CARSON VALLEY SWIM CENTER
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
RENOVATIONS 2016
ISSUED FOR BID
JUNE 16, 2016
PROJECT ADDRESS:
1600 NV-88, MINDEN, NV 89423
DESIGN TEAM
Copyright, Ltd 2015
ARCHITECTURAL
TSK ARCHITECTS
225 S. ARLINGTON AVE. SUITE B
RENO, NV 89501
P.775.857.2949
F.775.857.2403
PAT PUSICH, AIA
E.ppusich@tska.com
STRUCTURAL ENGINEER
CFBR STRUCTURAL GROUP, LLC
5425 LOUIE LANE
RENO, NV 89511
P.775.470.1365
CHRIS ROPER, PE/SE PRINCIPAL
E.chris@cfbrgroup.com
MECHANICAL/PLUMBING
CR ENGINEERING
5434 LONGLEY LANE
RENO, NV 89511
P.775.626.1919
F.775.826.1918
CHRIS ROUNDS, P.E., PRINCIPAL
E.crounds@cr-eng.com
CHUN LEE, P.E.
E.chun@cr-eng.com
ELECTRICAL/LOW VOLTAGE
PK ELECTRICAL, INC.
681 SIERRA ROSE DRIVE
RENO, NV 89511
P.775.826.9010
F.775.826.9030
JOEY GANSER, P.E.,
ENGINEERING MANAGER
E.jganser@pkelectrical.com
CLIENT:
EAST FORK SWIMMING POOL DISTRICT
PUBLIC WORKS NUMBER
PWP-2015-242
OWNER CONTACT
CARSON VALLEY SWIM CENTER
1600 NV-88
MINDEN, NV 89423
DIRECTOR: SHANNON HARRIS
P. 775.782.8840
E. director@cvsim.com
PROJECT MANAGER: SCOTT MCCULLOUGH
P. 775.790.5212
E. smccullough@douglasnv.us
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
ISSUED FOR BID
JUNE 16, 2016
C
C.B.
C.F.C.I.
C.F.O.I.
C.G.
C.I.
C.J.
C.M.U.
CAB.
CEM.
CER.
CLG.
CLKG.
CLO.
CLR.
CNTR.
COL.
CONC.
CONN.
CONST.
CONT.
CORR.
CPT.
CT.
CTR.
CTSK.
Catch Basin
Contractor Furnished Contractor
Installed
Contractor Furnished Owner
Installed
Corner Guard
Cast Iron
Control Joint
Concrete Masonry Unit
Cabinet
Cement
Ceramic
Ceiling
Caulking
Closet
Clear
Counter
Column
Concrete
Connection
Construction
Continuous
Corridor
Carpet
Ceramic Tile
Center
Countersunk
D
D.F.
D.O.
D.S.P.
DBL.
DEPT.
DET.
DIA.
DIM.
DISP.
DN.
DR.
DS.
DWG.
DWR.
Drinking Fountain
Door Opening
Dry Standpipe
Double
Department
Detail
Diameter
Dimension
Dispenser
Down
Door
Downspout
Drawing
Drawer
E
(E)
E.
E.I.F.S.
E.J.
E.P.
E.P.D.M.
E.W.C.
EA.
ELEC.
ELEV.
EMER.
ENCL.
EQ.
EQUIP.
EXIST.
EXP.
EXT.
Existing
East
Exterior Insulation Finish System
Expansion Joint
Electrical Panelboard
Single Ply Roof Membrane
Electric Water Cooler
Each
Electrical
Elevation
Emergency
Enclosure
Equal
Equipment
Existing Exposed
Expansion
Exterior
F
F.A.
F.B.
F.D.
F.E.
F.E.C.
F.H.C.
F.O.C.
Fire Alarm
Flat Bar
Floor Drain
Fire Extinguisher
Fire Extinguisher Cabinet
Fire Hose Cabinet
Face of Concrete
M
M.C.
M.O.
MAX.
MECH.
MEMB.
MFGR.
MH.
MIN.
MIR.
MISC.
MTD.
MTL.
MUL.
N
N.
N.I.C.
N.T.S.
NO. OR #
NOM.
O
O.A.
O.C.
O.D.
O.F.C.I.
O.F.O.I.
O.H.
O.R.D.
OBS.
OFF.
OPNG.
OPP.
P
P.LAM.
P.T.D.
P.T.D./R.
P.T.R.
PL.
PLAS.
PLYWD
PR.
PRCST.
PT.
PTN.
Medicine Cabinet
Masonry Opening
Maximum
Mechanical
Membrane
Manufacturer
Manhole
Minimum
Mirror
Miscellaneous
Mounted
Metal
Mullion
North
Not in Contract
Not to Scale
Number
Nominal
Overall
On Center
Outside DIameter (Dim.)
Owner Furnished Contractor
Installed
Owner Furnished Owner Installed
Opposite Hand
Overflow Roof Drain
Obscure
Office
Opening
Opposite
S
S.
S.C.
S.C.D.
S.D.
S.N.D.
S.SK.
SCHED.
SECT.
SH.
SHR.
SHT.
SIM.
SPEC.
SQ.
SST.
STA.
STD.
STL.
STO.
STRL.
SUSP.
SYM.
South
Solid Core
Seat Cover Dispenser
Soap Dispenser
Sanitary Napkin Dispensr
Service Sink
Schedule
Section
Shelf
Shower
Sheet
Similar
Specification
Square
Stainless Steel
Station
Standard
Steel
Storage
Structural
Suspended
Symmetrical
T
T.&G.
T.B.
T.C.
T.O.W.
T.P.
T.P.D.
T.V.
TEL.
TER.
THK.
TRD.
TYP.
Tongue and Groove
Towel Bar
Top of Curb
Top of Wall
Top of Pavement
Toilet Paper Dispenser
Television
Telephone
Terazzo
Thick
Tread
Typical
U
U.N.O.
UNIF.
UR.
Unless Noted Otherwise
Unfinished
Urinal
V
V.B.
V.C.G.
V.T.
VAR.
VERT.
VEST.
Vapor Barriers
Vinyl Corner Guard
Vinyl Tile
Varies
Vertical
Vestibule
W
W.
W.C.
W/
W/O
WD.
WK.P.
WP.
WSCT.
WT.
West
Water Closet
With
Without
Wood
Working Point
Waterproof
Wainscot
Weight
#
SHEET NAME
11_MECHANICAL IMPROVEMENTS - STRUCTURAL
S0.1
STRUCTURAL SPECIFICATIONS
S1.1
ENLARGED MECHANICAL YARD NORTH FLOOR PLAN
S2.1
STRUCTURAL DETAILS & ELEVATIONS
12_MECHANICAL IMPROVEMENTS - M&P
T0.1
COVER SHEET
MP0.1 MECHANICAL ABBREVIATIONS, LEGEND, CALCULATIONS, AND
SCHEDULES
MP0.2 MECHANICAL ABBREVIATIONS, LEGEND CALCULATIONS AND
SCHEDULES
MP1.0 OVERALL MECHANICAL DEMOLTION FLOOR PLAN
MP1.1 ENLARGED MECHANICAL ROOM DEMOLITION FLOOR PLAN
MP1.2 ENLARGED MECHANICAL ROOM MEZZANINE DEMOLITION
FLOOR PLAN
MP1.3 ENLARGED MECHANICAL YARD DEMOLITION FLOOR PLAN
MP2.0 OVERALL MECHANICAL FLOOR PLAN
MP2.1 ENLARGED MECHANICAL ROOM FLOOR PLAN
MP2.2 ENLARGED MECHANICAL MEZZANINE FLOOR PLAN
MP2.3 ENLARGED MECANICAL YARD FLOOR PLAN
MP2.4 ENLARGED MECHANICAL YARD WEST FLOOR PLAN
MP3.1 MECHANICAL ROOM DEMOLITION SECTION
MP3.2 MECHANICAL ROOM SECTION
MP3.3 WEST WALL ELEVATION
MP3.4 SOUTH WALL MECHNICAL DEMOLITION ELEVATION
MP4.1 MECHANICAL ROOM DEMOLITION ISOMETRIC
MP4.2 MECHANICAL ROOM ISOMETRIC
MP5.1 DEMOLITION MECHANICAL PIPING DIAGRAMNS
MP5.3 GAS ISOMETRIC
MP6.1 DOMESTIC HOT WATER CONTROL DIAGRAM
#
SHEET NAME
00_COVER SHEET
0.0
COVER SHEET
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01_GENERAL
G0.01 PROJECT INFORMATION + SHEET INDEX
G0.11 GENERAL ACCESSIBILITY DETAILS
■
04_ARCHITECTURAL DEMO AND PHASING
AD1.00 EXISTING + DEMOLITION PLAN
AD2.00 ENLARGED DEMOLITION FLOOR PLAN
AD3.00 EXISTING + DEMO REFLECTED CEILING PLAN
AP1.01 NEW CONSTRUCTION PHASING PLAN
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05_ARCHITECTURAL
A1.01
FLOOR PLAN
A1.11
ENLARGED PLAN
A1.21
ENLARGED RESTROOM PLAN AND ELEVATIONS
A2.01
SCHEDULES, AND WALL TYPES
A3.01
REFLECTED CEILING PLAN
A4.01
ROOF PLAN
A5.01
INTERIOR + CASEWORK ELEVATIONS
A5.02
INTERIOR + CASEWORK ELEVATIONS
A6.01
EXTERIOR ELEVATIONS
A6.12
EXTERIOR ELEVATIONS
A7.31
DETAILS
A8.01
CASEWORK DETAILS
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06_STRUCTURAL
S0.01
STRUCTURAL NOTES AND SPECIFICATIONS
S1.01
STRUCTURAL PLANS
S2.01
STRUCTURAL DETAILS
08_MECHANICAL
FP1.00 FIRE PROTECTION PLANS
M0.1
MECHANICAL ABBREVIATIONS, LEGEND CALCULATIONS AND
SCHEDULES
M1.00 OVERALL MECHANICAL DEMOLITION PLAN
M1.01 ENLARGED DEMOLITION PLAN
M2.00 OVERALL MECHANICAL PLAN
M2.01 ENLARGED MECHANICAL PLAN
VICINITY MAP
R
R.
R.D.
R.O.
R.W.L.
RAD.
REF.
REFR.
REINF.
REQD
RESIL.
RGTR.
RM.
Riser
Roof Drain
Rough Opening
Rain Water Leader
Radius
Reference
Refrigerator
Reinforce
Required
Resilient
Register
Room
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09_PLUMBING
P0.1
PLUMBING ABBREVIATIONS, LEGEND AND SCHEDULES
P1.00
OVERALL PLUMBING DEMOLITION PLAN
P1.01
ENLARGED PLUMBING DEMOLITION PLANS
P2.00
OVERALL PLUMBING PLAN
P2.01
ENLARGED PLUMBING PLANS
10_ELECTRICAL
E0.1
LEGENDS & DRAWING SCHEDULE
E0.2
EXISTING ONELINE DIAGRAM
E0.3
NEW ONELINE DIAGRAM
E0.4
FIXTURE SCHED. ENERGY COMPL. CALCS & LIGHTING CONTROL
SCHEDULE
E0.5
PANEL SCHEDULES
E0.6
MCC SCHEDULES
E0.7
DETAILS
E0.8
DETAILS
E1.0
ELECTRICAL SITE PLAN
E1.1
OVERALL ELECTRICAL PLAN
E2.1
PARTIAL ELECTRICAL DEMOLITION PLAN - NORTH
E2.2
PARTIAL ELECTRICAL DEMOLITION PLAN - SOUTH
E2.3
MECHANICAL ROOM DEMOLITION ELECTRICAL PLAN MEZZANINE
E3.1
PARTIAL LIGHTING PLAN NORTH
E4.1
PARTIAL POWER POWER & SIGNAL PLAN - NIORTH
E4.2
PARTIAL POWER POWER & SIGNAL PLAN - SOUTH
E4.3
MECHANICAL ROOM NEW WORK POWER PLAN - MEZZANINE
E4.4
ENLARGED MECHANICAL YARD POWER PLAN - SOUTH
E4.5
ENLARGED MECHANICAL YARD POWER PLAN - WEST
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THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
■
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Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
PLUMBING FIXTURE COUNT
EXISTING:
Quarry Tile
■
SHEET NAME
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
PLEASE RECYCLE
Plastic Laminate
Paper Towel Dispenser
Combination Paper Towel
Dispencer and Receptacle
Paper Towel Receptacle
Plate
Plaster
Plywood
Pair
Pre-cast
Point
Partition
Q
Q.T.
■
#
PERMIT ISSUE (06.16.16)
JanitorBar
Grab
Joint
Glass Fiber Reinforced Concrete
Guage
Galvanized
Kitchen
Glass
Ground
Grade
Laboratory
Gypsum
Laminate
Lavatory
Locker
Light
Restroom
Redwood
90% CD SET
J
G
JAN.
G.B.
JT.
G.F.R.C.
GA.
K
GALV.
KIT.
GL.
GND.
L
GR.
LAB.
GYP.
LAM.
LAV.
LKR.
LT.
RRM
RWD
SWIM CENTER IMPROVEMENTS
PERMIT ISSUE (06.16.16)
Bottom of Fixture
Board
Bituminous
Building
Block
Blocking
Beam
Bottom
Face of Finish
Hose of
Bibb
Face
Stud
Hollow
Metal
Fulll
Size
Hardwood
Fountain
Hardware
Finish
Height
Flashing
Horizontal
Flourescent
Hour
Floor
Fireproof
Foot or Feet
Inside Diameter (Dim.)
Footing
Insulation
Furring
Interior
Future
DRAWING INDEX
90% CD SET
B
B.O.F.
BD.
BITUM.
BLDG.
BLK.
BLKG.
BM.
BOT.
H
F.O.F.
H.B.
F.O.S.
H.M.
F.S.
HDWD.
FDN.
HDWE.
FIN.
HGT.
FLASH.
HORIZ.
FLOUR.
HR.
FLR.
FPRF.
I
FT.
I.D.
FTG.
INSUL.
FURR.
INT.
FUT.
(FOLLOWING SWIM CENTER
IMPROVEMENTS PLANS)
PERMIT ISSUE (06.16.16)
Area Drain
Audio/Visual
Accessible
Acoustical
Adjustible
Aggregate
Aluminum
Approximate
Architectural
Asphalt
MECHANICAL IMPROVEMENTS
40:
PROPOSED:
37:
Job No: 15-074
Owner
MEN'S:
DOUGLAS H.S.
HWY 88
A
A.D.
A.V.
ACC.
ACOUS.
ADJ.
AGGR.
AL.
APPROX.
ARCH
ASPH.
DRAWING INDEX
90% CD SET
ABBREVIATIONS
3
WATER CLOSETS :
3
URINALS:
4
URINALS:
4
LAVATORIES:
3
LAVATORIES:
3
SHOWERS
4
SHOWERS
4
WOMEN'S:
MA
HO
GAN
Y
EAST FORK
SWIMMING POOL
DISTRICT
MEN'S:
WATER CLOSETS :
WOMEN'S:
WATER CLOSETS :
6
WATER CLOSETS :
6
LAVATORIES:
3
LAVATORIES:
3
SHOWERS
4
SHOWERS
4
DR
UNI-SEX:
NORTH
UNI-SEX:
WATER CLOSETS :
4
WATER CLOSETS :
3
LAVATORIES:
4
LAVATORIES:
3
SHOWERS
4
SHOWERS
4
DRINKING FOUNTAIN:
SYMBOLS
1
DRINKING FOUNTAIN:
1
CODE ANALYSIS
CARSON VALLEY
SWIM CENTER
NORTH ARROW
PXXX
X
0'-0"
CENTER LINE
FINISH SCHEDULE
OCCUPANCY CLASSIFICATION: ASSEMBLY GROUP A-3 PER 2012 IBC 508.2 ACCESSORY USE
REVISION
KEY PLAN
BENCHMARK
-ENTIRE BUILDING SITE
REVISION CLOUD
SECTION NUMBER
DATUM POINT
X
YES
CONSTRUCTION TYPE:
2-B
ALLOWABLE HEIGHT (TABLE 503 - 2012 IBC):
2 STORIES (55' MAXIMUM)
ACTUAL HEIGHT:
SECTION
XXX
FIRE SPRINKLERS PROVIDED:
+X'-XX"
APPLICABLE CODES:
2012 IBC
2012 IFC
2012 IECC
2012 UMC,
2012 UPC
2012 NEC,
2012 ICC/ANSI A117.1, LOCAL ORDINANCES
AND STATE LAWS
34'-2"
(PARAPET) / 1 STORY
AFF HEIGHT TAGS
SHEET NUMBER
DXXX
DOOR NUMBER
X; DIMENSION LINE
FROM FACE OF STUDS
TO FACE OF STUDS;
U.O.N.
