ARCHITECTS : FORTE ARCHITECTS, INCWenatchee, Washington

GENERAL DRAWING

COVER SHEET, PROJECT TEAM , SHEET INDEX

GENERAL NOTES, ABBREVIATIONS, SYMBOLS,

VICINITY MAP

WINDOW, DOOR, PARTITION, & WALL TYPE SCHEDULE

ADA ACCESSIBILITY HEIGHTS

PARKING / OCCUPANCY LOAD DIAGRAM

ARCHITECTURAL DRAWING

SITE PLAN

SITE DETAILS

FOUNDATION/LOWER LEVEL PLAN

FOUNDATION/LOWER LEVEL PLAN

FOUNDATION/LOWER LEVEL PLAN

MAIN LEVEL PLAN

MAIN LEVEL PLAN

MAIN LEVEL PLAN

LOW ROOF/UPPER LEVEL PLAN

LOW ROOF/UPPER LEVEL PLAN

LOW ROOF/UPPER LEVEL PLAN

ROOF LEVEL PLAN

STRUCTURAL DRAWING

FOUNDATION/LOWER LEVEL FRAMING PLAN A

FOUNDATION/LOWER LEVEL FRAMING PLAN B

MAIN LEVEL FRAMING PLAN A

MAIN LEVEL FRAMING PLAN B

DETAILS

MEHANICAL DRAWING

--

LANDSCAPE DRAWINGS

LANDSCAPE PLAN

CIVIL DRAWING

EROSION AND SEDIMENT CONTROL

SITE AND DIMENSION PLAN

GRADING AND DRAINAGE

WATER AND SEWER

A0.1

A0.2

A0.3

A0.4

A0.5

C1.0

C2.0

C3.0

C4.0

L1.0

A1.1

A1.2

A2.1

A2.1A

A2.1B

A2.2

A2.2A

A2.2B

A2.3

A2.3A

A2.3B

A2.4

S2.1A

A2.1B

A2.2A

A2.2B

--

--EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

BUILDING SECTIONS

PROJECT 3-D VIEWS

A3.1

A3.2

A3.3

AX.1

240 North Wenatchee Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

ADDRESS:

PHONE:

WEBSITE:

Copyright 2016 FORTE ARCHITECTS, INC.

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

RIV

ER

FR

ON

T R

OC

K G

YM

R.R

.G.

1319 W

ALL

A W

ALL

A A

VEN

UE

WEN

ATC

HEE

, W

A 9

8801

R.R.G.

RIVERFRONT ROCK GYM05/11/2016

A0.1

ES

1615

05/11/2016

LS

COVER SHEET

Revisions

Date No. Description

CONTRACTORS : EIDER CONSTRUCTIONWenatchee, Washington

CIVIL CONSULTANTS : TORRENCE ENGINEERING LLCCashmere, Washington

SURVEYORS : NORTHWEST GEODIMENSIONSWenatchee, Washington

SURVEY

WALLA WALLA STREET TOPOGRAPHY

T 23 N. R 20 E. SECTION 34

1 OF 1

OHE

UGE

W

NG

S

SD

T

X

4

3

A5.1

1

A3.3

1

A3.2

10

P1

A

A3.1 1

2

1

A3.2

DETAILSCALE

DETAIL NUMBER/TITLE/INTERIOR ELEVATION NUMBER

MATCH LINE

DETAIL KEY

TEMPERED GLASS REQUIRED

WINDOW NUMBER KEY

DOOR NUMBER

GRID LINE

EXTERIOR ELEVATION KEY

BUILDING SECTION KEY(With Sheet Number)

WALL SECTION KEY(With Sheet Number)

INTERIOR ELEVATION KEY(Elevation Number With Sheet Number)

KEY NOTE

PARTITION AND WALL KEY

CABINET KEY

ASPHALTIC CONCRETE PAVEMENT(As Noted)

CONCRETE WALK OR SURFACE(As Noted)

CONCRETE WALL (PLAN)

(As Noted)

MAIN BEARING POINT IN WALL(Member as Indicated)

1 HOUR WALL

METAL FRAME WALL (PLAN)

WOOD FRAME WALL (PLAN)

WOOD FRAMING MEMBER(Nominal Size Noted)

WOOD BLOCKING MEMBER(Nominal Size Noted)

WOOD FINISH MEMBER(Net Size Noted)

PLYWOOD

PARTICLE BOARD

RIGID INSULATION

METAL

GWB, PLASTER, CEMENT BOARD

LOOSE FILL/BATT INSULATION

TILEASPHALTIC PAVEMENT

CONCRETE

EARTH (SECTION)

*

A

101

B

LEVELELEV. HEIGHT

FINISH FLOOR, BEARING,or Building Level Line

IN DETAIL-SECTION:

MASONRY WALK OR SURFACE

NATURAL GAS

WATER

UNDERGROUND ELECTRICAL

SANITARY SEWER

STORM DRAIN

OVERHEAD ELECTRICAL/COMMUNICATIONS

UNDERGROUND TELEPHONE/COMM.

FENCE

UTILITY LINES:

FINISH POINT ELEVATION

EXISTING POINT ELEVATION

PROPERTY LINE/CORNER

(To Remain)

INVISIBLE LINE ABOVE

INVISIBLE LINE BELOW

CENTER LINE

EXISTING POINT ELEVATION(To Be Changed)

12.50

12.50

(12.50)

WENATCHEE, WA

DESIGN CRITERIA

TRUENORTH

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VICINITY MAP

PROJECT INFORMATION

ALL REFERENCES TO NORTH, SOUTH, EAST, AND WEST SHALL BE BASED UPON "PROJECT NORTH"9.

JOB ADDRESS:

OWNER'S NAME AND ADDRESS:

ABBREVIATIONS ARCHITECTURAL SYMBOLS GENERAL NOTES

AS SHOWN IN THE DRAWINGS.

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES, THE MORE STRINGENT ISTO GOVERN; DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND CODES SHALL BE BROUGHT TOTHE ARCHITECT'S ATTENTION PROMPLTY AND A RESOULTION OBTAINED BEFOREPROCEEDING.

DRAWINGS ARE NOT TO BE SCALED . DIMENSIONAL DATA SHALL BE OBTAINED FROM WRITTENINFORMATION ONLY. VERIFY ALL DIMENSIONS BEFORE PROCEEDING. ANY DIMENSIONAL DEVIATIONFROM THAT SHOWN ON THE DRAWINGS, WHICH MAY AFFECT THE INTENT OF THE DESIGN ORPROPER INCORPORATION OF ELEMENTS, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTIONPROMPTLY AND A RESOLUTION OBTAINED BEFORE PROCEEDING.

