISMIC BASE SHEAR

DEFLECTION LIMITS:

ROOF -

L/240 TOTAL LOAD DEFLECTION

L/360 SNOW LOAD DEFLECTION

LINTELS -

L/600 TOTAL LOAD DEFLECTION

#4 @ 48" O.C.

8" C.M.U.

1/4" ISOL. JOINT W/

SILCONINZED CHALK

exterior 4"

CONCRETE SLAB

W.W.F. - REFER TO

NOTES

ENGINEERED FILL

#4x32" DOWELS @ 48" O.C.

#4 @ 48" O.C.

1'-

2'-0"

6" 1'-0" 6"

C

LR

concrete footing w/ 35 cont & #5 trans. @ 24" o.c.

undisturbed soil

6 mil vapor barrier

12" CONC. foundation wall w/ (2) #4 TOP & BOTTOM

#4 @ 48" O.C.

14"

4" #4 @ 48" O.C.

14"

4"

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A DETAIL

SCALE: 3/4"=1'-0"S101 S201

B DETAIL

SCALE: 3/4"=1'-0"S101 S201

C DETAIL

SCALE: 3/4"=1'-0"S101 S201

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SCALE: 3/4"=1'-0"S201 S101