X;6'-7 3/4"
XXXX
ELEVATION
XXXX
BASE ALLOWABLE AREA FOR A OCCUPANCY WITH TYPE 2-B CONSTRUCTION:
A-3 OCCUPANCY = 9,500 SF
EQUIPMENT TAG
- NO AREA, USE OR OCCUPANCY CHANGE
ROOM NAME
X
WALL TYPE TAG
DETAIL NUMBER
DETAIL BUBBLE
REQUIRED OCCUPANCY SEPARATION:
ROOM NUMBER
(NO CHANGES)
X
X; APPLIED WALL TREATMENT
TAG
ISSUED FOR BID
0 HOUR
0 HOUR
0 HOUR
0 HOUR (TABLE 602)
0 HOUR
0 HOUR
0 HOUR
0 HOUR
REV
DATE
REVISIONS
DESCRIPTION
MAXIMUM AREA OF EXTERIOR WALL OPENINGS: NO LIMIT
(TABLE 704.8 - 2006 IBC)
FIRE WALLS FOR AREA SEPARATION:
2 HOUR
TRAVEL DISTANCE
250 FT
(TABLE 1016.1 - 2006 IBC)
ROOM SQUARE FOOTAGE
X
XXX
(TABLE 508.3.3 - 2006 IBC)
FIRE RESISTANCE RATING REQUIREMENTS:
(TABLE 601 - 2006 IBC)
STRUCTURAL FRAME:
BEARING EXTERIOR WALLS:
BEARING INTERIOR WALLS:
NON-BEARING EXTERIOR WALLS:
NON-BEARING INTERIOR WALLS:
FLOOR:
ROOF: (SEE EXCEPTION c)
CORRIDOR FIRE-RESISTANCE RATING:
(TABLE 1017.1 - 2006 IBC)
ALLOWABLE AREA CALCULATIONS BUILDING A (EXISTING MAIN BUILDING REROOF)
OCCUPANCY FACTOR
FIRE EXTINGUISHERS IN SPECIAL HAZARD AREAS
OCCUPANCY LOAD
SHEET NUMBER
PROJECT SCOPE:
NORTH
(NO NEW SQUARE FOOTAGE IS ADDED WITH THIS PROJECT)
NEW CONSTRUCTION:
DEMOLITION:
• PROVIDE NEW FRONT REGISTRATION COUNTER AND NEW CONCESSIONS COUNTER
W/ SINK. PROVIDE NEW GLAZING IN REAR COUNTER WORK. PROVIDE NEW A.D.A.
WINDOW AND COUNTER WORK AT SNACK BAR. PROVIDE NEW A.D.A. FAMILY
RESTROOM AND STORAGE CLOSET.
REMOVE PORTIONS OF EXISTING NON-BEARING CMU WALLS TO EXPAND ENTRIES INTO
LOCKER ROOMS AND TO EXPAND EXISTING SNACK BAR A.D.A. WINDOW HEIGHT AND
NEW OPENING FOR NEW CONCESSIONS WINDOW. DEMO FRONT AND REAR CABINETRY
AT ADMINISTRATION AREA. DEMO LOBBY RESTROOMS AND STORAGE CLOSET FOR NEW
FAMILY A.D.A. RESTROOM.
Sheet Title
PROJECT
INFORMATION +
SHEET INDEX
• REPLACED DAMAGED WINDOWS AT SLIDE TOWER
Date: JUNE 16, 2016
• REPAIR CMU CRACKS AND PAINT ENTIRE BUILDING EXTERIOR
Sheet No:
• PROVIDE MISCELLANEOUS GUTTERS AND DRIP EDGES.
• REPLACE RUSTED VALVES AT STAIR TOWER
• M,P & E PER DRAWINGS
G0.01
DESIGN CRITERIA FOR ACCESSIBLE RESTROOMS
NOTE:
ALL HEIGHT DIMENSIONS ARE TO THE HIGHEST OPERATING CONTROL INCLUDING COIN SLOT.
THIS INCLUDES ALL ACCESSORIES.
48" - 60"
16"
HIGH
74" MIN.
8"
17"
SIDEWALL
8"
BACKWALL
WATER CLOSET
ACCESSIBLE MIRROR
6"
LAVATORY
CHILDS MIRROR
MIRROR
5"MAX
16"
WATER STREAM SHALL BE
WITHIN 3" OF THE FRONT UNIT.
36"
MIN.
15"
MIN.
33 1/2"
29 1/2"
OPEN
35 1/2"
MOP/KICK PLATE
29 1/2"
2"
TOP OF
SURFACE
351/ "
2
TO BUBBLER
271/ "
2
35 1/2"
LEVER
HANDLE SET
TO BUBBLER
28 1/2"
24 1/2"
29"
37"
9"
27"
29 1/2"
33 1/2"
33 1/2"
WC
17"
24"
17"
WC
35"
T.O. RIM
T.O. RIM
29 1/2"
@ GLASS
ANGLED FROM THE SPOUT TO BE
DRINKING FOUNTAIN NEEDS
53"
@ GLASS
47"
MIRROR
@39 1/2"
10" MIN.
WRAP PIPES
WHEN EXPOSED
16"
max
OCCUPANCY INDICATOR @
COMPANION RESTRM. ONLY
T.O. RIM
CL
CLEAR
CL
1 1/2" min.
12"
CL
36"
42" MAX.
6"CL
36"MIN.
where space
permits
24"
where space
permits
A FLOW OF WATER 4" MIN.
TO BE POSITIONED AS NOT
TO BE A PROTRUDING OBJECT
i.e. RECESSED INTO ALCOVE
30"X48"
CLEAR FLOOR
SPACE
DEAD BOLT
47" TO FLUSH HANDLE
54" MIN.
42" MIN.
THE SPOUT SHALL PROVIDE
LOW
2"
DOOR CLOSER
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
(17"-19"
CODE)
16"
3'-0"x7'-0"x1 3/4" DOOR
CHILD
LAVATORY
URINAL
DOOR
FOUNTAIN / COOLER
DIAPER CHANGE TABLE
(ALL ACCESSIBLE)
TO CONTROL LEVER
8"MAX. TO FRONT RIM
OF TOILET
4"MAX
DRIP DISH 3"
BELOW EXCEPT
@ LAV. COUNTER
GRAB BAR
WHERE OCCURS
36" CLEAR
NOTE:
4" MAXIMUM
PROJECTION OFF WALL.
TYPICAL ALL
ACCESSORIES 27" HIGH
18"
RETRACTABLE
CLOTHESLINE
12"
36"
SOAP
HOLDER
TOILET PAPER
DISPENSER
COMBINATION PAPER
TOWEL DISPENSER/
WASTE RECEPTACLE.
SURFACE MOUNTED
COMBINATION
TOWEL DISPENSER/
WASTE RECEPTACLE
RECESSED
SEAT COVER
DISPENSER
COMBINATION SEAT
COVER-SANITARY NAPKIN
DISPOSAL. SEPARATE
UNITS PREFERRED
COMBINATION
SEAT COVER/TISSUE
DISPENSER
RECESSED
RECESSED
TOWEL
DISPENSER
SANITARY
NAPKIN
DISPOSAL
SOAP
DISPENSER
NAPKIN
DISPENSER
18"
47"
11/2 "
47"
40"
47"
47"
47"
40"
USE LEVER
STYLE CONTROLS
TO 44" MAX
47"
20" MIN
47" MAX
34"
20" MIN
47" MAX
47"
19"
8"
WC
47"
24"
47"
MAX
PURSE SHELF
ROBE HOOK
SOAP DISH
TOWEL BAR
TO OPERATING
CONTROLS
TO "C" FOLD TOWEL OPENING
IF SURFACE MOUNTED, THE
DISPENSER SHALL NOT PROJECT
MORE THAN 4" BEYOND THE
SURFACE FROM WHICH THE
DISPENSER IS MOUNTED
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
SHOWER ELEVATION B
HAND DRYER
SEMI-RECESS, OR
PLACE IN ALCOVE.
MEASURED BETWEEN
EQ
THE PRIVACY PANEL
AT THE FRONT EDGE
OF THE URINAL
36"
16"MIN
RECTANGULAR
SHOWER SEAT
L-SHAPED
SHOWER SEAT
MOUNTED 18" A.F.F.
36"
60" (WHEN IN ALCOVE)
H.P.= FIN. FLR.
* door shall be self closing
LAV
PREFERRED
NOTE:
SPEC. "LATICRETE #9235"
WATERPROOF MEMBRANE.
AMBULATORY STALL
CARSON VALLEY
SWIM CENTER
MAX
SCALE: 1/4" = 1'-0"
4" MAX
Job No: 15-074
4" MAX
Owner
4" MAX
EAST FORK
SWIMMING POOL
DISTRICT
PERMITTED VERTICAL CHANGE
1
PERMITTED BEVELED CHANGE
ADA VERTICAL CHANGE IN LEVEL
SCALE: 12" = 1'-0"
X > 27"
MAX
1/2"
2
1
LIMITS OF
PROTRUDING
OBJECTS
2
27" MAX
X ≥ 80"
PERMITTED BEVELED CHANGE
4" MAX
4" MAX 4" MAX
80" MIN
4" MAX
X > 12"
> 27" - 80"
MAX
EQ EQ
1/2"
2
3
60" MIN.
Project
1600 NV-88, MINDEN, NV
89423
ACCESSIBLE ROLL-IN SHOWERS
URINAL
PLEASE RECYCLE
ADA FIXTURE LEGEEND
1/4"
1
ACCESSIBLE STALL
F.D.
B
THRESHOLD RAISED
TO 1/2" MAX. HT.
WITH BEVEL AT 1:2
ON BOTH SIDES
L.P.= FIN. FLR.-1/2"
FOLDING SEAT
27" MAX.
F.D.
CLOTHESLINE
@47" AFF TO
CENTER
door pull to
be mounted
36" a.f.f.
CONTROL &
SPRAY UNIT
22"
13"
60" (WHEN IN ALCOVE)
30"X48"
CLEAR FLOOR
SPACE
14"
36"X48"
CLEAR FLOOR
SPACE
42"
32"
AT 90° OPEN
POSITION
* door shall be self closing
24"
56" WALL MTD. W.C.
59" FLOOR MTD. W.C.
8"
CL
32" CL OPENING
AT 90° OPEN
POSITION
STANDARD
HEIGHT 24"
A.F.F. TO RIM.
ACCESSIBLE
HEIGHT
16" A.F.F. TO RIM
A
32" CL OPENING
42"
door pull to
be mounted
36" a.f.f.
4"
B
CL
CL
4"
42"
42"
8"
60" WALL MTD. W.C.
CL
12"
12"
36"
30" MIN.
EQ
36" MIN.
42" MIN
req'd for transfer
space.
42"
17"
24" MIN
32" CLR.
60" MIN. CLR.
18"
36" MIN
36" CLR.
18"
X > 12"
POST MOUNTED
PROTRUDING OBJECTS
ADA PROTRUDING OBJECTS
SCALE: 1/2" = 1'-0"
ISSUED FOR BID
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
GENERAL
ACCESSIBILITY
DETAILS
Date: JUNE 16, 2016
Sheet No:
G0.11
GENERAL NOTES
1
2
DEMO OF MASONRY TO BE 8PM - 5AM
MONDAY - THURSDAY COMPLETE
BEFORE TEMPOARARY WALLS.
REMOVE EXISTING SIGNAGE, NOTICE
BOARDS, ACCESSORIES, ETC. IN
CONFLICT WITH NEW WORK AND
PREPARE AND REINSTALL UPON
COMPLETION OF PAINTING
KEYNOTES
D1
D2
D3
REMOVE FRONT COUNTER, COUNTER
TOP, SLIDING DRAWERS, BASE
CABINETS AND ITS COMPONENTS
(INCLUDING ELECTRICAL) AND
PREPARE TO ACCEPT NEW EXPANDED
COUNTER. SEE ARCHITECTURAL AND
ELECTRICAL DRAWINGS.
D4
REMOVE POOL SIDE COUNTER,
COUNTER TOP, BASE CABINETS, AND
ITS COMPONENTS (INCLUDING
ELECTRICAL) AND PREPARE TO
ACCEPT NEW CMU WALL, NEW
EXPANDED COUNTER, AND
STOREFRONT ENCLOSURE SYSTEM.
D5
REMOVE EXISTING DRINKING
FOUNTAIN AND PREPARE TO ACCEPT
NEW ADA COMPLIANT DRINKING
FOUNTAIN. SEE PLUMBING AND
ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
D6
REMOVE EXISTING CMU WALL AT
STORAGE CLOSET AND RESTROOMS
TO ACCEPT NEW RESTROOM AND
STORAGE CLOSET. GRIND ALL FLOOR
AND WALL EDGES SMOOTH AND
PATCH AND REPAIR REMAINING
EDGES.
D7
REMOVE H/M DOOR AND H/M FRAME
AND OFFER TO OWNER.
REMOVE ALL INTERIOR FINISHES
(INCLUDING FLOOR TILE), PLUMBING
FIXTURES, TOILET ROOM
ACCESSORIES, IN EXISTING
RESTROOMS. PREPARE TO ACCEPT
NEW PLUMBING CONFIGURATIONS AND
FINISHES. OFFER BABY CHANGING
STATION TO OWNER.
D8
D9
152' - 0"
28' - 0"
36' - 0"
EXISTING R.R.
10' - 0"
10' - 0"
10' - 0"
UNISEX
RESTROOM
126
EXISTING EXERCISE POOL
STORAGE
125
MEETING
ROOM
124
10' - 0"
D21 EXISTING GLASS TROPHY DISPLAY
CASE. REMOVE AND REINSTALL UPON
COMPLETION OF PAINTING.
D22 FIRE ALARM/FIRE DEVICE TO REMAIN.
PROTECT FROM DAMAGE AND
MASK-OFF FOR REPAINTING.
MULTIPLE LOCATIONS. VERIFY IN
FIELD.
10' - 0"
EXISTING INDOOR POOL
10' - 0"
10' - 0"
10' - 0"
10' - 0"
RECEIVING
POOL
MENS
SHOWER
MENS
LOCKER
ROOM
119
WOMENS
LOCKER
ROOM
105
D24
MENS
DRESSING
29' - 11 1/4"
OFFICE
114
UP
MECHANICAL
101
D26
D27
ELECT.
103
WOMENS
DRESSING
STAIR TOWER
122
CORR.
LOBBY
111
TELEPHONE
104
SPRINKLER
CLOSET
UP
D25
CONCESSIONS
116
D33
D23
UP
4' - 0"
1
AD2.00
8' - 0"
CORR.
10' - 0"
19' - 4"
31' - 0"
STORAGE
102
WORK ROOM
113
MECHANICAL
ROOM
118
3' - 6"
10' - 0"
D23
89' - 4"
68' - 8"
28' - 0"
1
DEMOLITION PLAN
SCALE: 3/32" = 1'-0"
Consultant
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
D28 NOT USED
D29 REMOVE CLOCK AND TIMERS FROM
POOL SIDE WALL AT POOL COUNTER.
RELOCATE ELECTRICAL PER
ELECTRICAL DOCUMENTS AND
REINSTALL UPON COMPLETON OF
STOREFRONT ENCLOSURE SYSTEM.
10' - 0"
10' - 0"
EXISTING EXTERIOR POOL
FIRST AID
107
Copyright, Ltd 2015
D25 PREPARE WINDOW SILLS TO ACCEPT
NEW DRIP EDGES. SEE ELEVATIONS
AND DETAILS.
D26 DAMAGED/RUSTED VALVES. MULTIPLE
LOCATIONS. REFER TO PLUMBING
DRAWINGS FOR ADDITIONAL
REQUIREMENTS.
D27 PREPARE INTERIOR FINISHES OF
STAIR TOWER TO RECEIVE NEW PAINT.
REMOVE ALL LOOSE PAINT. PRIME
AND PAINT PER SPECIFICATIONS AND
FINISH SCHEDULE. INCLUDING ALL
MASONRY, CONDUIT, PIPING,
STAIR/HANDRAIL/GUARDRAIL WIRE
MESH PANELS, STRUCTURAL BRACING,
AND STEEL SURFACES. PAINT ALL
CURTAIN WALL FRAME SECTIONS. SEE
SPECIFICATIONS.
MODIFIED TRAINING POOL
WOMENS SHOWER
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
D24 EXISTING STOREFRONT/INSULATED
WINDOW SYSTEM TO BE REMOVED
(DAMAGED SEALS AND STAINED
GLASS). PREPARE FOR REPLACEMENT
AND REFER TO WINDOW SCHEDULE
AND SPECIFICIAONS.
10' - 0"
10' - 0"
105' - 0"
D23 CMU MASONRY CRACKS AT EXTERIOR.
REFER TO STRUCTURAL DRAWINGS
FOR REPAIR REQUIREMENTS.