THE ARCHITECT SHALL BE INFORMED IMMEDIATELY OF ANY DISCREPANCY BETWEEN THECONTRACT DOCUMENTS AND THE SITE CONDITIONS.

THE TERM "FINISHED FLOOR" (FIN. FLR. OR F.F) REFERS TO THE TOP OF FINISHED SLAB WHERE

EXTERIOR DIMENSIONS ARE TO THE FACE OF CONCRETE / MASONRY / SHEATHING OR REFERENCED FROMGRIDLINES UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO THE FACE OF FRAMING OR FACE OFMASONRY, UNLESS INDICATED AS A CENTERLINE OR SPECIFICALLY NOTED OTHERWISE. CLEAR DIMENSIONSSHALL BE FROM FINISH TO FINISH.

NOTATIONS OR DETAILS KEYED TO VARIOUS DRAWING SYMBOLS, PATTERNS, ETC. SHALL APPLYTYPICALLY TO ALL SIMILARLY INDICATED ITEMS, LOCTIONS, OR CONDITIONS NOT OTHERWISE KEYED.

PRESERVE AND PROTECT EXISTING UTILITIES AND BUILDING COMPONENTS WHICH MAY BE PRESENT ANDARE NOT SCHEDULED OR REQUIRED TO BE CHANGED OR REMOVED.

ADJUST NEW CONSTRUCTION TO ALIGN WITH EXISTING CONSTRUCTION SUCH THAT FINISHES MAY BEAPPLIED ALONG STRAIGHT AND TRUE LINES, UNLESS SPECIFICALLY NOTED OTHERWISE.

CONCRETE FLOORS OCCUR.

TYPICAL WALL CORNERS ARE 90 DEGREES.NTS

1.

2.

3.

4.

5.

6.

7.

8.

10.

Mechanical

Manufacturer

Mas. Opening

Miscellaneous

Marker Board

Not to Scale

Outside Dia.

Owner Furn.

Contr. Install

APPROX.

B.M.

CAB.

BLDG.

BLKG.

ARCH.

A.T.

BD.

A.B.

AL.

ALT.

A.C.P.

A.D.

ADJ.

LP

(E)

CL

Architectural

Bench Mark

Cabinet

Acoustical Tile

Building

Blocking

Board

OFCI

O.C.

O.D.

On Center

NOM.

N.T.S.

MTL.

N.I.C.

N.

Nominal

Metal

North

Not in Contract

Asphaltic Conc. Paving

Anchor Bolt

Area Drain

Adjustable

Approximate

Aluminum

Alternate

Centerline

Diameter or Round

Plate

Square

Existing

MECH.

MISC.

M.R.

M.O.

MTD.

MFR.

MH

MIN.

Mirror

Mounted

Manhole

Minimum

MAS.

MATL.

MB

MAX.

LAV.

Masonry

Material

Maximum

Lavatory

Angle

LAM. Laminate

Solid Core

E.J. Expansion Joint

S.C.

Vapor Barrier

Towel Dispenser

Unless Otherwise Noted

Sanitary Napkin Dispenser

Soap Dispenser

Sanitary Napkin Receptacle

Specification

Symmetrical

Top of Curb

Toilet Paper Dispenser

Tongue & Groove

Water Closet

Water Heater

Vinyl Composite Tile

Waterproof

Water Resistant

Welded Wire Fabric

TypicalTYP.

Grab BarG.B.

HORIZ.

INT.

JT.

JAN.

I.D.

INSUL.

H.C.

H.M.

HDW.

HDWD.

HGT.

G.W.B.

HCP.

HB.

GND.

WoodWD.

Horizontal

Inside Diameter

Insulation

Interior

Janitor

Joint

W.R.

W.W.F.

WT.

W/O

WP.

W.H.

Window Treatment

Without

Hollow Core

Hardware

Hardwood

Hollow Metal

Height

Gypsum Wallboard

Hose Bibb

Handicapped

Ground

W.C.

W/

W.

VERT.

VTR

West

With

Vertical

Vent Through Roof

V.B.

V.C.T.

U.O.N.

FIN.

GA.

GALV.

FT.

FURR.

FUT.

FTG.

FND.

F.O.C.

F.O.F.

F.O.S.

FLASH.

FLR.

FLUOR.

F.E.

F.E.C.

F.D.

EXT.

F.A.

EQUIP.

EXIST.

EXP.

ELECT.

ELEV.

EQ.

Storage

Finish

STOR.

Foot or Feet

Galvanized

Gauge

Footing

Furring

Future

Foundation

Face of Conc.

Face of Finish

Face of Studs

Fluorescent

Flashing

Floor

T.P.

T.D.

TEL.

T. & G.

Tenant Improvement

Telephone

T.B.

T.C.

T.

STRCT.

SUSP.

SYM.

Tack Board

Tread

Suspended

Structural

Fire Alarm

Floor Drain

Fire Extinguisher

Fire Exting.Cab

Exterior

Equipment

Expansion

Existing

Electrical

Elevation

Equal

SPEC.

SQ.

STD.

STL.

S.N.R.

Square

Standard

Steel

SHT.

S.J.

SIM.

S.N.D.

SCHED.

S.D.

SECT.

Sheet

Slab Joint

Similar

Schedule

Section

Owner Furn.

Owner Install

Pressure Treated

Roof Drain

Refrigerator

Rough Opening

Rain Water Leader

C.B. Catch Basin

OPNG. Opening

DWR.

E.

EA.

DR.

D.S.

DWG.

DN.

DIA.

DIM.

DISP.

DCD

DTL.

D.F.

CONT.

COL.

CONC.

CONN.

CLR.

CLG.

CMU

C.I.P.

C.J.

CLF.

Down spout

Drawer

East

Each

Door

Drawing

Drinking Fountain

Dimension

Dispenser

Diameter

Down

Diaper Changing Deck

Detail

RequiredREQ'D.

R.W.L.

S.A.P.

RESIL.

RM.

R.O.

Solid Acrylic Polymer

Resilient

Room

REF.

REFR.

REINF.

R.D.

Reference

Reinforced

Connection

Continuous

Concrete

Column

Cast in Place

Const. Joint

Chain link Fence

Conc. Masonry Unit

Clear

Ceiling

PLAS.

PLYWD.

PR.

P.T.

PLAM

P.L.

Plaster

Plywood

Pair

Property Line

Plastic Laminate

PIP.

OPP.

PC.

Poured in Place

Opposite

Precast

C.A.B. Cement Asbestos

Board

OFOI

Acoustical Wall PanelA.W.P.

C.H. Coat Hook

DBL. Double

SouthS.

FWC Fabric Wall covering

TSC Toilet Seat Cover Disp.

VWC Vinyl Wall covering

Top of Parapet

T.O.C.

T.O.P.

