riverfront rock gym - wenatchee, wa
TRANSCRIPT
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
YM
R.R
.G.
1319 W
ALL
A W
ALL
A A
VEN
UE
WEN
ATC
HEE
, W
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.
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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.
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
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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
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
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
RIV
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
ER
OS
IO
N A
ND
S
ED
IM
EN
T C
ON
TR
OL
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
GT
ON
2016001
SRA
JAT
05/06/2016
C1.0
·
·
WA
LL
A W
AL
L 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
RIV
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
SIT
E A
ND
D
IM
EN
SIO
N P
LA
N
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
GT
ON
2016001
SRA
JAT
05/06/2016
C2.0
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
RIV
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
GR
AD
IN
G A
ND
D
RA
IN
AG
E
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
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
ER
FR
ON
T R
OC
K G
YM
CO
MM
ER
CIA
L S
IT
E P
LA
N
WA
TE
R A
ND
S
EW
ER
CIT
Y O
F W
EN
AT
CH
EE
, W
AS
HIN
GT
ON
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
t R
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/1
1/2
01
6 4
:07
:13
PM
L1.0
ES
1615
05/11/2016
LS
LANDSCAPING PLAN
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
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
C
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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"
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
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
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
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/1
3/2
01
6 8
:38
:41
AM
A2.1A
ES
1615
05/11/2016
LS
FOUND./LOWER LEVEL PLAN
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
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
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/6
/201
6 1
0:4
8:3
1 A
M
A2.1B
ES
1615
05/06/2016
LS
FOUND./LOWER LEVEL PLAN
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
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
5875
AR
CH
ITE
CT
RE
GIS
TE
RE
D
ST
AT
E O
F W
AS
HIN
GT
ON
J. T
HO
MA
S B
AS
SE
TT
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
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
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"
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/6
/201
6 1
0:4
8:3
2 A
M
A2.3
ES
1615
05/06/2016
LS
LOW ROOF/UPPER LEVEL PLAN
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
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
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/6
/201
6 1
0:4
8:3
2 A
M
A2.3A
ES
1615
05/06/2016
LS
LOW ROOF/UPPER LEVEL PLAN
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
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
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/6
/201
6 1
0:4
8:3
2 A
M
A2.3B
ES
1615
05/06/2016
LS
LOW ROOF/UPPER LEVEL PLAN
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
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/6
/201
6 1
0:4
8:3
3 A
M
A2.4
ES
1615
05/06/2016
LS
ROOF LEVEL PLAN
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
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
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
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
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
5875
AR
CH
ITE
CT
RE
GIS
TER
ED
STA
TE O
F W
AS
HIN
GTO
N
J. T
HO
MA
S B
AS
SE
TT
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
ock G
ym
\DD
P\A
rch
ite
ctu
ral\R
iverf
ront R
ock G
ym
-D
DP
.rvt
5/1
1/2
01
6 1
:02
:35
PM
AX.1
ES
1615
05/11/2016
LS
PROJECT 3D VIEWS
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
Revisions
Date No. Description