PREPARE AND PAINT UPON
COMPLETION OF PROJECT WITH
BALANCE OF EXTERIOR PAINTING.
OFFICE
ROOM
123
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
REMOVE PORTION OF EXISTING
CONCRETE SLAB AND CORE AT CMU
WALL TO ACCEPT NEW PLUMBING
SUPPLY/WASTE/VENT FOR NEW
CONCESSIONS SINK. SEE PLUMBING
DRAWINGS.
D10 REMOVE EXISTING MESSSAGE
BOARD/DISPLAY CASE. PROTECT AND
REINSTALL AT COMPLETION OF
PROJECT. (2 PLACES)
D11 REMOVE EXISTING FULL HEIGHT
WOOD CABINET/STORAGE AND OFFER
TO OWNER.
D12 REMOVE EXISTING SOUND SYSTEM/IT
RACK AND PROTECT AND REINSTALL
UPON COMPLETON OF NEW BACK
COUNTER.
D13 REMOVE EXISTING SAFE UNDER
OWNER SUPERVISION AND PROVIDE
TO OWNER. OWNER TO REINSTALL AT
COMPLETION OF PROJECT.
D14 EXISTING LIGHT CONTROL SWITCHES.
PROTECT FROM DAMAGE UNTIL
COMPLETION OF NEW STOREFRONT
ENCLOSURE.
D15 PROTECT EXISTING ELECTRICAL
PANEL FROM DAMAGE DURING
CONSTRUCTION ACTIVITIES.
D16 REMOVE EXISTING CONCESSIONS
GLASS DISPLAY CASE AND REINSTALL
ONCE PAINTING IS COMPLETED.
D17 REMOVE LAMINATE LOCKER BANK AND
OFFER TO OWNER.
D18 EXISTING LOCKABLE LADDER ACCESS
TO REMAIN. (TO PAINT)
D19 SWIM SUIT DRYER. DISCONNECT
POWER AND REMOVE CONDUITS FROM
WING WALL SCHEDULED TO BE
DEMOLISHED AND OFFER TO OWNER.
D20 EXISTING CONCESSIONS ROOM. WORK
LIMITED TO PROVIDING NEW
CONCESSONS WINDOW AND TRIM AND
FIT. PAINT INTERIOR ROOM WHEN
COMPLETED.
EXISTING MECHANICAL YARD
10' - 0"
REMOVE PORTION OF EXISTING CMU
WALL FOR NEW CONCESSIONS
AND/OR ADA SNACK BAR WINDOW.
REMOVE CMU SCREENWALL. GRIND
ALL REMNANTS SMOOTH AT FLOORS
AND WALLS. PATCH AND REPAIR. (AT
WALL ADJACENT TO STAIRWELL,
SALVAGE HANDRAIL AND MODIFY PER
ARCHITECTURAL DRAWINGS.) ALSO
OFFER TO OWNER “SUGGESTION BOX”.
EXISTING IRON FENCING
D30 REMOVE ELECTRONIC PAPER TOWEL
DISPENSER PRIOR TO REMOVAL OF
CMU SCREEN WALL AND OFFER TO
OWNER.
D31 PREPARE EXTERIOR CMU SURFACES
TO ACCEPT NEW PAINT. REMOVE ALL
LOOSE PAINT. SEE EXTERIOR
ELEVATIONS, PAINT SCHEDULE, AND
SPECIFICATIONS.
ISSUED FOR BID
D32 REMOVE RESIDENTIAL GRADE RAIN
GUTTER AND DOWNSPOUTS AND
PREPARE TO ACCEPT NEW
COMMERCIAL GRADE RAIN GUTTERS
AND DOWNSPOUTS. SEE ELEVATIONS,
DETAILS, AND SPECIFICATIONS.
D33 SEAL ALL PIPE PENETATIONS INTO
BUILDING AT EXERIOR AND INTERIOR
FACES. SEE SPECIFICATIONS.
D34 ROOF TOP MECHANICAL UNITS –
REMOVE ALL LOOSE PAINT AND PRIME
AND REPAINT. SEE ELEVATIONS AND
SPECIFICATIONS.
D35 REMOVE GYPSUM BOARD CEILING,
LIGHTS, ETC. IN ITS ENTIRITY AND
PREPARE FOR NEW WORK.
D36 REMOVE PORTION OF CEILING TO
ALLOW FOR REMOVAL OF CMU WALLS.
PATCH AND REPAIR TO MATCH
ADJACENT. SEE FINISH SCHEDULE.
D37 EXISTING LIGHT FIXTURE OR
MECHANICAL DIFFUSER TO BE
REMOVED. SEE ELECTRICAL AND
MECHANICAL SHEETS FOR ADDITIONAL
INFORMATION.
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
EXISTING +
DEMOLITION PLAN
D38 EXISTING LIGHT FIXTURE OR
MECHANICAL DIFFUSER TO REMAIN.
PROTECT FROM DAMAGE DURING NEW
WORK. WRAP DEVICE AS NECESSARY
TO KEEP CLEAN.
D39 EXISTING CEILING SYSTEM TO BE
REMOVED TO ACCEPT NEW WORK.
D40 EXISTING CEILING SYSTEM TO REMAIN
– NO WORK. PREPARE TO BE
REPAINTED.
D41 EXISTING EXTERIOR SOFFITS TO
REMAIN AND BE REPAINTED. SEE
PAINTING SPECIFICATIONS.
Date: JUNE 16, 2016
Sheet No:
AD1.00
GENERAL NOTES
1
2
KEYNOTES
DEMO OF MASONRY TO BE 8PM - 5AM
MONDAY - THURSDAY COMPLETE
BEFORE TEMPOARARY WALLS.
REMOVE EXISTING SIGNAGE, NOTICE
BOARDS, ACCESSORIES, ETC. IN
CONFLICT WITH NEW WORK AND
PREPARE AND REINSTALL UPON
COMPLETION OF PAINTING
D1
D2
D3
REMOVE FRONT COUNTER, COUNTER
TOP, SLIDING DRAWERS, BASE
CABINETS AND ITS COMPONENTS
(INCLUDING ELECTRICAL) AND
PREPARE TO ACCEPT NEW EXPANDED
COUNTER. SEE ARCHITECTURAL AND
ELECTRICAL DRAWINGS.
D4
REMOVE POOL SIDE COUNTER,
COUNTER TOP, BASE CABINETS, AND
ITS COMPONENTS (INCLUDING
ELECTRICAL) AND PREPARE TO
ACCEPT NEW CMU WALL, NEW
EXPANDED COUNTER, AND
STOREFRONT ENCLOSURE SYSTEM.
D5
REMOVE EXISTING DRINKING
FOUNTAIN AND PREPARE TO ACCEPT
NEW ADA COMPLIANT DRINKING
FOUNTAIN. SEE PLUMBING AND
ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
D6
REMOVE EXISTING CMU WALL AT
STORAGE CLOSET AND RESTROOMS
TO ACCEPT NEW RESTROOM AND
STORAGE CLOSET. GRIND ALL FLOOR
AND WALL EDGES SMOOTH AND
PATCH AND REPAIR REMAINING
EDGES.
D7
REMOVE H/M DOOR AND H/M FRAME
AND OFFER TO OWNER.
REMOVE ALL INTERIOR FINISHES
(INCLUDING FLOOR TILE), PLUMBING
FIXTURES, TOILET ROOM
ACCESSORIES, IN EXISTING
RESTROOMS. PREPARE TO ACCEPT
NEW PLUMBING CONFIGURATIONS AND
FINISHES. OFFER BABY CHANGING
STATION TO OWNER.
D8
D9
D4
D12
D22
WOMENS
LOCKER
ROOM
105
WORK ROOM
113
LIFE GUARD
108
OFFICE
114
D2
DEMO SLAB, SEE
STRUCTURAL
DEMO SLAB, SEE
STRUCTURAL
D30
CORE FOR NEW
PLUMBING FOR
CONCESSION
SINK
TEMPORARY WALL
D2
D17
D2
D11
D9
MENS
LOCKER
ROOM
119
D30
D16
D3
3' - 6"
2' - 0"
12' - 0"
D21 EXISTING GLASS TROPHY DISPLAY
CASE. REMOVE AND REINSTALL UPON
COMPLETION OF PAINTING.
D22 FIRE ALARM/FIRE DEVICE TO REMAIN.
PROTECT FROM DAMAGE AND
MASK-OFF FOR REPAINTING.
MULTIPLE LOCATIONS. VERIFY IN
FIELD.
D15
DEMO SLAB, SEE
STRUCTURAL
TEMPORARY WALL
TEMPORARY WALL
D10
D1
D23 CMU MASONRY CRACKS AT EXTERIOR.
REFER TO STRUCTURAL DRAWINGS
FOR REPAIR REQUIREMENTS.
PREPARE AND PAINT UPON
COMPLETION OF PROJECT WITH
BALANCE OF EXTERIOR PAINTING.
MENS FOYER
115
D2
D2
8"
D5
D7
D3
ADA FAMILY
117
D8
D1
CONCESSIONS
116
D8
D10
Consultant
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
D28 NOT USED
D29 REMOVE CLOCK AND TIMERS FROM
POOL SIDE WALL AT POOL COUNTER.
RELOCATE ELECTRICAL PER
ELECTRICAL DOCUMENTS AND
REINSTALL UPON COMPLETON OF
STOREFRONT ENCLOSURE SYSTEM.
MECHANICAL
ROOM
118
D6
D17
Copyright, Ltd 2015
D25 PREPARE WINDOW SILLS TO ACCEPT
NEW DRIP EDGES. SEE ELEVATIONS
AND DETAILS.
D26 DAMAGED/RUSTED VALVES. MULTIPLE
LOCATIONS. REFER TO PLUMBING
DRAWINGS FOR ADDITIONAL
REQUIREMENTS.
D27 PREPARE INTERIOR FINISHES OF
STAIR TOWER TO RECEIVE NEW PAINT.
REMOVE ALL LOOSE PAINT. PRIME
AND PAINT PER SPECIFICATIONS AND
FINISH SCHEDULE. INCLUDING ALL
MASONRY, CONDUIT, PIPING,
STAIR/HANDRAIL/GUARDRAIL WIRE
MESH PANELS, STRUCTURAL BRACING,
AND STEEL SURFACES. PAINT ALL
CURTAIN WALL FRAME SECTIONS. SEE
SPECIFICATIONS.
LOBBY
111
D21
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
D24 EXISTING STOREFRONT/INSULATED
WINDOW SYSTEM TO BE REMOVED
(DAMAGED SEALS AND STAINED
GLASS). PREPARE FOR REPLACEMENT
AND REFER TO WINDOW SCHEDULE
AND SPECIFICIAONS.
DEMO SLAB, SEE
STRUCTURAL
8"
DEMO SLAB, SEE
STRUCTURAL
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
REMOVE PORTION OF EXISTING
CONCRETE SLAB AND CORE AT CMU
WALL TO ACCEPT NEW PLUMBING
SUPPLY/WASTE/VENT FOR NEW
CONCESSIONS SINK. SEE PLUMBING
DRAWINGS.
D10 REMOVE EXISTING MESSSAGE
BOARD/DISPLAY CASE. PROTECT AND
REINSTALL AT COMPLETION OF
PROJECT. (2 PLACES)
D11 REMOVE EXISTING FULL HEIGHT
WOOD CABINET/STORAGE AND OFFER
TO OWNER.
D12 REMOVE EXISTING SOUND SYSTEM/IT
RACK AND PROTECT AND REINSTALL
UPON COMPLETON OF NEW BACK
COUNTER.
D13 REMOVE EXISTING SAFE UNDER
OWNER SUPERVISION AND PROVIDE
TO OWNER. OWNER TO REINSTALL AT
COMPLETION OF PROJECT.
D14 EXISTING LIGHT CONTROL SWITCHES.
PROTECT FROM DAMAGE UNTIL
COMPLETION OF NEW STOREFRONT
ENCLOSURE.
D15 PROTECT EXISTING ELECTRICAL
PANEL FROM DAMAGE DURING
CONSTRUCTION ACTIVITIES.
D16 REMOVE EXISTING CONCESSIONS
GLASS DISPLAY CASE AND REINSTALL
ONCE PAINTING IS COMPLETED.
D17 REMOVE LAMINATE LOCKER BANK AND
OFFER TO OWNER.
D18 EXISTING LOCKABLE LADDER ACCESS
TO REMAIN. (TO PAINT)
D19 SWIM SUIT DRYER. DISCONNECT
POWER AND REMOVE CONDUITS FROM
WING WALL SCHEDULED TO BE
DEMOLISHED AND OFFER TO OWNER.
D20 EXISTING CONCESSIONS ROOM. WORK
LIMITED TO PROVIDING NEW
CONCESSONS WINDOW AND TRIM AND
FIT. PAINT INTERIOR ROOM WHEN
COMPLETED.
D13
D14
FIRST AID
107
REMOVE PORTION OF EXISTING CMU
WALL FOR NEW CONCESSIONS
AND/OR ADA SNACK BAR WINDOW.
REMOVE CMU SCREENWALL. GRIND
ALL REMNANTS SMOOTH AT FLOORS
AND WALLS. PATCH AND REPAIR. (AT
WALL ADJACENT TO STAIRWELL,
SALVAGE HANDRAIL AND MODIFY PER
ARCHITECTURAL DRAWINGS.) ALSO
OFFER TO OWNER “SUGGESTION BOX”.
STORAGE
118
D30 REMOVE ELECTRONIC PAPER TOWEL
DISPENSER PRIOR TO REMOVAL OF
CMU SCREEN WALL AND OFFER TO
OWNER.
D31 PREPARE EXTERIOR CMU SURFACES
TO ACCEPT NEW PAINT. REMOVE ALL
LOOSE PAINT. SEE EXTERIOR
ELEVATIONS, PAINT SCHEDULE, AND
SPECIFICATIONS.
D7
ISSUED FOR BID
D32 REMOVE RESIDENTIAL GRADE RAIN
GUTTER AND DOWNSPOUTS AND
PREPARE TO ACCEPT NEW
COMMERCIAL GRADE RAIN GUTTERS
AND DOWNSPOUTS. SEE ELEVATIONS,
DETAILS, AND SPECIFICATIONS.
1
D33 SEAL ALL PIPE PENETATIONS INTO
BUILDING AT EXERIOR AND INTERIOR
FACES. SEE SPECIFICATIONS.
D34 ROOF TOP MECHANICAL UNITS –
REMOVE ALL LOOSE PAINT AND PRIME
AND REPAINT. SEE ELEVATIONS AND
SPECIFICATIONS.
D35 REMOVE GYPSUM BOARD CEILING,
LIGHTS, ETC. IN ITS ENTIRITY AND
PREPARE FOR NEW WORK.
D36 REMOVE PORTION OF CEILING TO
ALLOW FOR REMOVAL OF CMU WALLS.
PATCH AND REPAIR TO MATCH
ADJACENT. SEE FINISH SCHEDULE.
D37 EXISTING LIGHT FIXTURE OR
MECHANICAL DIFFUSER TO BE
REMOVED. SEE ELECTRICAL AND
MECHANICAL SHEETS FOR ADDITIONAL
INFORMATION.
ENLARGED DEMOLITION FLOOR PLAN
SCALE: 1/4" = 1'-0"
LEGEND
EXISTING GYP CEILING
TO REMAIN - TO PAINT
DEMO WALL
DEMO DOOR
TEMP WALL
D38 EXISTING LIGHT FIXTURE OR
MECHANICAL DIFFUSER TO REMAIN.
PROTECT FROM DAMAGE DURING NEW
WORK. WRAP DEVICE AS NECESSARY
TO KEEP CLEAN.
D39 EXISTING CEILING SYSTEM TO BE
REMOVED TO ACCEPT NEW WORK.
D40 EXISTING CEILING SYSTEM TO REMAIN
– NO WORK. PREPARE TO BE
REPAINTED.
D41 EXISTING EXTERIOR SOFFITS TO
REMAIN AND BE REPAINTED. SEE
PAINTING SPECIFICATIONS.
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
ENLARGED
DEMOLITION FLOOR
PLAN
Date: JUNE 16, 2016
Sheet No:
AD2.00
GENERAL NOTES
1
2
KEYNOTES
DEMO OF MASONRY TO BE 8PM - 5AM
MONDAY - THURSDAY COMPLETE
BEFORE TEMPOARARY WALLS.
REMOVE EXISTING SIGNAGE, NOTICE
BOARDS, ACCESSORIES, ETC. IN
CONFLICT WITH NEW WORK AND
PREPARE AND REINSTALL UPON
COMPLETION OF PAINTING
D1
D2
D3
REMOVE FRONT COUNTER, COUNTER
TOP, SLIDING DRAWERS, BASE
CABINETS AND ITS COMPONENTS
(INCLUDING ELECTRICAL) AND
PREPARE TO ACCEPT NEW EXPANDED
COUNTER. SEE ARCHITECTURAL AND
ELECTRICAL DRAWINGS.