Top of Concrete

S.S. Stainless Steel

PB Particle Board

C.O. Clean out

DrywellDW

LightLT.

F.R. Floor Register

H.S. Heat Strengthen

Paper Towel Disp.P.T.D.

T.I.

CONST. Construct(ion)

UrinalU.

C.I. Curb Inlet

KBT Keyboard Tray

FRP. Fiberglass Reinf. Panels

V. Vent

C.G. Corner Guard

ORD Overflow Roof Drain

PNT. Paint

A.F.F. Above Finish Floor

E.B. Expansion Bolt

WB White board

SB Smart Board

I.H. Intake Hood

F.F. Finish Floor

E.R.D. Existing Roof Drain

E.S. Emergency Shower

E.F. Exhaust Fan

E.H. Exhaust Hood

240 North Wenatchee AveWenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

ADDRESS:

PHONE:

WEBSITE:

Copyright 2016 FORTE ARCHITECTS, INC.

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

R.R.G.RIVERFRONT ROCK GYM

1319 WALLA WALLA AVENUE WENATCHEE, WA 98801

R.R.G.

RIV

ER

FR

ON

T R

OC

K G

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R.R

.G.

1319 W

ALL

A W

ALL

A A

VEN

UE

WEN

ATC

HEE

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A 9

8801

A0.2

ES

1615

05/06/2016

LS

GENERAL NOTES

SITE DATA:

CODE DATA:

BUILDING FLOOR AREA:

Site Area: .69 ACRES (30,056 sf)

Building Footprint:

Building Coverage:

Impervious Surface:

Site Coverage:

Zone:

Parking Spaces Req'd:

Parking Spaces Provided:

Code Analysis:Roof (Snow) Load:

Wind Zone:

Seismic Zone:

Occupancy Group:

Construction Type:

7,575 sf (New) + 1,215 sf (Existng)

29.2%

23,260 sf

77.4%

Waterfront Mixed-Use

29.98

31

2102 IBC

110 Exposure C

D

40 PSF

A-3

IV

PARCEL #: 232034857041

Revisions

Date No. Descrption

INTERIOR WALL TYPES

EXTERIOR WALL TYPES

P1 P2

W1

2x4 WD. STUD AT16" O.C.

SOUND INSULATION(WHERE REQ'D)

5/8" GWB EA. SIDE

FINISH AS SCHEDULED

2x6 WD. STUD AT16" O.C.

SOUND INSULATION(WHERE REQ'D)

5/8" GWB EA. SIDE

FINISH AS SCHEDULED

2x6 WD. STUD AT 16" O.C.

5/8" GWB

FINISH PER ELEVATION

VAPOR BARRIER

BATT INSULATION R-21

PLYWOOD SHEATHING

HOUSE WRAP

INT. EXT.

W2

2x6 WD. STUD SISTERED TO EX. 2x4

5/8" GWB

FINISH PER ELEVATION

VAPOR BARRIER

BATT INSULATION R-21

PLYWOOD SHEATHING

HOUSE WRAP

INT. EXT.

EXISTING 2x4 WD. STUD

F.F. A B C D

8'-2"

E

A

F.F.

FO

R S

ILL H

EIG

HTS

SEE E

XTER

IOR

ELEV

ATIO

NS

12'-0

"

3'-6"

4'-0

"

FO

R S

ILL H

EIG

HTS

SEE E

XTER

IOR

ELEV

ATIO

NS

4'-0

"

10'-6"

3'-6"

12'-0

"

FO

R S

ILL H

EIG

HTS

SEE E

XTER

IOR

ELEV

ATIO

NS

9'-0"

3'-0"

4'-0

"

3'-6"

5'-0

"

12'-0"

4'-0"

2'-0

"6'-6"

4'-0"

3'-0

"4'-0

"

4'-0"

2'-6"

3'-0

"

2'-0"

3'-6"

4'-0

"

2'-6"

2'-6"

4'-0

"

2'-0"

4'-0

"3'-0

"

4'-0"

1'-6

"6'-0

"

3'-0"

B C D E F G H I J K

PARTITION SCHEDULE

NOTE:

1. ALL WALLS RUN CONTINUOUS BETWEEN SYMBOLS OR TONEXT WALL INTERSECTION.

2. SEE REFLECTED CEILING PLANS FOR DETAIL TAGS FORWALL INTERSECTION WITH CEILING/STRUCTURE.

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A0.3

ES

1615

05/06/2016

LS

WALL/ WINDOW/ DOOR SCHED.

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8801

DOOR ELEVATION SCHEDULE

DOOR SCHEDULE

NO.

DOOR

GLASS (asspec'd)

SIZE

ELEVATIONWIDTH HEIGHT

101 3'-0" 6'-8" A

201 6'-0" 7'-0" B

202 6'-0" 7'-0" B

203 3'-0" 6'-8" A

204 3'-0" 6'-8" A

205 3'-0" 6'-8" A

206 3'-0" 6'-8" A

207 3'-0" 6'-8" A

208 3'-0" 6'-8" A

209 3'-0" 6'-8" A

210 3'-0" 6'-8" A

211 3'-0" 6'-8" C

212 8'-0" 5'-0" E

213 9'-0" 12'-0" D

214 3'-0" 6'-8" C

301 3'-0" 6'-8" A

302 3'-0" 6'-8" A

303 3'-0" 6'-8" A

307 7'-0" 10'-0" E

WINDOW ELEVATION SCHEDULE

Revisions

Date No. Description

FIRE ALARMCALL-IN

FIREEXTINGUISER

CABINET

SIGNAGE

INTERNATIONALSYMBOL OF

ACCESS

PAPERTOWEL

DISPENSER

MIRROR ABOVESHELF ORLAVATORY

URINAL TOILET PAPERDISPENSER

TOILETPROTECTION

HOLDER

BABYCHANGING

STATION

SANITARYNAPKIN

DISPENSER

SOAPDISPENSER

54"

54"

60

" M

AX.

TO

CO

NTR

OLS

40

"

17" M

AX.

34" M

AX.

48" M

AX.

42" MIN. 12" MAX.

16"-18"

36" MIN.

12" 24"

18" TYP.

33"-

36"

ADULT WATERCLOSET AND GRAB

BARS FRONTELEVATION

ADULT WATERCLOSET AND GRAB

BARS SIDEELEVATION

CL

18" M

IN.

WA

LL P

ER S

CH

EDU

LE

REFLECTIN

G S

UR

FACE

35" M

AX. TO

MIRROR ABOVECLEAR SPACE

TO

CO

NTR

OLS

40

" M

AX.

34" M

AX.

27" M

IN.

REFLECTIN

G S

UR

FACE

40

" M

AX. TO FLUSH CONTROL

THIS SIDE

18" M

IN.