D4
REMOVE POOL SIDE COUNTER,
COUNTER TOP, BASE CABINETS, AND
ITS COMPONENTS (INCLUDING
ELECTRICAL) AND PREPARE TO
ACCEPT NEW CMU WALL, NEW
EXPANDED COUNTER, AND
STOREFRONT ENCLOSURE SYSTEM.
D5
REMOVE EXISTING DRINKING
FOUNTAIN AND PREPARE TO ACCEPT
NEW ADA COMPLIANT DRINKING
FOUNTAIN. SEE PLUMBING AND
ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
D6
REMOVE EXISTING CMU WALL AT
STORAGE CLOSET AND RESTROOMS
TO ACCEPT NEW RESTROOM AND
STORAGE CLOSET. GRIND ALL FLOOR
AND WALL EDGES SMOOTH AND
PATCH AND REPAIR REMAINING
EDGES.
D7
REMOVE H/M DOOR AND H/M FRAME
AND OFFER TO OWNER.
REMOVE ALL INTERIOR FINISHES
(INCLUDING FLOOR TILE), PLUMBING
FIXTURES, TOILET ROOM
ACCESSORIES, IN EXISTING
RESTROOMS. PREPARE TO ACCEPT
NEW PLUMBING CONFIGURATIONS AND
FINISHES. OFFER BABY CHANGING
STATION TO OWNER.
D8
D9
D38
D38
D38
D38
D38
OPEN TO STRUCTURE ABOVE
(NO WORK)
D21 EXISTING GLASS TROPHY DISPLAY
CASE. REMOVE AND REINSTALL UPON
COMPLETION OF PAINTING.
D22 FIRE ALARM/FIRE DEVICE TO REMAIN.
PROTECT FROM DAMAGE AND
MASK-OFF FOR REPAINTING.
MULTIPLE LOCATIONS. VERIFY IN
FIELD.
OPEN TO STRUCTURE ABOVE
(NO WORK)
D38
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
REMOVE PORTION OF EXISTING
CONCRETE SLAB AND CORE AT CMU
WALL TO ACCEPT NEW PLUMBING
SUPPLY/WASTE/VENT FOR NEW
CONCESSIONS SINK. SEE PLUMBING
DRAWINGS.
D10 REMOVE EXISTING MESSSAGE
BOARD/DISPLAY CASE. PROTECT AND
REINSTALL AT COMPLETION OF
PROJECT. (2 PLACES)
D11 REMOVE EXISTING FULL HEIGHT
WOOD CABINET/STORAGE AND OFFER
TO OWNER.
D12 REMOVE EXISTING SOUND SYSTEM/IT
RACK AND PROTECT AND REINSTALL
UPON COMPLETON OF NEW BACK
COUNTER.
D13 REMOVE EXISTING SAFE UNDER
OWNER SUPERVISION AND PROVIDE
TO OWNER. OWNER TO REINSTALL AT
COMPLETION OF PROJECT.
D14 EXISTING LIGHT CONTROL SWITCHES.
PROTECT FROM DAMAGE UNTIL
COMPLETION OF NEW STOREFRONT
ENCLOSURE.
D15 PROTECT EXISTING ELECTRICAL
PANEL FROM DAMAGE DURING
CONSTRUCTION ACTIVITIES.
D16 REMOVE EXISTING CONCESSIONS
GLASS DISPLAY CASE AND REINSTALL
ONCE PAINTING IS COMPLETED.
D17 REMOVE LAMINATE LOCKER BANK AND
OFFER TO OWNER.
D18 EXISTING LOCKABLE LADDER ACCESS
TO REMAIN. (TO PAINT)
D19 SWIM SUIT DRYER. DISCONNECT
POWER AND REMOVE CONDUITS FROM
WING WALL SCHEDULED TO BE
DEMOLISHED AND OFFER TO OWNER.
D20 EXISTING CONCESSIONS ROOM. WORK
LIMITED TO PROVIDING NEW
CONCESSONS WINDOW AND TRIM AND
FIT. PAINT INTERIOR ROOM WHEN
COMPLETED.
D38
D38
REMOVE PORTION OF EXISTING CMU
WALL FOR NEW CONCESSIONS
AND/OR ADA SNACK BAR WINDOW.
REMOVE CMU SCREENWALL. GRIND
ALL REMNANTS SMOOTH AT FLOORS
AND WALLS. PATCH AND REPAIR. (AT
WALL ADJACENT TO STAIRWELL,
SALVAGE HANDRAIL AND MODIFY PER
ARCHITECTURAL DRAWINGS.) ALSO
OFFER TO OWNER “SUGGESTION BOX”.
D23 CMU MASONRY CRACKS AT EXTERIOR.
REFER TO STRUCTURAL DRAWINGS
FOR REPAIR REQUIREMENTS.
PREPARE AND PAINT UPON
COMPLETION OF PROJECT WITH
BALANCE OF EXTERIOR PAINTING.
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
D24 EXISTING STOREFRONT/INSULATED
WINDOW SYSTEM TO BE REMOVED
(DAMAGED SEALS AND STAINED
GLASS). PREPARE FOR REPLACEMENT
AND REFER TO WINDOW SCHEDULE
AND SPECIFICIAONS.
D25 PREPARE WINDOW SILLS TO ACCEPT
NEW DRIP EDGES. SEE ELEVATIONS
AND DETAILS.
D26 DAMAGED/RUSTED VALVES. MULTIPLE
LOCATIONS. REFER TO PLUMBING
DRAWINGS FOR ADDITIONAL
REQUIREMENTS.
D27 PREPARE INTERIOR FINISHES OF
STAIR TOWER TO RECEIVE NEW PAINT.
REMOVE ALL LOOSE PAINT. PRIME
AND PAINT PER SPECIFICATIONS AND
FINISH SCHEDULE. INCLUDING ALL
MASONRY, CONDUIT, PIPING,
STAIR/HANDRAIL/GUARDRAIL WIRE
MESH PANELS, STRUCTURAL BRACING,
AND STEEL SURFACES. PAINT ALL
CURTAIN WALL FRAME SECTIONS. SEE
SPECIFICATIONS.
D36
D36
D38
D38
D37
NO WORK
GYP
8' - 0"
GYP
8' - 0"
NO WORK
D28 NOT USED
D29 REMOVE CLOCK AND TIMERS FROM
POOL SIDE WALL AT POOL COUNTER.
RELOCATE ELECTRICAL PER
ELECTRICAL DOCUMENTS AND
REINSTALL UPON COMPLETON OF
STOREFRONT ENCLOSURE SYSTEM.
D35
D38
D38
GYP
9' - 0"
GYP
8' - 0"
D30 REMOVE ELECTRONIC PAPER TOWEL
DISPENSER PRIOR TO REMOVAL OF
CMU SCREEN WALL AND OFFER TO
OWNER.
D31 PREPARE EXTERIOR CMU SURFACES
TO ACCEPT NEW PAINT. REMOVE ALL
LOOSE PAINT. SEE EXTERIOR
ELEVATIONS, PAINT SCHEDULE, AND
SPECIFICATIONS.
D37
OPEN TO STRUCTURE ABOVE
D35
GYP
9' - 0"
GYP
8' - 0"
D37
D41
1
D41
D41
D38
D38
ISSUED FOR BID
D32 REMOVE RESIDENTIAL GRADE RAIN
GUTTER AND DOWNSPOUTS AND
PREPARE TO ACCEPT NEW
COMMERCIAL GRADE RAIN GUTTERS
AND DOWNSPOUTS. SEE ELEVATIONS,
DETAILS, AND SPECIFICATIONS.
D35
D33 SEAL ALL PIPE PENETATIONS INTO
BUILDING AT EXERIOR AND INTERIOR
FACES. SEE SPECIFICATIONS.
D34 ROOF TOP MECHANICAL UNITS –
REMOVE ALL LOOSE PAINT AND PRIME
AND REPAINT. SEE ELEVATIONS AND
SPECIFICATIONS.
D35 REMOVE GYPSUM BOARD CEILING,
LIGHTS, ETC. IN ITS ENTIRITY AND
PREPARE FOR NEW WORK.
D36 REMOVE PORTION OF CEILING TO
ALLOW FOR REMOVAL OF CMU WALLS.
PATCH AND REPAIR TO MATCH
ADJACENT. SEE FINISH SCHEDULE.
D37 EXISTING LIGHT FIXTURE OR
MECHANICAL DIFFUSER TO BE
REMOVED. SEE ELECTRICAL AND
MECHANICAL SHEETS FOR ADDITIONAL
INFORMATION.
EXISTING REFLECTED CEILING PLAN - OPTION C
SCALE: 1/4" = 1'-0"
D38 EXISTING LIGHT FIXTURE OR
MECHANICAL DIFFUSER TO REMAIN.
PROTECT FROM DAMAGE DURING NEW
WORK. WRAP DEVICE AS NECESSARY
TO KEEP CLEAN.
LEGEND
EXISTING GYP CEILING
TO REMAIN - TO PAINT
DEMO WALL
DEMO DOOR
TEMP WALL
D39 EXISTING CEILING SYSTEM TO BE
REMOVED TO ACCEPT NEW WORK.
D40 EXISTING CEILING SYSTEM TO REMAIN
– NO WORK. PREPARE TO BE
REPAINTED.
D41 EXISTING EXTERIOR SOFFITS TO
REMAIN AND BE REPAINTED. SEE
PAINTING SPECIFICATIONS.
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
EXISTING + DEMO
REFLECTED CEILING
PLAN
Date: JUNE 16, 2016
Sheet No:
AD3.00
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
THIS IS A FUTURE ADDITION AND IS FOR
REFERENCE ONLY AND CONSTRUCTION
OF THIS ADDITION IS NOT PART OF THIS
PROJECT.
24" X 24" CMU COLUMNS
MECHANICAL
ENCLOSURE
130
PROPOSED
ADDITION
129
PROPOSED
OFFICE
128
EXISTING
RESTROOM
127
PLEASE RECYCLE
Project
UNISEX
RESTROOM
126
CARSON VALLEY
SWIM CENTER
EXISTING EXERCISE POOL
STORAGE
125
MEETING
ROOM
124
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
OFFICE
ROOM
123
Owner
EAST FORK
SWIMMING POOL
DISTRICT
EXISTING INDOOR POOL
MODIFIED TRAINING POOL
RECEIVING
POOL
EXISTING OUTDOOR POOL
PLASTIC K-RAIL BARRIERS (TO
REMAIN FOR OWNER'S USE)
FIRST AID
107
WAY FINDING - ENTRANCE
WOMENS SHOWER
WOMENS
LOCKER
ROOM
105
LIFE GUARD
108
WORK ROOM
113
MENS
SHOWER
OFFICE
114
T1
T1
MENS
LOCKER
ROOM
119
TEMPORARY WALL
TEMPORARY WALL
T1
UP
MENS
DRESSING
STAIR TOWER
122
TEMPORARY WALL
WOMENS
DRESSING
WOMENS
FOYER
106
GATE
MENS FOYER
115
ISSUED FOR BID
UP
ADA FAMILY
117
LOBBY
111
FIRE
SPRINKLER
ROOM
120
REV
DATE
REVISIONS
DESCRIPTION
MECHANICAL
ROOM
118
CONCESSIONS
116
STORAGE
118
PROJECT SIGN AND WAY
FINDING TO SIDE
Sheet Title
NEW CONSTRUCTION
PHASING PLAN
1
NEW CONSTRUCTION PLAN
SCALE: 3/32" = 1'-0"
Date: JUNE 16, 2016
Sheet No:
AP1.01
GENERAL NOTES
1
THESE DOCUMENTS (ALL DISCIPLINES)
ARE A COHESIVE SET OF DRAWINGS.
EACH TRADE SHALL REVIEW ALL
ARCHITECTURAL AND ENGINEERING
DRAWINGS FOR INFOMATION THAT
CROSSES OVER TO VARIOUS TRADES
FOR PROPER COORDINATION
2
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS AND CONFIRM EXISTING
CONDTIONS PRIOR TO COMMENCING
WORK.
ALL DIMENSIONS ARE FROM FACE OF
FINISH TO FACE OF FINISH UNLESS
NOTED OTHERWISE.
CONTRACTOR TO NOTIFY ARCHITECT
OF ANY DISCREPANCIES WITH
CONTACT DOCUMENTS AS SOON AS
POSSIABLE.
REFER TO WALL TYPE DRAWINGS AND
UL RATED DESIGN DRAWINS FOR ANY
REQUIRED FIRE-RESISTIVE
CONSTRUCTION.
REMOVE ALL CARPETING ADHESIVES
AND BASE FROM FLOORS, WALLS,
BASE WHERE SCHEDULE TO BE
REMOVED.
REMOVE ALL FLOOR TILE, WALL TILE,
ACCESSORIES, ETC... IN RESTROMS
SCHEDULED TO BE REMOVED.
PREPARE INTERIOR AND EXTERIOR
SURFACES TO RECEIVE NEW PAINT.
SEE PAINTING SCHEDULE AND
SPECIFICATIONS.
CLEAN ALL INTERIOR SURFACES IN
LOBBY AND ADMINSTRATION AREA
UPON COMPLETION OF WORK.
CLEAN ALL WINDOWS IN LOBBY AREA,
NEW STOREFRONT SYSTEM, AND
SLIDE STAIR TOWER UPON
COMPLETION OF WORK.
SEE ALTERNATE SHEETS FOR ITEMS
OUTSIDE OF BASE CONTRACT WORK.
FENCE NOT SHOWN FOR CLEARITY TO BE PAINTED BLACK
SEE PHOTOS FOR SCHEDULED
REPAINTING OF ROOF MOUNTING
MECHANICAL UNITS
PAINT FREE STANDING AND WROUGHT
IRON FENCING. NOT SHOWN FOR
CLARITY.
PROTECT EXISTING SLIDE
COMPONENTS DURING NEW WORK.
REMOVE ITEMS FROM FACADE PRIOR
TO PAINTING, INCLUDING BUT NOT
LIMITED TO SIGNAGE LIGHT FIXTURES
ETC.
REMOVE ALL INTERIOR AND EXTERIOR
SIGNAGE THAT ENCUMBERS WORK
AND REINSTALL UPON COMPLETTION
3
4
5
6
7
8
9
10
11
A6.01
12
1
13
14
SHOWN FOR REFERENCE
ONLY - ADDITION TO BE PART
OF A FUTURE PROJECT
NOTE:
15
1
16
BUILDING EXTERIOR TO BE REPAINTED IN ITS
ENTIRETY. MISCELLANEOUS MECHANICAL
UNITS TO BE REPAINTED. SEE STRUCTURAL
FOR CRACK REPAIR AND TREATMENT
17
MECHANICAL
ENCLOSURE
130
NEW MECH
YARD ENCLOSURE
PROPOSED
ADDITION
129
PROPOSED
OFFICE
128
EXISTING
RESTROOM
127
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
KEYNOTES
1
UNISEX
RESTROOM
126
SEE MECHANICAL AND STRUCTURAL
FOR WORK IN EXPANDED MECHANICAL
YARD
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
EXISTING EXERCISE POOL
STORAGE
125
MEETING
ROOM
124
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
OFFICE
ROOM
123
A6.12
2
1
EXISTING INDOOR POOL
A6.12
MODIFIED TRAINING POOL
RECEIVING
POOL
EXISTING OUTDOOR POOL
WOMENS SHOWER
FIRST AID
107
SEE STRUCTURAL FOR CRACK REPAIR
LIFE GUARD
108
WOMENS
LOCKER
ROOM
105
WOMENS
DRESSING
MENS
SHOWER
OFFICE
114
MENS
LOCKER
ROOM
119
STAFF AREA
112
WOMENS
FOYER
106
MENS FOYER
115
ADA FAMILY
117
LOBBY
111
1
A1.11
CONCESSIONS
116
ISSUED FOR BID
STAIR TOWER
122
UP
VEST.
109
UP
MENS
DRESSING
STORAGE
118
SEE ELEVATIONS FOR REMOVAL
AND REPLACEMENT OF DAMAGED
INSULATED GLASS UNITS - 4
PLACES
FIRE
SPRINKLER
ROOM
120
REV
DATE
REVISIONS
DESCRIPTION
MECHANICAL
ROOM
118
SEE STRUCTURAL FOR CRACK REPAIR
Sheet Title
FLOOR PLAN
2
A6.01
1
NEW CONSTRUCTION PLAN
SCALE: 3/32" = 1'-0"
Date: JUNE 16, 2016
Sheet No:
A1.01
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
OFFICE
FIRST AID
LIFE GUARD
SHOWERS
SHOWERS
FOYER
FOYER
LOCKERS
LOCKERS
TEAM ROOM
TEAM ROOM
SPRINKLER
CLOSET
BENCH
BENCH
ISSUED FOR BID
LOBBY
CONCESSIONS
ADA FAMILY
RESTROOM
REV
DATE
REVISIONS
DESCRIPTION
VESTIBULE
MECHANICAL
ROOM
Sheet Title
STORAGE
PROPOSED LOCKER
ROOM RENOVATION
Date: JUNE 16, 2016
1
PROPOSED LOCKER ROOM LAYOUT
SCALE: 1/4" = 1'-0"
Sheet No:
A1.03.1
GENERAL NOTES
1
THESE DOCUMENTS (ALL DISCIPLINES)
ARE A COHESIVE SET OF DRAWINGS.