39"-41"

40

"

LEVEL0' - 0"

42" MIN. 12" MAX.

12"-18"

36" MIN.

12" 24"

15" TYP.

18"-

27"

CHIDREN WATER CLOSETAND GRAB BARS

FRONT ELEVATION

CHILDREN WATER CLOSETAND GRAB BARSSIDE ELEVATION

WA

LL P

ER S

CH

EDU

LE

FLUSH CONTROLTHIS SIDE

18" M

IN.

34"-36"

21"

-30

" M

IN.

MIN

.1

1/2"

DISPENSERLOCATION

AREA

42" MAX.

24" MIN.

19" M

AX.

14" M

IN.

24" MIN.

42" MIN.

MIN

.1

1/2"

DISPENSERLOCATION

AREA

54" MIN. 54"

LEVEL0' - 0"

BA

CK

WA

LL

BACK WALLADA ROLL-IN-TYPE

SHOWER

BA

CK

WA

LLMAX.6"

48" MAX.

SEAT WALLADA ROLL-IN-TYPE

SHOWER

SEE FLOOR PLAN

30" MIN. CLEAR

CONTROL AND HANDSHOWER MOUNTINGLOCATION AREA

SEE FLOOR PLAN

5'-0" MIN. CLEAR

SIDE WALLADA ROLL-IN-TYPE

SHOWER

6" MAX.

16" MIN.

27" MAX.

POLE MOUNTEDHAND SHOWER

SEE FLOOR PLAN

30" MIN. CLEAR

FOLDING SHOWER SEATPER ICC A117.1-2009

SEA

T W

ALL

SID

E W

ALL

SLOPE FLOOR ATSHOWER 1/4" PERFOOT MAX TOWARDSFLOOR DRAIN

DUAL HEIGHT DRINKINGFOUNTAIN/WATER

COOLER SIDE

30

" M

AX.

42" M

AX.

38" M

IN.

STANDING PERSON'SDRINKING FOUNTAINBEYOND

CHILDERN'S DRINKINGFOUNTAIN

DUAL HEIGHT DRINKINGFOUNTAIN/ WATER

COOLER FRONT

30

" M

AX.

42" M

AX.

38" M

IN.

GRAB BARS ATPATENT SCALE

FRONT ELEVATION

30

"

18"

17"-

19"

BACK WALLADA TRANSFER-TYPE

SHOWER

MAX.6"

33"-

36"

MIN. CLR.

3'-0"

15"-16"

MAX.2 1/2".

33"-

36"

18"

CONTROL WALLADA TRANSFER-TYPE

SHOWER

MIN. CLR.

3'-0"

MAX.6"

CONTROLAREA

38" M

AX.

48" M

AX.

1'-3"

MAX.6"

CL

ADA ROLL-IN-TYPE SHOWER

BA

CK

WA

LL

CO

NTR

OL

WA

LL

SEA

T W

ALL

SEE FLOOR PLAN FOR REQUIRED CLEARANCE

TRANSFER-TYPE SHOWER

42" 12" MIN.

16"-18"

36" MIN.

12" 24"

17"-

19" 33"-

36"

CL

WA

LL P

ER S

CH

EDU

LE

FLUSH CONTROLTHIS SIDE

39"-

41"

18"

39"-41"

DISPENSERLOCATION

AREA

42" MAX.

24" MIN.

19" M

AX.

14" M

IN.

TOILET PAPERDISPENSER

ADULT WATERCLOSET AND GRAB

BARS FRONTELEVATION

ADULT WATERCLOSET AND GRAB

BARS SIDEELEVATION

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A0.4

ES

1615

05/06/2016

LS

ADA HEIGHTS

RIV

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FR

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T R

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R.R

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1319 W

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A W

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A A

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WEN

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A 9

8801

ADA ACCESSIBILITY HEIGHTS

Revisions

Date No. Description

ADA

CHAIR

LIFT

ROCK WALL FORMATIONS NOT DRAWN TODESIGN-BUILD SPECIFICATIONS; INTENDED FOR

VISUAL/SPATIAL REPRESENTATION ONLY

PLAN NOTES + LEGEND:

AREA OF OCCUPANCY

LOBBY/JUICE BAR: 850 S.F. GFA

ROCK GYM: 4,150 S.F. GFA

EXERCISE AREA: 775 S.F. GFA

UPPER FLOOR OFFICE: 854 S.F. GFA

STORAGE

STORAGE

4 SPACES PER 1,000 S.F. GFA.

(X/1000)4=STALLS

LOBBY/JUICE BAR: (850/1000)4 = 3.4 STALLS

ROCK GYM: (4,150/1000)4 = 16.6 STALLS

EXERCISE AREA: (775/1000)4 = 3.1 STALLS

UPPER FLOOR OFFICE: (854/1000)4 = 3.4 STALLS

TOTAL: 26.5 STALLS

PARKING CALCULATIONS:

Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A0.5

ES

1615

05/11/2016

LS

PARKING / OCCUPANCY

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Revisions

Date No. Description

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

MAIN LEVEL OCCUPANCY

SCALE: 1/8" = 1'-0"2

UPPER LEVEL OCCUPANCY

WA

LLA

W

ALL A

VE

NU

E

SCALE: 1" = 20'

20' 10' 0 20' 40'

63

77

K

IM

BE

R R

OA

D - C

AS

HM

ER

E, W

A 9

88

15

- T

EL

: (5

09

)7

82

-1

89

7 - F

AX

: (5

09

) 7

82

-3

43

6

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ND

S

ED

IM

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ON

TR

OL

CIT

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AS

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GT

ON

2016001

SRA

JAT

05/06/2016

C1.0

·

·

WA

LL

A W

AL

L A

VE

NU

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SCALE: 1" = 20'

20' 10' 0 20' 40'

63

77

K

IM

BE

R R

OA

D - C

AS

HM

ER

E, W

A 9

88

15

- T

EL

: (5

09

)7

82

-1

89

7 - F

AX

: (5

09

) 7

82

-3

43

6

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LA

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D

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SIO

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GT

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2016001

SRA

JAT

05/06/2016

C2.0

WA

LLA

W

ALL A

VE

NU

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SCALE: 1" = 20'

20' 10' 0 20' 40'

63

77

K

IM

BE

R R

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D - C

AS

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ER

E, W

A 9

88

15

- T

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: (5

09

)7

82

-1

89

7 - F

AX

: (5

09

) 7

82

-3

43

6

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FR

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D

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IN

AG

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AS

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GT

ON

2016001

SRA

JAT

05/06/2016

C3.0

WA

LLA

W

ALL A

VE

NU

E

SCALE: 1" = 10'

10' 5' 0 10' 20'