EACH TRADE SHALL REVIEW ALL
ARCHITECTURAL AND ENGINEERING
DRAWINGS FOR INFOMATION THAT
CROSSES OVER TO VARIOUS TRADES
FOR PROPER COORDINATION
2
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS AND CONFIRM EXISTING
CONDTIONS PRIOR TO COMMENCING
WORK.
ALL DIMENSIONS ARE FROM FACE OF
FINISH TO FACE OF FINISH UNLESS
NOTED OTHERWISE.
CONTRACTOR TO NOTIFY ARCHITECT
OF ANY DISCREPANCIES WITH
CONTACT DOCUMENTS AS SOON AS
POSSIABLE.
REFER TO WALL TYPE DRAWINGS AND
UL RATED DESIGN DRAWINS FOR ANY
REQUIRED FIRE-RESISTIVE
CONSTRUCTION.
REMOVE ALL CARPETING ADHESIVES
AND BASE FROM FLOORS, WALLS,
BASE WHERE SCHEDULE TO BE
REMOVED.
REMOVE ALL FLOOR TILE, WALL TILE,
ACCESSORIES, ETC... IN RESTROMS
SCHEDULED TO BE REMOVED.
PREPARE INTERIOR AND EXTERIOR
SURFACES TO RECEIVE NEW PAINT.
SEE PAINTING SCHEDULE AND
SPECIFICATIONS.
CLEAN ALL INTERIOR SURFACES IN
LOBBY AND ADMINSTRATION AREA
UPON COMPLETION OF WORK.
CLEAN ALL WINDOWS IN LOBBY AREA,
NEW STOREFRONT SYSTEM, AND
SLIDE STAIR TOWER UPON
COMPLETION OF WORK.
SEE ALTERNATE SHEETS FOR ITEMS
OUTSIDE OF BASE CONTRACT WORK.
FENCE NOT SHOWN FOR CLEARITY TO BE PAINTED BLACK
SEE PHOTOS FOR SCHEDULED
REPAINTING OF ROOF MOUNTING
MECHANICAL UNITS
PAINT FREE STANDING AND WROUGHT
IRON FENCING. NOT SHOWN FOR
CLARITY.
PROTECT EXISTING SLIDE
COMPONENTS DURING NEW WORK.
REMOVE ITEMS FROM FACADE PRIOR
TO PAINTING, INCLUDING BUT NOT
LIMITED TO SIGNAGE LIGHT FIXTURES
ETC.
REMOVE ALL INTERIOR AND EXTERIOR
SIGNAGE THAT ENCUMBERS WORK
AND REINSTALL UPON COMPLETTION
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
KEYNOTES
1
2
3
A5.01
4
1
2
5
1
A8.01
7
A8.01
+36"
6
113
3
7
A5.01
19
8
6
13
MATCH EXIST.
COUNTER HEIGHT
4
A5.01
9
10
2
6
LIFE GUARD
108
1
A8.01
14
OFFICE
114
WORK ROOM
113
14
15
9
4
5
10
A8.01
A8.01
B1
A5.01
5
15
1
+42"
ALIGN
NEW
CONCESSIONS
119
6' - 0"
4' - 0"
6' - 0"
4' - 5 1/4"
8
16' - 0"
9
16
A1
A5.02
17
18
8' TALL
19
A5.02
10
STAFF AREA
112
7
2' - 4"
2
6
6
A5.02
SERVER
RACK
SAFE
+36"
+40"
A8.01
3
3'
-
5
A5.02
2
6"
3' - 2 1/2"
1
"
-6
'
3
+40"
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
NEW LOCKERS, SEE PROJECT
SPECIFICATIONS.
REMOVE AND RE-INSTALL EXISTING
FREEZER
REMOVE AND RE-INSTALL EXISTING
REFRIGERATOR
FLOOR MOUNTED DOOR STOP,
LOCATE TO PROTECT DOOR FROM
WALL CORNER
2' - 2"
1' - 6"
3' - 0"
WOMENS
FOYER
106
18
1' - 6"
17
EXISTING LOCKER ROOM
- NO WORK
MENS
LOCKER
ROOM
119
15
3' - 1 1/2"
8' TALL
7' - 11 3/4"
3' - 4"
3' - 3"
A1
3' - 10 1/2"
EXISTING LOCKER ROOM
- NO WORK
WOMENS
LOCKER
ROOM
105
EXISTING SINK
TO REMAIN
13
3
8' - 0"
FIRST AID
107
11
12
PATCH WALL AND FLOOR FROM
REMOVAL OF CMU SCREENWALL FOR
SMOOTH SURFACE. PATCH REPAIR
AND PAINT.
NEW CONCESSIONS SERVICE
WINDOW OPENING. SEE DETAILS AND
SECTIONS + STRUCTURAL.
NEW SNACK BAR ADA WINDOW. SEE
SPECIFICATIONS, DETAILS AND
SECTIONS + STRUCTURAL.
NEW REGISTRATION COUNTER AND
SNACK BAR COUNTER. SEE
SPECIFICATIONS, DETAILS, AND
SECTIONS.
NEW GATE. SEE SPECIFICATIONS,
DETAILS, AND SECTIONS.
NEW POOL SIDE COUNTER AND
CASEWORK. SEE SPECIFICATIONS,
DETAILS, AND SECTIONS.
NEW STOREFRONT WINDOW AND
DOOR SYSTEM. SEE SPECIFICATIONS,
ELEVATIONS, DETAILS, AND
SECTIONS.
NEW DRINKING FOUNTAIN, SEE
ELEVATIONS AND PLUMBING
DRAWINGS.
NEW CONCESSIONS SINK, SEE
PLUMBING DRAWINGS.
NEW SNACK BAR COUNTERTOP. SEE
SPECIFICATIONS, ELEVATIONS AND
DETAILS.
NOT USED
NEW PLUMBING FIXTURE, SEE
PLUMBING DRAWINGS.
NEW DOOR AND FRAME, SEE DOOR
SCHEDULE, ELEVATIONS, DETAILS,
AND SPECIFICATIONS.
NEW CASEWORK STATION. SEE
ELEVATIONS, DETAILS, AND
SPECIFICATIONS.
NEW SCREENWALL PARTITION
(PARTIAL HEIGHT, MATCH ADJ. CMU
WALL HEIGHT) WITH STRUCTURAL
END SUPPORT. SEE PARTITION TYPE
AND DETAILS. (FRP WRAPPED, SEE
W-3).
5
114
4
MENS FOYER
115
A5.02
FIRE
SPRINKLER
ROOM
120
+40"
1' - 6"
12
16
+36"
8
1
8
NEW COUNTER
7
10
B1
4
A5.01
8
A1.21
ISSUED FOR BID
A
2
3
A1.21
3
CONCESSIONS
116
ADA FAMILY
117
8
LOBBY
111
REV
A8.01
13
A2
DATE
REVISIONS
DESCRIPTION
MECHANICAL
ROOM
118
117
LEGEND
CORRIDOR
120
13
118
Sheet Title
ENLARGED PLAN
STORAGE
118
EXISTING CMU
A2
EXISTING CMU
NEW WALL FRAMING
Date: JUNE 16, 2016
Sheet No:
1
ENLARGED PLAN
SCALE: 1/4" = 1'-0"
A1.11
GENERAL NOTES
1
THESE DOCUMENTS (ALL DISCIPLINES)
ARE A COHESIVE SET OF DRAWINGS.
EACH TRADE SHALL REVIEW ALL
ARCHITECTURAL AND ENGINEERING
DRAWINGS FOR INFOMATION THAT
CROSSES OVER TO VARIOUS TRADES
FOR PROPER COORDINATION
2
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS AND CONFIRM EXISTING
CONDTIONS PRIOR TO COMMENCING
WORK.
ALL DIMENSIONS ARE FROM FACE OF
FINISH TO FACE OF FINISH UNLESS
NOTED OTHERWISE.
CONTRACTOR TO NOTIFY ARCHITECT
OF ANY DISCREPANCIES WITH
CONTACT DOCUMENTS AS SOON AS
POSSIABLE.
REFER TO WALL TYPE DRAWINGS AND
UL RATED DESIGN DRAWINS FOR ANY
REQUIRED FIRE-RESISTIVE
CONSTRUCTION.
REMOVE ALL CARPETING ADHESIVES
AND BASE FROM FLOORS, WALLS,
BASE WHERE SCHEDULE TO BE
REMOVED.
REMOVE ALL FLOOR TILE, WALL TILE,
ACCESSORIES, ETC... IN RESTROMS
SCHEDULED TO BE REMOVED.
PREPARE INTERIOR AND EXTERIOR
SURFACES TO RECEIVE NEW PAINT.
SEE PAINTING SCHEDULE AND
SPECIFICATIONS.
CLEAN ALL INTERIOR SURFACES IN
LOBBY AND ADMINSTRATION AREA
UPON COMPLETION OF WORK.
CLEAN ALL WINDOWS IN LOBBY AREA,
NEW STOREFRONT SYSTEM, AND
SLIDE STAIR TOWER UPON
COMPLETION OF WORK.
SEE ALTERNATE SHEETS FOR ITEMS
OUTSIDE OF BASE CONTRACT WORK.
FENCE NOT SHOWN FOR CLEARITY TO BE PAINTED BLACK
SEE PHOTOS FOR SCHEDULED
REPAINTING OF ROOF MOUNTING
MECHANICAL UNITS
PAINT FREE STANDING AND WROUGHT
IRON FENCING. NOT SHOWN FOR
CLARITY.
PROTECT EXISTING SLIDE
COMPONENTS DURING NEW WORK.
REMOVE ITEMS FROM FACADE PRIOR
TO PAINTING, INCLUDING BUT NOT
LIMITED TO SIGNAGE LIGHT FIXTURES
ETC.
REMOVE ALL INTERIOR AND EXTERIOR
SIGNAGE THAT ENCUMBERS WORK
AND REINSTALL UPON COMPLETTION
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
KEYNOTES
1
2
3
4
5
1' - 9"
1' - 7"
3' - 7"
1' - 6"
EXISTING CMU WALL
BULL NOSE TRIM AT ENDS / EDGES
CERAMIC WALL TILE
BASE TILE
PAINTED GYPSUM BOARD
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
CLR
1600 NV-88, MINDEN, NV
89423
TA-8
1
TA-1
TA-7
4
TA-6
A1.21
TA-4
2
3
TA-5
TA-3
TA-2
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
ADA FAMILY
117
TOILET ACCESSORIES SCHEDULE
SYMBOLS
TA-1
TA-2
TA-3
TA-4
TA-5
TA-6
TA-7
TA-8
DESCRIPTION
MANUFACTURER
36" 1 1/2" DIA. S.S. GRAB BAR W/ CONCEALED MOUNTING
42" 1 1/2" DIA. S.S. GRAB BAR W/ CONCEALED MOUNTING
18" 1 1/2" DIA. S.S. GRAB BAR W/ CONCEALED MOUNTING
SURFACE MOUNTED TOILET TISSUE DISPENSER
SURFACE MOUNTED SANITARY NAPKIN DISPOSAL
LIQUID SOAP DISPENSER
MIRROR W/ S.S. CHANNEL FRAME
SURFACE SINGLE FOLD PAPER TOWEL CABINET
BOBRICK
BOBRICK
BOBRICK
BOBRICK
CONTINENTAL
BOBRICK
CONTINENTAL
MFR. NO.
B-5806 X 36"
B-5806 X 42"
B-5806 X 18"
B-4288
250W
B-165 1830
630 C
MOUNTING HEIGHT
2'-11" A.F.F. (U.N.O.)
2'-11" A.F.F. (U.N.O.)
3'-4" A.F.F. TO BOTTOM
2'-0" A.F.F. (U.N.O.)
20" MIN. 47" MAX.
3'-4" A.F.F. TO BOTTOM
6'-2" A.F.F.
2'-10" A.F.F. (U.N.O.)
A
ENLARGED ADA FAMILY RESTROOM PLAN
SCALE: 1/2" = 1'-0"
1
5
6
5
1
2
2
2
2
3
3
3
3
ISSUED FOR BID
ACC.
4
4
DATE
REVISIONS
DESCRIPTION
5' - 4"
5' - 4"
5' - 4"
5' - 4"
REV
4
4
Sheet Title
1
ADA RESTROOM ELEVATION
SCALE: 1/2" = 1'-0"
2
ADA RESTROOM ELEVATION
SCALE: 1/2" = 1'-0"
3
ADA RESTROOM ELEVATION
SCALE: 1/2" = 1'-0"
4
ADA RESTROOM ELEVATION
SCALE: 1/2" = 1'-0"
ENLARGED
RESTROOM PLAN
AND ELEVATIONS
Date: JUNE 16, 2016
Sheet No:
A1.21
ROOM FINISH SCHEDULE
FLOORING
ROOM NO.
ROOM NAME
MAT'L
DOOR SCHEDULE
CEILING
BASE
MAT'L
WALL
NORTH
MAT'L
EAST
MAT'L
PANEL
SOUTH
MAT'L
WEST
MAT'L
COMMENTS
DR. NO. RM. NO.
Level 1
106
107
108
111
113
114
115
116
117
118
119
120
WOMENS FOYER
FIRST AID
LIFE GUARD
LOBBY
WORK ROOM
OFFICE
MENS FOYER
CONCESSIONS
ADA FAMILY
STORAGE
NEW CONCESSIONS
CORRIDOR
F-1
F-1
F-1
F-1
F-1
F-1
F-1
F-1
F-2
F-1
F-1
F-1
B-1
B-1
-
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
C-1
ETS
(E)
(E)
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1, W-2A,B,C W-1, W-2A,B,C W-1, W-2A,B,C W-1, W-2A,B,C
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
B-1 & W-3 AT NEW STUD WALL, W-1 SEE DETAIL 2/A5.00
B-1 & W-3 AT NEW STUD WALL
PR
W
SIZE
H
T
FRAME
TYPE
MAT'L
TYPE
MAT'L
113
100
3' - 1"
7' - 0"
1 3/4"
B
AL/GL
S.F.
AL/GL
114
117
118
111
117
118
3' - 0"
3' - 0"
3' - 0"
3' - 2"
6' - 8"
6' - 8"
1 3/4"
1 3/4"
1 3/4"
A
A
A
SCWD
SCWD
SCWD
2
1
1
PLWD
H.M.
H.M.
HEAD DTL
SILL DTL
JAMB DTL
LATCH
JAMB DTL
HINGE
HDWR
LABEL
1
-
REMARKS
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
SEE STOREFRONT ELEVATION 1/A5.01
2
3
4
DOOR HARDWARE SCHEDULE
SEE DETAIL 1/A5.00
SEE SCHEDULE
6"
SEE SCHEULE
QTY
ITEM
MANUFACTURER
MODEL/DESCRIPTION
FINISH/NOTES
3 per door
1 per
1 per
1 per
1 per
Cont. Hinge
Push & Pull
Surface Closer
Floor-Door Stop
Gasketing
Pemko G0272903
by mfgr
LCN
Ives
Pemko
CFS83CP 626
by mfgr
LCN 4040
by mfgr
by mfgr
Continuous Geared Hinge
1 per
1 per
1 per
3 per door
Cont. Hinge
Lockset (passage)
Wall Stop
silencers.
Pemko
Schlage
Ives
Pemko
G0272903 CFS83CP 626
ND10LH0169
WS406-407CCV US26D
1 per
1 per
Cont. Hinge
Lockset (Privacy)
Pemko
Schlage
1
1 per
1
Surface Closer
Wall Stop
Gasketing
LCN
Ives
Pemko
G0272903 CFS83CP 626
L9440 06B x B LHR L283-712
(occupancy indicator)
LCN 4040XP RW/PA AL
WS406-407CCV US26D
PK33BL 18
6"
COLOR
MODEL NUMBER
REMARKS:
FLOORING
F-1
F-2
EXPOSED CONCRETE
CERAMIC TILE
A
DAL TILE
SEALED; PATCH CONCRETE
WHERE REQUIRED FOR NEW WALL
CONSTRUCTION AND DEMO. MATCH
EXISTING FINISH AND CIRCULAR
PATTERN IN NEW CONCRETE
AREAS.
SET 3
GROUT:#88 SILVER SHADOW,
USE THICK SET MORTER
SET 4
NATURAL HUES
MIST; QH15 - 4"X4" FIELD TILE
1 per
1 per
1 per
1
BASE
B-1
RUBBER BASE
BURKE
TYPE TS
727 - THUNDER
Cont. Hinge
Lockset (Privacy)
Pemko
Schlage
G0272903 CFS83CP 626
Schlage ND80PD RHO 626
Gasketing
Pemko
PK33BL 18
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Continous Geared Hinge
Privacy Lockset w/ occuppied indicator
1' - 0"
DESCRIPTION
SET 2
SEE SCHEDULE
KEY
MANUFACTURER
(BASIS OF DESIGN)
SEE SCHEDULE
MATERIAL SCHEDULE
6"
SET 1
TYPE A
SOLID CORE WOOD
DOOR - STAINED
Continous Geared Hinge
Storage Function
1
4" RUBBER BASE
Copyright, Ltd 2015
FINISH FLOOR
Consultant
TYPE B
ALUMINUM & GLASS
STOREFRONT DOOR
DOOR TYPES
SCALE: 3/8" = 1'-0"
CEILING
WHITE
SEE SCHEDULE
LOGIX SUSPENSION SYSTEM
EXPOSED TO STRUCTURE
SEE PAINT SCHEDULE
PAINTED GYPSUM BOARD/EXISTING CMU
SEE PAINT SCHEDULE
MIST; QH15 - 4"X4" FIELD TILE
GROUT:#88 SILVER SHADOW
C
ATLANTIS; QH43 - 4"X4" FIELD TILE
GROUT:#88 SILVER SHADOW
WHITE 1130
SEQUENTIA FLAT
NEW WALL @ LOCKER ROOMS
COUNTER TOPS
SS-1
SOLID SURFACE COUNTER TOP
DU PONT
ZODIAC QUARTZ
DOVE GREY
COUNTERS
WOOD DOORS & CASEWORK
REMARKS:
NATURAL SATIN FINISH
MAPLE
@ CASEWORK USE CABINET
GRADE PLYWOOD WITH MAPLE
EDGING
80%
20%
0%
ZONE 3
35%
40%
25%
ZONE 4
25%
40%
35%
ZONE 5
0%
20%
80%
ZONE 6
0%
0%
100%
PAINT COLOR SCHEDULE
4
KEY
DESCRIPTION
LOCATION
PC-1
SHERWIN WILLIAMS - 7005 PURE WHITE
INTERIOR WALLS/GYPSUM BOARD CEILINGS/EXPOSED STRUCTURE
PC-2
SHERWIN WILLIAMS - 6796 BLUE PLATE
LOWER 2 COURSES OF CMU, HOLLOW METAL FRAMES AND DOORS, STAIRS, HANDRAILS
TYPICAL TILE PATTERN
3
SCALE: 1/2" = 1'-0"
SEE SCHEDULE
3/4"
3/4"
TYP
2
PLEASE RECYCLE
7
A7.31
Project
A7.31
CARSON VALLEY
SWIM CENTER
11
A7.31
FINISH FLOOR
TYPE 1
HOLLOW METAL
FRAME
ZONE 6
WD-1
TYP
3
0%
SEE SCHEDULE
B
ZONE 2
ZONE 3
GROUT:#88 SILVER SHADOW
ZONE 4
PEARL WHITE; QH63 - 4"X4" FIELD TILE
CRANE
0%
100%
2"
A7.31
A
FRP
ZONE 1
NATURAL HUES
ZONE 2
DAL TILE
ZONE 5
W-3
CERAMIC TILE
SEE INTERIOR ELEVATIONS
W-2
PC-1
5' - 4"
A
ZONE 1
WALLS
W-1
2"
2"
24" x 24" x 3/4" MARS - FLB
SEE SCHEDULE
C-4
USG
± 1' - 6"
ACOUSTICAL CEILING TILE
PC-1
C-2
SEE PAINT SCHEDULE
PC-2
GYPSUM BOARD, PAINT PC-1
W
2-A
(P
EA
RL
WH
W
ITE
2-B
)
(M
IST
)
W
2-C
(A
TL
AN
TIS
)
C-1
2
TYPICAL CMU WALL PAINT
1600 NV-88, MINDEN, NV
89423
TYPE 2
PLYWOOD JAMB
DOOR FRAMES
SCALE: 3/8" = 1'-0"
SCALE: 1/2" = 1'-0"
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
NOTES
•
(E) EXISTING
•
ETS - EXPOSED TO STRUCTURE
EXISTING STRUCTURE
METAL STUD BRACES @ 4'-0" O.C.
(STAGGERED), ATTACHED TO STRUCTURE SIZE AND GAUGE TO MATCH PARTITION
SEE PLAN FOR CAVITY DEPTH
6" MIN.
8'-0" A.F.F.
1 LAYER OF 5/8" WATER RESISTANT
GYPSUM BOARD
1 LAYER OF 5/8" WATER RESISTANT GYPSUM
BOARD EACH SIDE
TOP TRACK
TOP TRACK
CEILING - SEE REFLECTED CEILING
PLAN / ROOM FINISH SCHEDULE
1 LAYER FRP EACH SIDE(SEE FINISH
SCHEDULE)
8'-0" A.F.F.
TOP TRACK
FRP CAP
ABOVE CEILING
CLIP ANGLE
EXISTING WALL
1 LAYER OF 5/8" WATER RESISTANT
GYPSUM BOARD EACH SIDE
1 LAYER OF 5/8" WATER RESISTANT
GYPSUM BOARD EACH SIDE
3 5/8" X 20 GAUGE METAL STUDS @ 2: 4"
O.C.
4" X 20 GAUGE METAL STUDS @ 24" O.C.
4" X 20 GAUGE METAL STUDS @ 2: 4" O.C.
BOTTOM TRACK ANCHORED TO FLOOR
SEALANT EACH SIDE UNDER GYPSUM
BOARD
BOTTOM TRACK ANCHORED TO FLOOR
BOTTOM TRACK ANCHORED TO FLOOR
FOR FLOOR FINISH AND BASE SEE ROOM
FINISH SCHEDULE
SEALANT EACH SIDE UNDER GYPSUM
BOARD
BASE, SEE FINISH SCHEDULE
BASE, SEE FINISH SCHEDULE
SEALANT EACH SIDE UNDER GYPSUM
BOARD
FOR FLOOR FINISH AND BASE SEE ROOM
FINISH SCHEDULE
SECTION VIEW
SEE PLAN FOR CAVITY DEPTH
3 5/8" X 20 GAUGE METAL STUDS @ 2: 4" O.C.
ISSUED FOR BID
SEALANT EACH SIDE UNDER GYPSUM
BOARD
FOR FLOOR FINISH AND BASE SEE ROOM
FINISH SCHEDULE
FOR FLOOR FINISH AND BASE SEE ROOM
FINISH SCHEDULE
REV
SECTION VIEW
DATE
REVISIONS
DESCRIPTION
WALL TYPE, SEE PLAN OR SECTIONS
SECTION VIEW
SECTION VIEW
3 5/8" X 20 GAUGE METAL STUDS @ 2: 4"
O.C.
1 LAYER FRP EACH SIDE(SEE FINISH
SCHEDULE)
3 5/8" X 20 GAUGE METAL STUDS @ 24" O.C.
4" X 20 GAUGE METAL STUDS @ 24" O.C.
A1: 4" X 20 GAUGE METAL STUDS @ 24"
O.C.
Sheet Title
PLAN VIEW
1 LAYER OF 5/8" GYPSUM BOARD EACH SIDE
PLAN VIEW
PLAN VIEW
1 LAYER OF 5/8" WATER RESISTANT GYPSUM
BOARD EACH SIDE
PLAN VIEW
SCHEDULES, AND
WALL TYPES
1 LAYER OF 5/8" WATER RESISTANT
GYPSUM BOARD EACH SIDE
1 LAYER OF 5/8" WATER RESISTANT
GYPSUM BOARD
Date: JUNE 16, 2016
Sheet No:
PARTITION TYPE
SCALE : 1 1/2" = 1'-0"
4" METAL STUD
T1
PARTITION TYPE
SCALE : 1 1/2" = 1'-0"
B1
PARTITION TYPE
SCALE : 1 1/2" = 1'-0"
A2
PARTITION TYPE
SCALE : 1 1/2" = 1'-0"
4" METAL STUD
A1
A2.01
GENERAL NOTES
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
KEYNOTES
Copyright, Ltd 2015
Consultant
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
OFFICE
114
GYP
9' - 4"
GYP
9' - 4"
LIFE GUARD
108
GYP
9' - 4"
WORK ROOM
113
FIRST AID
107
OPEN TO STRUCTURE ABOVE
EAST FORK
SWIMMING POOL
DISTRICT
WOMENS
LOCKER
ROOM
105
GYP
9' - 4"
OPEN TO STRUCTURE ABOVE
MENS
LOCKER
ROOM
119
MENS FOYER
115
GYP
8' - 8"
ISSUED FOR BID
ADA FAMILY
117
LOBBY
111
GYP
9' - 0"
GYP
8' - 0"
REV
GYP
8' - 0"
CONCESSIONS
116
OPEN TO SLOPE ABOVE
DATE
REVISIONS
DESCRIPTION
MECHANICAL
ROOM
118
Sheet Title
GYP
9' - 6"
GYP
9' - 0"
STORAGE
118
REFLECTED CEILING
PLAN
Date: JUNE 16, 2016
1
NEW REFLECTING CEILING PLAN - OPTION C
SCALE: 1/4" = 1'-0"
Sheet No:
A3.01
GENERAL NOTES
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
KEYNOTES
Copyright, Ltd 2015
Consultant
T.O. PARAPET CAP
34'-2"
SOLAR SUPPORT
SOLAR SUPPORT
FRAME
SOLAR SUPPORT
FRAME
SOLAR SUPPORT
FRAME
FRAME
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
SLOPE
1/2"/1'-0"
SLOPE
1/2"/1'-0"
1/2"/1'-0"
SLOPE
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
E.F.
E.F.
E.F.
E.F.
17
ISSUED FOR BID
A7.31
REV
DATE
REVISIONS
DESCRIPTION
8' ROOF HATCH - SEE STRUCTURAL
Sheet Title
ROOF PLAN
Date: JUNE 16, 2016
Sheet No:
1
ROOF PLAN
SCALE: 1/8" = 1'-0"
A4.01
GENERAL NOTES
1
2
3
4
5
6
EXISITNG SHOWN HALFTONE
REFER TO NEW WORK FOR EXTENT
OF DEMOLITION REQUIRED
PROTECT ALL EXISITNG FINISHES AND
EQUIPMENT DURING CONSTRUCTION
CONTRACTOR IS RESPONSIBLE FOR
REPLACEMENT OF ANY AND ALL
DAMAGED ITEMS THAT OCCUR
DURING CONSTRUCTION
VERIFY ALL EXISITNG EQUIPMENT
AND DEVICES PRIOR TO DEMOLITION
SEE MECHANICAL, PLUMBING AND
ELECTRICAL DRAWINGS FOR
ADDITIONAL DEMOLITION WORK
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
12' - 0"
7' - 10 1/4"
KEYNOTES
OPEN
1
3' - 8"
8
1
5
3' - 10"
OPEN
1
2
3
4
5
6
7
8
9
10
12
11
12
A8.01
A8.01
A8.01
A8.01
3' - 4"
3' - 0"
3' - 0"
7
11
12
13
14
NEW QUARTZ COUNTERTOP
NEW CASEWORK
EXISTING STOREFRONT
EXISTING CMU WALL
NEW WATER BOTTLE FILLER
NEW GLASS DISPLAY
EXISTING BLUE PAINTED BAND
NEW STOREFRONT POP OUT
NEW STOREFRONT DOOR
NEW SLIDER WINDOW AT
STOREFRONT
NEW CMU WALL
NEW 4" STUD WALL (PLUMBING WALL)
NEW WALL OPENING
NEW 3'-2" COUNTER DOOR
Copyright, Ltd 2015
Consultant
4' - 5 3/4"
PLEASE RECYCLE
6
2
7
Project
NEW ADA COUNTER AT EXISTING CONCESSIONS ROOM
8
7
SCALE: 1/2" = 1'-0"
CARSON VALLEY
SWIM CENTER
LOBBY FRONT COUNTER ELEVATION
SCALE: 1/2" = 1'-0"
1600 NV-88, MINDEN, NV
89423
8
9
10
10
Job No: 15-074
Owner
10
3
A8.01
A8.01
1 1/2"
1
2
1
8' - 0"
EAST FORK
SWIMMING POOL
DISTRICT
2
9
1
A8.01
A8.01
1
2
3' - 6"
3' - 6"
11
7
3' - 11"
1' - 4"
1' - 4 1/2"
2' - 6"
1' - 4 1/2"
1' - 4"
3' - 4"
2' - 6"
2' - 6"
2' - 5"
1' - 7"
CPU CABINET
6
WORK ROOM ELEVATION 3
WORK ROOM COUNTER
5
SCALE: 1/2" = 1'-0"
WORK ROOM ELEVATION 1
4
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
4
19' - 9"
3
4
1' - 5"
4' - 5 1/4"
4' - 6 3/4"
4' - 6 1/2"
3' - 5 1/4"
1' - 3 3/4"
8
ISSUED FOR BID
8
1
9
A8.01
A8.01
REVISIONS
DESCRIPTION
8' - 11"
4' - 4 1/2"
5' - 11"
5' - 9"
8
DATE
5' - 11"
REV
1
1
1
11
2
7
7
3' - 0"
11
7
11
10
9
Sheet Title
INTERIOR +
CASEWORK
ELEVATIONS
Date: JUNE 16, 2016
Sheet No:
3
POOLSIDE STOREFRONT SIDE ELEVATION
SCALE: 1/2" = 1'-0"
2
WORK ROOM ELEVATION 2
SCALE: 1/2" = 1'-0"
1
POOLSIDE STOREFRONT FRONT ELEVATION
SCALE: 1/2" = 1'-0"
A5.01
GENERAL NOTES
1
2
3
4
4
2
5
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
6' - 8"
7' - 0"
6
EXISITNG SHOWN HALFTONE
REFER TO NEW WORK FOR EXTENT
OF DEMOLITION REQUIRED
PROTECT ALL EXISITNG FINISHES AND
EQUIPMENT DURING CONSTRUCTION
CONTRACTOR IS RESPONSIBLE FOR
REPLACEMENT OF ANY AND ALL
DAMAGED ITEMS THAT OCCUR
DURING CONSTRUCTION
VERIFY ALL EXISITNG EQUIPMENT
AND DEVICES PRIOR TO DEMOLITION
SEE MECHANICAL, PLUMBING AND
ELECTRICAL DRAWINGS FOR
ADDITIONAL DEMOLITION WORK
7
4"
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
16
13
14
13
A8.01
A8.01
A8.01
A8.01
3' - 0"
3' - 0"
3' - 0"
3' - 0"
KEYNOTES
12' - 0"
10
1
2
3
4
5
6
7
8
9
10
STAFF AREA CASEWORK ELEVATION
SCALE: 1/2" = 1'-0"
2
1' - 6"
1 1/4" 1' - 6"
4
2' - 3"
2' - 3"
2' - 6"
3' - 2"
2' - 0"
4
2' - 1"
1' - 2"
11
12
13
14
NEW QUARTZ COUNTERTOP
NEW CASEWORK
EXISTING STOREFRONT
EXISTING CMU WALL
NEW WATER BOTTLE FILLER
NEW GLASS DISPLAY
EXISTING BLUE PAINTED BAND
NEW STOREFRONT POP OUT
NEW STOREFRONT DOOR
NEW SLIDER WINDOW AT
STOREFRONT
NEW CMU WALL
NEW 4" STUD WALL (PLUMBING WALL)
NEW WALL OPENING
NEW 3'-2" COUNTER DOOR
Copyright, Ltd 2015
Consultant
2
2
2' - 6"
2' - 6"
1' - 6"
2
PLEASE RECYCLE
MICRO.
SHELF
Project
1
1' - 6"
1' - 6"
7' - 0"
1
EXIST.
REF.
1600 NV-88, MINDEN, NV
89423
4"
2' - 10"
EXIST.