63

77

K

IM

BE

R R

OA

D - C

AS

HM

ER

E, W

A 9

88

15

- T

EL

: (5

09

)7

82

-1

89

7 - F

AX

: (5

09

) 7

82

-3

43

6

RIV

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FR

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L S

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LA

N

WA

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S

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2016001

SRA

JAT

05/06/2016

C4.0

1"

= 20'

Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

Riv

erf

ron

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\DD

P\A

rch

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.rvt

5/1

1/2

01

6 4

:07

:13

PM

L1.0

ES

1615

05/11/2016

LS

LANDSCAPING PLAN

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8801

Revisions

Date No. Description

SCALE: 1" = 20'-0"1

LANDSCAPE PLAN

UP

UP

S SS

SS

SS

SS

SS

SS

SS

WW

WW

WW

WW

WW

WW

SD SD SD

SDSD

SDSD

SDSD

SD

UGEUGE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

NG

NG

NG

NG

NG

NG

NG

NG

NG

NG

SITE NOTES:

1. PARKING LOT STRIPING INDICATES 2% SLOPE IN ANY DIRECTION PER ADA REQ'S

EXISTING

BUILDING

PROPOSED NEW

CLIMBING GYM

PROPOSED NEW

GYM BUILDING

PROPOSED NEW

COVERED PORCH AREA

PROPOSED ADA ACCESSIBLE

RAMP 1:12 MAX SLOPE @ 5'-0"

MAX CHANGE IN ELEVATION

LANDSCAPE

BUFFER

13'-6"

17'-8"

PROPERTY LINE 299.75'

PROPERTY LINE 299.82'

PR

OPER

TY L

INE

-99.9

4' -

PR

OPER

TY L

INE

100

.08'

WALLA W

ALLA A

VE.

(9) STANDARD

PARKING SPACES

(12) COMPACT

PARKING SPACES

(6) STANDARD

PARKING SPACES

(2) A.D.A. ACCESSIBLE

PARKING SPACES

(2) STANDARD

PARKING SPACES

EXISITNG HYDRANT

(APPROX. LOC'N)

3'-4"

12'-8"

EQUIP.

SCREEN

MECHANICAL

UNIT

PROPOSED NEW

BUILDING

EXISTING ADJACENT DRIVEWAY ACCESS EXISTING ADJACENT DRIVEWAY ACCESS

PLANTER

PLANTER

NEW

CO

NC.

PATIO

NEW WOOD

STEPS

NEW CONC.

STEPS

4'-0

"

STRIPED PATH

(INCORPORATED

INTO 13' DRIVE AISLE)

13'-0

"

13'-0

"24'-0

"

TRASH

ENC.

NEW ACCESS RAMP,

1:12 MAX SLOPE

EXIS

TIN

G S

IDEW

ALK

EXISTING TRANSFORMER &

FIBER VAULT (APPROX. LOC'N)

EXISTING POWER VAULT (APPROX. LOC'N)

1/2" / 12"

1" / 12"

PATHWAY @ GRADE PER CONT'R

SIGNAGE PER CONT'R

(APPROX. LOC'N)

BIKE

RACK

EXISTING FENCE TO REMAIN

NEW 4'-0" TALL

FENCE THIS LINE

NEW 4'-0" TALL

FENCE THIS LINE

2

A1.2

7

A1.2

10A1.2

10A1.2

SIM.

5A1.2

10A1.2

9A1.2

12A1.2

3

A1.2

4A1.2

10A1.2

11'-0

"

20'-4"

EXISITNG HYDRANT

(APPROX. LOC'N)

***FIRE ACCESSWAY***

KEY PLAN

A

B

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A1.1

ES

1615

05/11/2016

LS

SITE PLAN

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FR

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SCALE: 1/16" = 1'-0"2

SITE PLAN

Revisions

Date No. Description

1:10 < 6"1:12 > 6"

1/2" LIP MAX.

1:10MAX.

FO

R S

LO

PE

AS R

EQ

UIR

ED

36" M

IN.

60"

36" MIN.

60"

1:10MAX.

DETECTABLE WARNING SURFACE:TEXTURED SURFACE SHALL CONSIST OF

RAISED TRUNCATED DOMES WITH ADIAMETER OF NOMINAL 0.9" , A HEIGHT OFNOMINAL 0.2", AND A CENTER-TO-CENTER

SPACING OF 1.60"-2.40"

DETECTABLE WARNING SURFACE,SEE NOTE ABOVE.

LIGHT BROOM FINISH

2" SMOOTH TOOLEDEDGES, TYP.

1:10

1:10

1:12

MA

X.

2'-0

"

CURB

ASPHALTIC PAVEMENT PER PLAN

1/2" LIP MAX.

5'-0" MIN.

PER SLOPE

AS REQUIRED

SLOPE1:12 MAX.

DETECTABLE WARNING SURFACE: TEXTUREDSURFACE SHALL CONSIST OF RAISED

TRUNCATED DOMES WITH A DIAMETER OFNOMINAL 0.9" , A HEIGHT OF NOMINAL 0.2",

AND A CENTER-TO-CENTER SPACING OF1.60"-2.40"

DETECTABLEWARNING SURFACE,SEE NOTE ABOVE.

LIGHT BROOM FINISH

2" SMOOTH TOOLEDEDGES, TYP.

SLOPE1:12MAX.

CURB, PER PLAN

CURB

RECESSED CURB 5" @ WALK INRIGHT-OF-WAY

DEEP TOOLEDCONTROL JOINT

LIGHT BROOMFINISH, TYP.

2" SMOOTH TOOLEDEDGE 3/16"R, TYP.

INSTALL AT 5'-0" INTERVALS, TYP.

2 1

/2"

4" M

IN.

VERTICAL SURFACEWHERE OCCURING

JOINT FILLER

INSTALL AT 20'-0" INTERVALS, TYP.

LIGHT BROOMFINISH, TYP.

2" SMOOTH TOOLEDEDGE 3/16"R, TYP.

1" R.

COLD JOINT (PROVIDEEXPANSION JT. WHERE WALK

IS CONFINED ON BOTH SIDES)

CONC.

TOP OF PAVINGPER PLAN

2" COMPACTED DEPTHCRUSHED SURFACINGBASE COURSE

4"

AR

CH T

O V

ER

IFY D

EPTH

5 1/2"

6"

ALIGN WALK TOTOP OF CURB

4"

COMPACTED SUBGRADE

6 1/2"

8 1/4"

3/8" JOINT FILLER

CONCRETE WALK 1" R.

ALIGN WALK TOTOP OF CURB

CONCRETE

CONCRETE WALK

CRUSHED BASE COURSE

6"

6"

AR

CH T

O V

ER

IFY D

EPTH

4"

4"

2" COMPACTED DEPTH CRUSHEDSURFACING BASE COURSE

COMPACTED SUBGRADE

18'-0

"

11'-0" 5'-0" 9'-0"

30

"

12"

12" TYP.