FREEZER
3' - 0"
2
7
CARSON VALLEY
SWIM CENTER
4"
6' - 8"
OPEN
13
5
4
A8.01
A8.01
A8.01
3' - 0"
3' - 0"
3' - 0"
1' - 6"
2' - 3"
2' - 3"
2
2' - 6"
2' - 3"
1' - 2"
2' - 3"
2
5
A8.01
A8.01
2' - 8"
1' - 9"
2' - 4"
2' - 4"
1 1/4"
9' - 0"
Job No: 15-074
Owner
STAFF AREA CASEWORK ELEVATION 2
8
SCALE: 1/2" = 1'-0"
NEW CONCESSIONS CASEWORK ELEVATION 2
7
SCALE: 1/2" = 1'-0"
EAST FORK
SWIMMING POOL
DISTRICT
NEW CONCESSIONS CASEWORK ELEVATION 1
SCALE: 1/2" = 1'-0"
3' - 0"
4
3' - 8"
OPEN
13
1
2
1
6
A8.01
2
3' - 1 1/2"
1
3' - 4"
3' - 2"
3' - 0"
3' - 4"
3' - 0"
3' - 0"
3' - 4"
7
14
6
NEW SNACK BAR OPENING
SCALE: 1/2" = 1'-0"
5
FRONT COUNTER ELEVATION 2
4
SCALE: 1/2" = 1'-0"
FRONT COUNTER ELEVATION 3
SCALE: 1/2" = 1'-0"
ISSUED FOR BID
REV
14
2
1
1 1/2"
1
6
2
DATE
REVISIONS
DESCRIPTION
1
2
12
11
12
A8.01
A8.01
A8.01
3' - 4"
3' - 0"
3' - 2"
3' - 0"
3' - 0"
3' - 4"
Sheet Title
3' - 4"
9
INTERIOR +
CASEWORK
ELEVATIONS
Date: JUNE 16, 2016
Sheet No:
3
FRONT COUNTER INSIDE ELEVATION 3
SCALE: 1/2" = 1'-0"
2
FRONT COUNTER INSIDE ELEVATION
SCALE: 1/2" = 1'-0"
1
FRONT COUNTER INSIDE ELEVATION 2
SCALE: 1/2" = 1'-0"
A5.02
GENERAL NOTES
1
THESE DOCUMENTS (ALL DISCIPLINES)
ARE A COHESIVE SET OF DRAWINGS.
EACH TRADE SHALL REVIEW ALL
ARCHITECTURAL AND ENGINEERING
DRAWINGS FOR INFOMATION THAT
CROSSES OVER TO VARIOUS TRADES
FOR PROPER COORDINATION
2
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS AND CONFIRM EXISTING
CONDTIONS PRIOR TO COMMENCING
WORK.
ALL DIMENSIONS ARE FROM FACE OF
FINISH TO FACE OF FINISH UNLESS
NOTED OTHERWISE.
CONTRACTOR TO NOTIFY ARCHITECT
OF ANY DISCREPANCIES WITH
CONTACT DOCUMENTS AS SOON AS
POSSIABLE.
REFER TO WALL TYPE DRAWINGS AND
UL RATED DESIGN DRAWINS FOR ANY
REQUIRED FIRE-RESISTIVE
CONSTRUCTION.
REMOVE ALL CARPETING ADHESIVES
AND BASE FROM FLOORS, WALLS,
BASE WHERE SCHEDULE TO BE
REMOVED.
REMOVE ALL FLOOR TILE, WALL TILE,
ACCESSORIES, ETC... IN RESTROMS
SCHEDULED TO BE REMOVED.
PREPARE INTERIOR AND EXTERIOR
SURFACES TO RECEIVE NEW PAINT.
SEE PAINTING SCHEDULE AND
SPECIFICATIONS.
CLEAN ALL INTERIOR SURFACES IN
LOBBY AND ADMINSTRATION AREA
UPON COMPLETION OF WORK.
CLEAN ALL WINDOWS IN LOBBY AREA,
NEW STOREFRONT SYSTEM, AND
SLIDE STAIR TOWER UPON
COMPLETION OF WORK.
SEE ALTERNATE SHEETS FOR ITEMS
OUTSIDE OF BASE CONTRACT WORK.
FENCE NOT SHOWN FOR CLEARITY TO BE PAINTED BLACK
SEE PHOTOS FOR SCHEDULED
REPAINTING OF ROOF MOUNTING
MECHANICAL UNITS
PAINT FREE STANDING AND WROUGHT
IRON FENCING. NOT SHOWN FOR
CLARITY.
PROTECT EXISTING SLIDE
COMPONENTS DURING NEW WORK.
REMOVE ITEMS FROM FACADE PRIOR
TO PAINTING, INCLUDING BUT NOT
LIMITED TO SIGNAGE LIGHT FIXTURES
ETC.
REMOVE ALL INTERIOR AND EXTERIOR
SIGNAGE THAT ENCUMBERS WORK
AND REINSTALL UPON COMPLETTION
PAINTING SCHEDULE EXTERIOR
1
2
3
4
5
6
12
12
12
PAINT AT CMU - WHITE TO MATCH EXISTING. CONFIRM PAINT COLOR WITH OWNER AND ARCHITECT
PRIOR TO SUBMITTAL.
PAINT DOORS AND FRAMES - WHITE TO MATCH EXISTING. CONFIRM PAINT COLOR WITH OWNER AND
ARCHITECT PRIOR TO SUBMITTAL.
PAINT AT ROOF TOP MECHANICAL EQUIPMENT - BLUE TO MATCH EXISTING. CONFIRM PAINT COLOR
WITH WITH OWNER AND ARCHITECT PRIOR TO SUBMITTAL.
SOFFIT PAINT - WHITE TO MATCH EXISTING. CONFIRM PAINT COLOR WITH OWNER AND ARCHITECT
PRIOR TO SUBMITTAL.
PAINT BOLLARDS YELLOW. PROVIDE PAINT SAMPLES AT TIME OF SUBMITTAL FOR APPROVAL.
PAINT AT IRON FENCE AND GATE - BLACK TO MATCH EXISITNG. CONFIRM PAINT COLOR WITH OWNER
AND ARCHITECT PRIOR TO SUBMITTAL.
12
3
4
5
12
6
7
8
9
10
11
12
13
14
15
16
17
MECHANICAL EQUIPMENT PHOTOS
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
KEYNOTES
1
2
3
4
5
6
7
7
11
4
11
5
11
8
9
9
10
11
P1
7
14
12
7
13
3
14
7
2
P2
P1
3
P1
3
P4
P1
CRACK REPAIR - SEE STRUCTURAL
EXISTING HOLLOW METAL DOOR +
IRON FENCE AND GATE TO BE
REPAINTED.
EXISTING STOREFRONT WINDOW
SYSTEM (FRAME + WINDOWS) TO BE
CLEANED
CMU REVEAL - TO BE PAINTED
EXISTING PARAPET CAP - PROTECT
FROM PAINT
LOW CMU WALL - HIGH PRESSURE
BLAST FOR LOOSE PAINT
EXISTING METAL ROOFING AND
FASCIA PANELS TO REMIAN
REMOVE AND REPLACE 1" GLAZED
UNITS THAT ARE STAINED FROM
CHLORINATED WATER SPLASHING.
PROTECT EXISTING STAIR ACCESS
LADDER AND CAGE FROM PAINT
EXISTING LOUVERS TO PAINT
EXISTING WINDOWS + SKYLIGHTS TO
REMAIN (PROTECT FROM PAINT)
EXISTING MECHANICAL EQUIPMENT
TO REPAINT - BLUE PER SCHEDULE +
SPECIFICATIONS
EXISTING INDIVIDUAL LETTERS
REMOVE AND REINSTALL UPON
COMPLETION OF BUILDING PAINTING
EXISITNG LIGHTS (PROTECT)
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
P1
1
WEST ELEVATION
SCALE: 1/8" = 1'-0"
7
9
12
5
4
11
12
7
12
P1
12
ISSUED FOR BID
8
REV
7
DATE
REVISIONS
DESCRIPTION
7
Sheet Title
EXTERIOR
ELEVATIONS
P1
P4
3
3
13
P1
6
P1
P2
2
3
P1
Date: JUNE 16, 2016
2
EAST ELEVATION
SCALE: 1/8" = 1'-0"
Sheet No:
A6.01
GENERAL NOTES
PAINTING SCHEDULE EXTERIOR
1
PAINT AT CMU - WHITE TO MATCH EXISTING. CONFIRM PAINT COLOR WITH OWNER AND ARCHITECT
PRIOR TO SUBMITTAL.
PAINT DOORS AND FRAMES - WHITE TO MATCH EXISTING. CONFIRM PAINT COLOR WITH OWNER AND
ARCHITECT PRIOR TO SUBMITTAL.
PAINT AT ROOF TOP MECHANICAL EQUIPMENT - BLUE TO MATCH EXISTING. CONFIRM PAINT COLOR
WITH WITH OWNER AND ARCHITECT PRIOR TO SUBMITTAL.
SOFFIT PAINT - WHITE TO MATCH EXISTING. CONFIRM PAINT COLOR WITH OWNER AND ARCHITECT
PRIOR TO SUBMITTAL.
PAINT BOLLARDS YELLOW. PROVIDE PAINT SAMPLES AT TIME OF SUBMITTAL FOR APPROVAL.
PAINT AT IRON FENCE AND GATE - BLACK TO MATCH EXISITNG. CONFIRM PAINT COLOR WITH OWNER
AND ARCHITECT PRIOR TO SUBMITTAL.
2
3
4
5
6
1
THESE DOCUMENTS (ALL DISCIPLINES)
ARE A COHESIVE SET OF DRAWINGS.
EACH TRADE SHALL REVIEW ALL
ARCHITECTURAL AND ENGINEERING
DRAWINGS FOR INFOMATION THAT
CROSSES OVER TO VARIOUS TRADES
FOR PROPER COORDINATION
2
CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS AND CONFIRM EXISTING
CONDTIONS PRIOR TO COMMENCING
WORK.
ALL DIMENSIONS ARE FROM FACE OF
FINISH TO FACE OF FINISH UNLESS
NOTED OTHERWISE.
CONTRACTOR TO NOTIFY ARCHITECT
OF ANY DISCREPANCIES WITH
CONTACT DOCUMENTS AS SOON AS
POSSIABLE.
REFER TO WALL TYPE DRAWINGS AND
UL RATED DESIGN DRAWINS FOR ANY
REQUIRED FIRE-RESISTIVE
CONSTRUCTION.
REMOVE ALL CARPETING ADHESIVES
AND BASE FROM FLOORS, WALLS,
BASE WHERE SCHEDULE TO BE
REMOVED.
REMOVE ALL FLOOR TILE, WALL TILE,
ACCESSORIES, ETC... IN RESTROMS
SCHEDULED TO BE REMOVED.
PREPARE INTERIOR AND EXTERIOR
SURFACES TO RECEIVE NEW PAINT.
SEE PAINTING SCHEDULE AND
SPECIFICATIONS.
CLEAN ALL INTERIOR SURFACES IN
LOBBY AND ADMINSTRATION AREA
UPON COMPLETION OF WORK.
CLEAN ALL WINDOWS IN LOBBY AREA,
NEW STOREFRONT SYSTEM, AND
SLIDE STAIR TOWER UPON
COMPLETION OF WORK.
SEE ALTERNATE SHEETS FOR ITEMS
OUTSIDE OF BASE CONTRACT WORK.
FENCE NOT SHOWN FOR CLEARITY TO BE PAINTED BLACK
SEE PHOTOS FOR SCHEDULED
REPAINTING OF ROOF MOUNTING
MECHANICAL UNITS
PAINT FREE STANDING AND WROUGHT
IRON FENCING. NOT SHOWN FOR
CLARITY.
PROTECT EXISTING SLIDE
COMPONENTS DURING NEW WORK.
REMOVE ITEMS FROM FACADE PRIOR
TO PAINTING, INCLUDING BUT NOT
LIMITED TO SIGNAGE LIGHT FIXTURES
ETC.
REMOVE ALL INTERIOR AND EXTERIOR
SIGNAGE THAT ENCUMBERS WORK
AND REINSTALL UPON COMPLETTION
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
KEYNOTES
1
2
3
4
P3
12
4
5
9
6
P1
5
7
8
3
9
8
10
11
12
7
7
13
14
7
P3
CRACK REPAIR - SEE STRUCTURAL
EXISTING HOLLOW METAL DOOR +
IRON FENCE AND GATE TO BE
REPAINTED.
EXISTING STOREFRONT WINDOW
SYSTEM (FRAME + WINDOWS) TO BE
CLEANED
CMU REVEAL - TO BE PAINTED
EXISTING PARAPET CAP - PROTECT
FROM PAINT
LOW CMU WALL - HIGH PRESSURE
BLAST FOR LOOSE PAINT
EXISTING METAL ROOFING AND
FASCIA PANELS TO REMIAN
REMOVE AND REPLACE 1" GLAZED
UNITS THAT ARE STAINED FROM
CHLORINATED WATER SPLASHING.
PROTECT EXISTING STAIR ACCESS
LADDER AND CAGE FROM PAINT
EXISTING LOUVERS TO PAINT
EXISTING WINDOWS + SKYLIGHTS TO
REMAIN (PROTECT FROM PAINT)
EXISTING MECHANICAL EQUIPMENT
TO REPAINT - BLUE PER SCHEDULE +
SPECIFICATIONS
EXISTING INDIVIDUAL LETTERS
REMOVE AND REINSTALL UPON
COMPLETION OF BUILDING PAINTING
EXISITNG LIGHTS (PROTECT)
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 15-074
Owner
EAST FORK
SWIMMING POOL
DISTRICT
P1
P1
2
1
3
14
3
14
P1
3
14
P4
P1
10
P1
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
P3
9
14
4
5
P1
ISSUED FOR BID
3
REV
DATE
REVISIONS
DESCRIPTION
P1
P3
P3
P3
Sheet Title
P1
P1
3
P1
3
P4
3
P1
10
2
P1
EXTERIOR
ELEVATIONS
3
Date: JUNE 16, 2016
2
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
Sheet No:
A6.12
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
GYPSUM WALL BOARD - PER
WALL TYPE
SEALANT
3/4" PLYWOOD JAMB
3/4" PLYWOOD JAMB
SEE PLAN FOR WALL TYPE
SEALANT
WOOD SCREW @ 6" O.C.
MASONRY ANCHOR
2" BOX STUD HEADER, SEE
STRUCTURAL
1/2"
TYP.
2"
SEALANT, BOTH SIDES
HOLLOW METAL FRAME,
PAINTED
5/8"
DOOR PER SCHEDULE
HINGE PER SCHEDULE
CASEWORK
DOOR - SEE SCHEDULE
DOOR PER SCHEDULE
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
VARIES
SEE PARTITION TYPES
11
HALF DOOR LATCH SIDE JAMB
SCALE: 3" = 1'-0"
7
HALF DOOR HINGE SIDE JAMB
SCALE: 3" = 1'-0"
3
HM DOOR HEAD
Job No: 15-074
SCALE: 3" = 1'-0"
Owner
PARTITION, WHERE OCCURS JAMB AT HINGE
4"
GYPSUM WALL BOARD - PER
WALL TYPE
EAST FORK
SWIMMING POOL
DISTRICT
SEE PLAN FOR WALL TYPE
HOLLOW METAL FRAME,
PAINTED
VAPOR BARRIER
5/8" T&G PLYWD. SHEATING
1 1/2" METAL DECK
NEW FLASHING (4 SIDES)
CLIP
FOAM CLOSURE (3 SIDES)
KNEE CAP ATTACH W/
4 #14X7/8 CAP TEX
SCREWS & SEALANT
NEW METAL ROOFING TO MATCH EXISTING
2" BOX STUD HEADER, SEE
STRUCTURAL
1/2"
TYP.
2 1/2" RIGID INSULATION
NEW STRUCTURAL FRAME AT +12" ABOVE EXISTING
SEE PARTITION TYPE
SELF-ADHESIVE SHEET
WATERPROOFING
VARIES
METAL ROOF
5/8"
2"
DOOR - SEE SCHEDULE
SEALANT, BOTH SIDES
NEW METAL DECKING AT 8'X8' OPENING
NEW ROOF FRAMING AT
24" O.C. TO SUPPORT
NEW 8'X8' ROOF
STRUCTURAL FRAMING
NEW FLASHING
CLIP
EXISITNG ROOFING
+ METAL DECKING
CLOSURE TRIM
2
HM DOOR JAMB
SCALE: 3" = 1'-0"
24 GA. ANGLE
METAL FASCIA
CMU
ISSUED FOR BID
NEOPRENE
CLOSURE
GLAZING - SEE
SCHEDULE
ACOUSTICAL PANEL
ALUMINUM FRAME
2 1/2" X 7 1/2"
1 1/2" RIGID
INSULATION
W/ "Z" FURRING
EXISTING ROOF FRAMING
REV
DATE
REVISIONS
DESCRIPTION
SEALANT
PREFINISHED ALUM.