SIGN MOUNTED 2" DIA.STL. UPRIGHT SEE DTL

8/A1.2 FOR ADDITIONALINFORMATION

VAN

(A)(B)

STATE DISABLED PARKINGPERMIT REQUIRED

VAN ACCESSIBLE

RESERVEDPARKING

TOP OF GRADE

2" SCHED. 80STL. UPRIGHT INCONC. FOOTINGWITH CAP

WHERESCHEDULED (B)

PRE FINISHEDHANDICAPPEDSIGN PER R.C.W.70.92.120 SITE (A)

8" FOOTINGo

o

12"

60

" M

IN.

18"

24" 18

"

1" R.

(2) #4 BAR

COMPACTED TOPCOURSE

COMPACTEDSUBCOURSE

6"

7"

1"

6"

18"

FINISHED GRADEPER SITE PLAN

THICKEN CONC.EDGE TOBOTTOM OFDRAINAGECOURSE

2 1/2" SMOOTHTOOLED EDGE BAND

FORM W/ 8" NOM.MATERIAL

3/16" R. @ EDGE

4" DRAINAGECOURSE ONCOMPACTEDSUB-GRADE

1"

MIN

.

4"

4"

MIN.

4" 4"

GROUT FILL

(2) ~B" DIA. x 1'-6"STL. RODS

ASPHALTICPAVEMENT

PRE-CAST CONC.TIRE BUMPER

1 1/4"

8 1/2"

5"

6" 1 1/4"

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

Riv

erf

ron

t R

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\DD

P\A

rch

ite

ctu

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DP

.rvt

5/6

/201

6 1

0:4

8:3

1 A

M

A1.2

ES

1615

05/06/2016

LS

SITE DETAILS

RIV

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8801

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

ADA RAMP CONCRETE CURB1SCALE: 1/4" = 1'-0"

2ADA RAMP END SIDEWALK1

SCALE: 1 1/2" = 1'-0"3

CONCRETE CONTROL JOINT

SCALE: 1 1/2" = 1'-0"4

CONCRETE EXPANSION JOINT

SCALE: 1 1/2" = 1'-0"5

CONCRETE PAVEMENT CURB1

SCALE: 1 1/2" = 1'-0"6

CONCRETE STEP1

7PARKING - TYPICAL HC STALLS

SCALE: 3/4" = 1'-0"8

PARKING - HC SIGNSCALE: 1 1/2" = 1'-0"

10CONCRETE - PLANTER CURB

SCALE: 1" = 1'-0"9

CONCRETE - WALK EDGE

SCALE: 1" = 1'-0"12

PARKING - TIRE BUMPER

Revisions

Date No. Description

UP

NOTES:

1.

2.

SISTER EXISTING 2x4 WOOD FRAMED STUD WALLS WITH NEW 2x6 STUDS. PROVIDE AND INSTALL NEW

R-21 MIN. INSULATION.

ENCLOSE EXISTING STAIR OPENING

EE

2

2

D D

A A

G G

6

6

1

1

AREA OF SLAB-ON-GRADE

643.62

EX.

ELEV.

PIT 24'-2"

5

5

50'-2"

7'-8" 50'-2"

1

A3.3

2

A3.3

2

A3.3

3

A3.3

3

A3.3

C C

FF

AREA OF SLAB-ON-GRADE

AREA OF CRAWL

SPACE ABOVE

24'-2"

8'-7"

5'-7"

8'-8"

5'-2" 17'-9 1/2"

EXISTING POST AND

BEARING PADS

B B

3 4

4

101

R @ 6 23/32"17

135'-10"

7'-8" 17'-4" 8'-4" 24'-6" 78'-0"

5'-0

"68'-0

"

5'-0

"29'-8"

4"

24'-2"

12'-0

"1'-10

"8'-6" 4'-10"

5'-0

"5'-4"

P1P1

P1

P1

GREASE RECEPTACLE

KEY PLAN

A

B

C

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A2.1

ES

1615

05/11/2016

LS

FOUND./LOWER LEVEL PLAN

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

FOUNDATION / LOWER LEVEL PLAN

Revisions

Date No. Description

UP

EE

2

2

D D

G G

1

1 5

5

2

A3.3

3

A3.3

3

A3.3

C C

FF

4

7'-8" 25'-8" 24'-6"

4"

24'-2"

12'-0

"1'-10

"

4"

24'-2"

12'-0

"1'-10

"

3'-6" 12'-2"

3'-6"

EXISTING

ELEVATOR

PIT

EXISTING POST AND

BEARING PADS

5'-2" 17'-9 1/2"

7'-8" 50'-2"

7'-8" 36'-2" 14'-0"

GREASE RECEPTACLE

NOTES:

1.

2.

DEMOLISH EXISTING STAIRS AND ENCLOSE EXISTING STAIR OPENING.

ENCLOSE EXISTING ELEVATOR SHAFT AT LOWER LEVEL & UPPER LEVEL ONLY.

KEY PLAN

A

B

C

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

Riv

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:38

:41

AM

A2.1A

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FOUND./LOWER LEVEL PLAN

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ALL

A W

ALL

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8801

SCALE: 1/4" = 1'-0"2

FOUNDATION / LOWER LEVEL PLAN A

Revisions

Date No. Description

2

2

D D

A A

1

1 5

5

2

A3.3

2

A3.3

C C

B B

3

AREA OF SLAB-ON-GRADE

7'-8" 50'-2"

7'-8" 36'-2" 8'-6" 5'-6"

25'-0" 32'-10"

2'-0"

5'-0

"29'-8"

4"

5'-0

"29'-8"

4"

5'-0

"5'-4"

8'-6" 4'-10"

4'-4"

KEY PLAN

A

B

C

NOTES:

1.

2.

ALL EXTERIOR DIMENSIONS ARE TAKEN FRON OUTSIDE FACE OF CONCRETE.

5875

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

Riv

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

FOUNDATION / LOWER LEVEL PLAN B

Revisions

Date No. Description

UP

DN

UP

UP

UP

NOTES:

1.

2.

SISTER EXISTING 2x4 WOOD FRAMED STUD WALLS WITH NEW 2x6 STUDS. PROVIDE AND INSTALL NEW

R-21 MIN. INSULATION.

ENCLOSE EXISTING STAIR OPENING

EE

2

2

D D

A A

G G

6

6

ADA

CHAIR

LIFT

3'-0

"7'-6"

1'-6"

1

1

653.45

648.45653.45

LINE OF CLIMBING

STRUCTURE ABOVE

5'-6"

R @ 6 23/32"17

R @ 6 23/32"17

R @ 5 3/4"4

R @

6"

5

5

5

1

A3.3

1

A3.3

2

A3.3

2

A3.3

3

A3.3

8"

C C

FF

B B

3 4

4

201

207

202

203

204

211

210

209

208

214

206

205

213

212

73'-0

"

DE

H

H

J

F

F

K

K

K

K

JJ

7'-8" 17'-4" 8'-4" 24'-6" 78'-0"

7'-8" 25'-8" 24'-6" 78'-0"

5'-0

"29'-8"

4"

24'-2"

12'-0

"1'-10

"

W1

W1

EXISTING BARNFLOOR

W2

W2

W1

P2P2P1P1

P1

P1

P2 P2

P1

P1

P2

W1

W1

W1 P2

P1

P1P1 P1

P1

KEY PLAN

A

B

C

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A2.2

ES

1615

05/11/2016

LS

MAIN LEVEL PLAN

RIV

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A W

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8801

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

MAIN LEVEL PLAN

Revisions

Date No. Description

UP

DN

UP

UP

UP

NOTES:

1.

2.

SISTER EXISTING 2x4 WOOD FRAMED STUD WALLS WITH NEW 2x6 STUDS. PROVIDE AND INSTALL NEWR-21 MIN. INSULATION.

ENCLOSE EXISTING STAIR OPENING

KEY PLAN

A

B

C

EE

2

2

D D

G G

1

1 5

5

2

A3.3

2

A3.3

3

A3.3

3

A3.3

C C

FF

4

4

9'-1"

4'-10

"

10'-0

"10

'-0

"10

'-0

"

10'-6" 10'-6" 10'-6"

653.45

R @ 6 23/32"17

R @ 6 23/32"17

R @ 5 3/4"4

R @

6"

5

8"

201

207

202

203

204

206

205

J

F

F

K

K

K

K

JJ

7'-8" 25'-8" 24'-6"

24'-2"

12'-0

"1'-1

0"

12'-0

"24'-2"

6"

8'-9"

3'-3"

11'-8"

5'-8"

2'-6"

3'-10

"

4'-2" 6'-8" 5'-6" 6'-6" 2'-10" 5'-0" 12'-0" 7'-6"

36" ORNAMENTALRAILING PER CONT'R

5'-1"

3'-8"

3'-10" 6'-8"

2'-10"

7'-8" 4" 12'-5" 7'-4 1/2" 3'-11" 7'-2" 13'-2" 5'-6" 4"

4'-0

"

12'-0

"8'-10

"3'-0

"6"

3'-6"

3'-6"

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A2.2A

ES

1615

05/06/2016

LS

MAIN LEVEL PLAN

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

MAIN LEVEL PLAN

Revisions

Date No. Description

NOTES:

1.

2.

SISTER EXISTING 2x4 WOOD FRAMED STUD WALLS WITH NEW 2x6 STUDS. PROVIDE AND INSTALL NEW

R-21 MIN. INSULATION.

ENCLOSE EXISTING STAIR OPENING

KEY PLAN

A

B

C

2

2

D D

A A

1

1 5

5

2

A3.3

2

A3.3

C C

B B

3

ADA

CHAIR

LIFT

5'-6"

653.45

207

211

210

209

208

212 DE

H

H

JJ

7'-8" 17'-4" 32'-10"

4'-8" 5'-2" 8'-0" 1'-6" 12'-0" 1'-6"1'-0" 3'-7" 12'-11" 3'-1" 5'-5"

5'-0

"3'-9"

2'-9"

8'-9"

8'-9"

2'-9"

3'-3"

6"

3'-7" 4'-1" 4'-4" 3'-6" 1'-0" 3'-1"

3'-7" 4'-1" 4'-4" 3'-6" 1'-0" 3'-1"

TYP.

3'-0

"

5'-0"

5'-0"

6'-0

"5'-6"

6'-0

"6'-6"

DRINKING FOUNTAIN,

PROVIDED BY OWNER

5875

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A2.2B

ES

1615

05/11/2016

LS

MAIN LEVEL PLAN

RIV

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ALL

A W

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A A

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8801

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

MAIN LEVEL PLAN

Revisions

Date No. Description

UP

EE

2

2

D D

A A

G G

6

6

1

1

4'-6"

3'-0

"9'-8"

7'-0

"

4"

7'-8" 50'-2" 78'-0"

CLIMBING STRUCTURE

1 1

/2"

/ 1

2"

3"

/ 1

2"

3" / 12" LINE OF NEWFLOOR INFILL

30'-10" 14'-8"

16'-1" 19'-8" 14'-5" 78'-0"

5'-0

"29'-8"

4"

24'-2"

12'-0

"1'-1

0"

24'-2"

13'-10

"

3"

5'-0

"68'-0

"

25'-4" 3'-6" 49'-2"

34'-8"

5

5

7'-8" 17'-4" 8'-4" 24'-6" 78'-0"

1

A3.3

2

A3.3

2

A3.3

3

A3.3

3

A3.3

C C

FF

34'-8"

2'-6"

B B

3

3

4

4

301

302

HV

AC

CHASE

EX.ELEV.

303

G

G

R @ 6 23/32"17

R @ 6 23/32"17

I

I

B B

C

A

307

29'-0

"

4'-0

"

P1

P1P1

W2

W2

P1

W2

W2

KEY PLAN

A

B

C

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

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A2.3

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LS

LOW ROOF/UPPER LEVEL PLAN

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8801

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

LOW ROOF / UPPER LEVEL PLAN

Revisions

Date No. Description

UP

EE

2

2

D D

G G

1

1 5

5

2

A3.3

2

A3.3

3

A3.3

3

A3.3

C C

FF

4'-6"

3'-0

"9'-8"

7'-0

"

4"

7'-8" 50'-2"

3"

/ 1

2"

3" / 12"

LINE OF NEWFLOOR INFILL

7'-8" 30'-10" 14'-8" 4'-8"

16'-1" 19'-8" 14'-5"

7'-9"

8'-9"

3'-2"

4'-6"

24'-2"

24'-2"

12'-0

"1'-1

0"

3"

2'-6"

4'-6"

301

302

HV

AC

CHASE

EX.ELEV.

303

16'-4" 7'-9" 3'-6" 4'-2"

9'-3"

5'-6"

KEY PLAN

A

B

C

NOTES:

1.

2.

SISTER EXISTING 2x4 WOOD FRAMED STUD WALLS WITH NEW 2x6 STUDS. PROVIDE AND INSTALL NEWR-21 MIN. INSULATION.

ENCLOSE EXISTING STAIR OPENING

5875

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

Riv

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A2.3A

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LOW ROOF/UPPER LEVEL PLAN

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ALL

A W

ALL

A A

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8801

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

LOW ROOF / UPPER LEVEL PLAN A

Revisions

Date No. Description

2

2

D D

A A

1

1 5

5

2

A3.3

2

A3.3

C C

B B

3

3

4"

7'-8" 17'-4" 32'-10"

1 1

/2"

/ 1

2"

5'-0

"29'-8"

25'-0

"4'-8"

1'-6

"

2'-0"

KEY PLAN

A

B

C

NOTES:

1.

2.

SISTER EXISTING 2x4 WOOD FRAMED STUD WALLS WITH NEW 2x6 STUDS. PROVIDE AND INSTALL NEWR-21 MIN. INSULATION.

ENCLOSE EXISTING STAIR OPENING

5875

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

Riv

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A2.3B

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1615

05/06/2016

LS

LOW ROOF/UPPER LEVEL PLAN

RIV

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R.R

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1319 W

ALL

A W

ALL

A A

VEN

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A 9

8801

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

LOW ROOF / UPPER LEVEL PLAN B

Revisions

Date No. Description

UP

CONT'R TO COOR'D.SOLAR PANEL LOC'N &INSTALLATION W/ MFR.

EXISTING ROOF &ROOF OVERHANGS

1 1

/2"

/ 1

2"

3"

/ 1

2"

3" / 12"

4'-0"

4'-0

"

4'-0

"

4'-0"

1 1

/2"

/ 1

2"

1 1

/2"

/ 1

2"

1 1

/2"

/ 1

2"

1

A3.3

1

A3.3

2

A3.3

2

A3.3

3

A3.3

3

A3.3

SKYLIGHT

SKYLIGHT

NEW ROOF

29'-0

"5'-0

"1'-6

"3'-0

"22'-2"

10'-0

"2'-0

"1'-6

"

1'-6

"1'-6

"

10'-0" 24'-2"

1'-6"

23'-6" 1'-0" 78'-0" 1'-0"

5'-0

"73'-0

"5'-0

"

2'-0" 25'-0" 31'-10" 1'-0" 78'-0" 1'-0"

17'-6"

15'-0

"

13'-6"

18'-0"

KEY PLAN

A

B

C

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

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ROOF LEVEL PLAN

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

ROOF LEVEL PLAN

Revisions

Date No. Description

BARN - MAIN LEVEL - EXISTING0"

BARN - UPPER LEVEL - EXISTING9'-6"

FOUNDATION-7'-0"

BARN - LOWER LEVEL - EXISTING-9'-6"

T.O.P. - BARN - EXISITNG16'-4"

2

T.O.P. - EXERCISE ROOM14'-0"

6

ROCK GYM LEVEL-5'-0"

1

1'-6"

T.O. CLIMBING STRUCTURE11'-6"

5

1

A3.3

1

A3.3

2

A3.3

2

A3.3

LINE OF GRADE AT BUILDING

34

8'-0

"

21'-0

"

34'-0

"

DESIGN/BUILD

LATTICE SYSTEM

BY CONT'R, TYP.

BARN - MAIN LEVEL - EXISTING0"

BARN - UPPER LEVEL - EXISTING9'-6"

FOUNDATION-7'-0"

T.O.P. - BARN - EXISITNG16'-4"

2

T.O.P. - EXERCISE ROOM14'-0"

6

ROCK GYM LEVEL-5'-0"

1

T.O. CLIMBING STRUCTURE11'-6"

5

1

A3.3

1

A3.3

2

A3.3

3 4

33'-0

"

LINE OF FINISH GRADE

5875

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A3.1

ES

1615

05/11/2016

LS

EXTERIOR ELEVATIONS

RIV

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8801

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

NORTH EXTERIOR ELEVATION

SCALE: 1/8" = 1'-0"2

SOUTH EXTERIOR ELEVATION

Revisions

Date No. Description

E D AG

50

'-0

"

39'-7"

3

A3.3

3

A3.3

CF B

13'-6"

27'-0

"

LINE OF FINISH GRADE

DESIGN/BUILD

LATTICE SYSTEM

BY CONT'R, TYP.

EDA G

3

A3.3

3

A3.3

C FB

LINE OF FINISH GRADE

5875

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A3.2

ES

1615

05/11/2016

LS

EXTERIOR ELEVATIONS

RIV

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R.R

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ALL

A W

ALL

A A

VEN

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8801

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

EAST EXTERIOR ELEVATION

SCALE: 1/8" = 1'-0"2

WEST EXTERIOR ELEVATION

Revisions

Date No. Description

BARN - MAIN LEVEL - EXISTING0"

BARN - UPPER LEVEL - EXISTING9'-6"

FOUNDATION-7'-0"

BARN - LOWER LEVEL - EXISTING-9'-6"

T.O.P. - BARN - EXISITNG16'-4"

EDA

T.O.P. - EXERCISE ROOM14'-0"

G

ROCK GYM LEVEL-5'-0"

T.O. CLIMBING STRUCTURE11'-6"

3

A3.3

C F

SOLAR PANELS PER MFR.(CONT'R TO COORDINATEINSTALLATION & LOC'N)

EXERCISE ROOMMAIN CIRCULATION

& VIEWINGJUICE BAR

MECH. &STORAGE

MECH. &STORAGE

EX. ELEV.SHAFT

EX. ELEV.SHAFT

OFFICE/BONUS ROOM

B

BARN - MAIN LEVEL - EXISTING0"

BARN - UPPER LEVEL - EXISTING9'-6"

FOUNDATION-7'-0"

BARN - LOWER LEVEL - EXISTING-9'-6"

T.O.P. - BARN - EXISITNG16'-4"

2

T.O.P. - EXERCISE ROOM14'-0"

6

ROCK GYM LEVEL-5'-0"

1

T.O. CLIMBING STRUCTURE11'-6"

51

A3.3

2

A3.3

METAL BUILDINGPER MANUFACTURER

EXISTING BARN OUTERSTRUCTURAL WALLS TO REMAIN

8'-8"

8'-8"

3

A G

SOLAR PANELS PER MFR.(CONT'R TO COORDINATEINSTALLATION & LOC'N)

METAL BUILDINGPER MANUFACTURER

3

A3.3

B

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

A3.3

ES

1615

05/06/2016

LS

BUILDING SECTIONS

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8801

SCALE: 1/8" = 1'-0"2

SECTION B

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

SECTION C

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

SECTION A

Revisions

Date No. Description

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Copyright 2016 FORTE ARCHITECTS, INC.

240 North Wenatche Ave.Wenatchee, WA 98801(509) 293-5566

www.fortearchitects.com

JOB NO.

DATE

DRAWN BY

CHECK BY

DWG ID

ADDRESS:

PHONE:

WEBSITE:

N:\1

61

5 -

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:35

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PROJECT 3D VIEWS

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Revisions

Date No. Description