FLASHING W/
HEMMED EDGE
CLOSURE TRIM
METAL GUTTER SEE SPECS
NEW 12" FRAMED CURB - (4 SIDES)
24 GA. ANGLE
2"
DRIP FLASHING
TRIM BOX TYPE
NEW HEADER AT EXISTING JOIST LINE
1/2" SHIM SPACE
Sheet Title
DETAILS
EXISTING ROOF FRAMING
8' CMU
Date: JUNE 16, 2016
Sheet No:
17
NEW FRAMED OPENING (8' X 8') AT MECH ROOM
SCALE: 1" = 1'-0"
9
COLUMN TO ROOF
SCALE: 1 1/2" = 1'-0"
1
SILL/JAMB
SCALE: 3" = 1'-0"
A7.31
SEALANT TYP.
LIGHT GAUGE METAL
FRAMING W/ GWB FINISH
(PRIME AND PAINT TO
MATCH ADJACENT
MASONRY)
(E) CMU HEADER
7'-6" +/-
2' - 4"
3/4" PLYWD. SUBTOP
COUNTER
SUPPORTS; TYP.
3/4" PLYWD. SUBTOP
ACCESS DOOR W/ PIANO
HINGE AND KNOB PULL TO BE LOCKABLE
COUNTER SUPPORT
BASIS OF DESIGN: A&M
HARDWARE HYB BRACKET
PLYWD CASEWORK, WD-1
SEE MATERIAL SCHEDULE
11"
EXISTING MASONRY
WALL TO REMAIN
RESILIENT BASE BOTH
SIDES - SEE MATERIAL
SCHEDULE
2' - 10"
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULE
HATCHED AREA INDICATES
ADAAG / ANSI 117.1 KNEE /
TOE CLEARANCE
9"
HANDLE
36"
1/2" REMOVABLE
CLOSURE PANEL ON
CLIPS - PLASTIC
LAMINATE ON ALL
EXPOSED SURFACES
2' - 5"
8"
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
QUARTZ COUNTER FRONT
(SEE MATERIAL
SCHEDULE)
2' - 10"
FIXED PLYWD SHELF,
WD-1 SEE MATERIAL
SCHEDULE
3' - 4"
6' - 8"
REMOVE MASONRY AS
REQUIRED FOR 36"
COUNTER HEIGHT
1/4" CHAMFERED EDGE TYP.
2"
COUNTER SUPPORT
BASIS OF DESIGN:
A&M HARDWARE
BRACKET 5" x 8"
SPACED AT ENDS AND
CENTER
FILE SERVER - OFOI
7' - 0"
1/4" CHAMFERED EDGE
QUARTZ COUNTERTOP SEE MATERIAL SCHEDULE
VENT SLOTS IN EACH
END -TYP.
3' - 0"
4 1/2"
CONTINUOUS SEALANT &
BACKER ROD
REMOVE AND RE-INSTALL
EXISTING OPERABLE
WINDOW SYSTEM
2' - 8"
1/4" CHAMFERED
EDGE - TYP.
2"
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULE
QUARTZ COUNTERTOP SEE MATERIAL SCHEDULE
QUARTZ COUNTER TOP
(SEE MATERIAL
SCHEDULE)
4"
SEE PLAN
INSULATE
TRAPS - SEE
PLUMBING
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
12
PLYWD CASEWORK, WD-1
SEE MATERIAL SCHEDULE
WORK AREA COUNTER SECTION
SCALE: 1" = 1'-0"
CONCESSION ADA SINK SECTION
4
SCALE: 1" = 1'-0"
4"
BASE, SEE MATERIAL
SCHEDULE
VARIES
16
3"
8
CONCESSION ROOM COUNTER
SCALE: 1" = 1'-0"
SERVER WARDROBE
QUARTZ COUNTERTOP
3' - 6"
SCALE: 1" = 1'-0"
1/4" CHAMFERED
EDGE - TYP.
2"
PLYWD DRAWER FACE,
WD-1 SEE MATERIAL
SCHEDULE
PORTION OF EXISTING
MASONRY WALL TO BE
REMOVED TO ACCPET
NEW CONCESSIONS
OPENING AND COUNTER
3/4" PLYWD. SUBTOP
COUNTER SUPPORT
BASIS OF DESIGN: A&M
HARDWARE BRACKET 5"
x 8" SPACED AT ENDS
AND CENTER
1/4" CHAMFERED EDGE TYP.
2"
PLYWD CASEWORK,
WD-1 SEE MATERIAL
SCHEDULE
DISPLAY CASE
WINDOW SYSTEM W/
TEMPERED GLAZING
COMPUTER TOWER
PLYWD CASEWORK, WD-1
SEE MATERIAL SCHEDULE
6' - 8"
7' - 0"
11
HANDLE
36"
GROMMET, MOCKETT
SG FLIP-TOP SERIES
1-3/4" HOLE AS BASIS
OF DESIGN
3/4" PLYWD. SUBTOP
3' - 0"
3
SCALE: 1" = 1'-0"
WORK AREA COUNTER SECTION
PLYWD DRAWER FACE,
WD-1 SEE MATERIAL
SCHEDULE
Owner
7"
QUARTZ COUNTERTOP
6
1' - 4 1/2"
DOOR WITH FALSE
BOTTOM
PORTION OF CMU TO BE
REMOVED TO ACCEPT ADA
COUNTER
1' - 2 1/2"
(N) STOREFRONT SYSTEM
- SEE DETAIL AND SEPCS.
1/4" CHAMFERED
EDGE - TYP.
SCALE: 1" = 1'-0"
3/4" PLYWOOD
4 1/4"
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULETYP.
4"
3/4" PLYWOOD
(E) CMU WALL TO REMAIN
3' - 0"
3"
WARDROBE (ADA DOOR FRONT)
3' - 6"
14
SCALE: 1" = 1'-0"
EAST FORK
SWIMMING POOL
DISTRICT
QUARTZ CUNTERTOP
CONCESSIONS COUNTER SECTION
BASE, SEE MATERIAL
SCHEDULE
VARIES
Job No: 15-074
SCALE: 1" = 1'-0"
2' - 2"
1' - 4 1/4"
1600 NV-88, MINDEN, NV
89423
CASEWORK BEYOND
WORK AREA COUNTER SECTION
PLYWD CASEWORK, WD-1
SEE MATERIAL SCHEDULE
CARSON VALLEY
SWIM CENTER
4"
RESILIENT BASE BOTH
SIDES - SEE MATERIAL
SCHEDULE
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULE
PLEASE RECYCLE
Project
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULETYP.
QUARTZ COUNTERTOP SEE MATERIAL SCHEDULE
ACCESS DOOR W/ PIANO
HINGE AND KNOB PULL TO BE LOCKABLE
3' - 0"
1/4" CHAMFERED EDGE
3' - 6"
2' - 4"
SEALANT TYP.
SEE PLAN
3/4" PLYWOOD
2"
QUARTZ COUNTERTOP SEE MATERIAL SCHEDULE
PLYWD CASEWORK,
WD-1 SEE MATERIAL
SCHEDULE
SEALANT TYP.
SEE PLAN
4"
SEALANT TYP.
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULE
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULE
10
WORK AREA COUNTER SECTION
SCALE: 1" = 1'-0"
PORTION OF CMU TO BE
REMOVED TO ACCEPT
ADA COUNTER
SEE ELEVATIONS
1' - 0"
2
FRONT COUNTER DETAIL (ADA AREA)
SCALE: 1" = 1'-0"
PLYWD CASEWORK, WD-1
SEE MATERIAL SCHEDULE
(N) STOREFRONT SYSTEM
- SEE DETAIL AND SEPCS.
7"
QUARTZ COUNTERTOP
1' - 2 3/4"
10 1/4"
3/4" PLYWOOD
CONTINUOUS SEALANT - TYP.
3/4" PLYWOOD
2' - 0 1/4"
1/4" CHAMFERED EDGE
4"
HANDLE
36"
3/4" PLYWOOD
PLYWD DRAWER FACE,
WD-1 SEE MATERIAL
SCHEDULE
(E) CMU WALL TO REMAIN
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULE
2' - 10"
3' - 0"
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULE
4 1/4"
PLYWD CASEWORK, WD-1
SEE MATERIAL SCHEDULE
PLYWD CASEWORK, WD-1
SEE MATERIAL SCHEDULE
REVISIONS
DESCRIPTION
PLYWD DRAWER FACE,
WD-1 SEE MATERIAL
SCHEDULE
PLYWD ADJUSTABLE
SHELF, WD-1 SEE
MATERIAL SCHEDULETYP.
PLYWD CASEWORK,
WD-1 SEE MATERIAL
SCHEDULE
(E) CMU WALL TO
REMAIN
Sheet Title
CASEWORK DETAILS
4"
4"
VARIES
DATE
4"
BASE, SEE MATERIAL
SCHEDULE
REV
4 1/4"
QUARTZ COUNTER TOP SEE MATERIAL SCHEDULE
1' - 6"
7' - 0"
6' - 8"
QUARTZ COUNTERTOP
+/- MATCH EXISTING COUNTER HEIGHT
1 3/4"
3' - 6"
4"
ISSUED FOR BID
1/4" CHAMFERED
EDGE - TYP.
(N) STOREFRONT SYSTEM SEE DETAIL AND SEPCS.
3"
Date: JUNE 16, 2016
1' - 9"
Sheet No:
13
WARDROBE
SCALE: 1" = 1'-0"
9
FRONT COUNTER DETAIL
SCALE: 1" = 1'-0"
5
CONCESSION BACK COUNTER SECTION
SCALE: 1" = 1'-0"
1
FRONT COUNTER DETAIL (NON-ADA AREA)
SCALE: 1" = 1'-0"
A8.01
0.0
STRUCTURAL DESIGN CRITERIA
CODE:
4.0
MASONRY
A.
ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 BUILDING CODE REQUIREMENTS AND ACI 530.1
SPECIFICATION FOR MASONRY STRUCTURES. MINIMUM DESIGN STRENGTH f'm = 1500 PSI.
B.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI AT 28 DAYS AND
SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. BRICK MASONRY UNITS SHALL CONFORM TO ASTM C652. FACE BRICK VENEER SHALL
CONFORM TO ASTM C216. MASONRY AND BRICK UNITS SHALL BE OF THE SIZE, SHAPE, COLOR, TEXTURE AND LAYOUT AS DIRECTED
AND APPROVED BY THE ARCHITECT. USE OPEN END UNITS WHEREVER POSSIBLE. USE BOND BEAM UNITS AT HORIZONTAL REINFORCING.
C.
MORTAR SHALL CONFORM TO ASTM C270, TYPE M WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. MORTAR
COLOR SHALL BE AS DIRECTED AND APPROVED BY THE ARCHITECT.
D.
GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. GROUT SHALL BE
COARSE GROUT IN WALLS 8" AND LARGER AND FINE GROUT IN 6" WALLS OR WHERE CONDITIONS WARRANT.
E.
REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. ALL REINFORCING TO BE WELDED SHALL
CONFORM TO ASTM A706. ALL REINFORCING BARS SHALL BE ACCURATELY DETAILED, POSITIONED AND HELD SECURELY IN PLACE
PRIOR TO GROUTING. BARS SHALL BE LAPPED A MINIMUM OF 48 DIAMETERS EXCEPT WHERE MULTIPLE BARS ARE LAPPED IN A SINGLE
CELL THEY SHALL BE LAPPED A MINIMUM OF 64 BAR DIAMETERS.
F.
REINFORCING SHALL TAKE PRECEDENCE OVER THE LOCATION OF CONDUITS IN ALL CASES AND ADEQUATE ROOM SHALL BE
MAINTAINED IN ALL CASES TO ALLOW GROUT TO FLOW COMPLETELY AROUND REINFORCING AND CONDUIT. THE FOLLOWING
REQUIREMENTS SHALL APPLY TO CONDUITS PLACED IN MASONRY.
2012 INTERNATIONAL BUILDING CODE (2012 IBC)
STRUCTURAL RISK CATEGORY III
LIVE LOADS:
ROOF LIVE LOAD, Lr: 20 PSF
MEZZANINE FLOOR LIVE LOAD, L: 100 PSF
SNOW LOADS:
PROJECT ELEVATION: 4720 FT
GROUND SNOW LOAD, Pg: 30 PSF
Ce: 1.0
Ct: 1.0
Is: 1.1
FLAT ROOF SNOW LOAD, Pf: 23 PSF
DESIGN ROOF SNOW LOAD, S: 30 PSF
WIND LOADS:
BASIC WIND SPEED, Vult: 140 MPH
EXPOSURE CATEGORY: C
ENCLOSURE CLASSIFICATION: ENCLOSED (GCpi = 0.18)
SEISMIC LOADS:
Ss: 2.379
S1: 0.845
SITE CLASS: D
Sds: 1.59
Sd1: 0.85
Ie: 1.25
Ip: 1.00
SEISMIC DESIGN CATEGORY: E
1.
2.
3.
4.
5.
6.
PLACE CONDUIT IN NON-REINFORCED CELLS OR BOND BEAMS WHEREVER POSSIBLE.
NO CONDUIT SHALL BE PLACED WITHIN 8” OF ANY JAMB, WALL END, HEAD, SILL OR TOPS OF WALLS. CELLS AND BOND BEAMS
WITHIN 8” OF JAMBS, WALL ENDS, HEADS, SILLS AND TOPS OF WALLS SHALL BE RESERVED FOR REINFORCEMENT ONLY.
NO CONDUIT SHALL BE PLACED IN CELLS OR BOND BEAMS CONTAINING MORE THAN ONE REINFORCING BAR.
NO MORE THAN ONE 3/4" MAXIMUM DIAMETER CONDUIT SHALL BE PLACED IN A CELL OR BOND BEAM REINFORCED WITH A
SINGLE BAR.
NO MORE THAN TWO 3/4" MAXIMUM DIAMETER CONDUITS SHALL BE PLACED IN A NON-REINFORCED CELL OR BOND BEAM.
LAYOUT CONDUIT AND PROVIDE ALL NECESSARY PROVISIONS, SUCH AS ADDITIONAL ROWS OF BOND BEAM UNITS, TO MAINTAIN
THE REQUIREMENTS NOTED ABOVE.
SOILS*:
SOILS ENGINEER: EARTH SCIENCE CONSULTANTS
SOIL BEARING PRESSURE: 3000 PSF
COEFFICIENT OF FRICTION: 0.30
(ASSUMED)
PASSIVE PRESSURE:
250 PCF(ASSUMED)
FROST DEPTH: 24”
*BASED ON RECORD STRUCTURAL DRAWINGS BY CLARK GRIBBEN & ASSOC. STAMPED 2/19/88 BY CLIFFORD H. JOHNSON, PE/SE.
1.0
GENERAL
A.
THESE GENERAL NOTES APPLY TO ALL WORK SHOWN IN THE STRUCTURAL DRAWINGS. THE GENERAL CONTRACTOR AND ALL INVOLVED PARTIES
SHALL BE DIRECTLY RESPONSIBLE FOR READING AND COMPLYING WITH ALL INFORMATION PROVIDED IN THE STRUCTURAL DRAWINGS AND
SPECIFICATIONS.
G.
LAY BLOCK IN RUNNING BOND IN 3/8" FULL SHOVED HEAD AND BED JOINTS AND TOOL ALL JOINTS AS CONCAVE WEATHER RESISTANT
JOINTS UNLESS DIRECTED OTHERWISE BY THE ARCHITECT. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL
MASONRY TYPES, DIMENSIONS AND LAYUP PATTERNS PRIOR TO CONSTRUCTION.
H.
ALL CELLS SHALL BE GROUTED SOLID IN 8'-0" MAXIMUM LIFTS. SPLICES OF REINFORCEMENT SHALL BE LOCATED SUCH THAT THE FULL
SPLICE LENGTH IS WITHIN A LIFT AND IS OBSERVABLE AND VERIFIABLE PRIOR TO POURING GROUT. CUT CLEANOUT OPENINGS SHALL BE
PROVIDED AT THE BOTTOM OF EACH LIFT FOR CLEANING AND INSPECTION. AT THE CONTRACTOR'S OPTION, LIFTS MAY BE REDUCED
TO 5'-0" MAXIMUM WITH CLEANOUTS OMITTED. ALL GROUT SHALL BE VIBRATED AND REVIBRATED USING INTERNAL MECHANICAL
VIBRATORS. KEY ALL GROUT POURS BY HOLDING TOP OF GROUT APPROXIMATELY 2” BELOW TOP OF BLOCK.
I.
PROTECT MASONRY WORK AS REQUIRED BY ACI 530.1 FOR COLD WEATHER, HOT WEATHER AND MOISTURE.
J.
SUBMIT CERTIFICATES FOR CONCRETE MASONRY UNITS, MIX DESIGNS FOR MORTAR AND GROUT, AND REBAR SHOP DRAWINGS TO THE
A/E FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION OR PLACEMENT. SHOP DRAWINGS SHALL INCLUDE DIMENSIONED
ELEVATIONS OF EACH WALL WITH ALL OPENINGS, MECHANICAL AND PLUMBING PENETRATIONS, AND REBAR.
B.
THE CONTRACTOR SHALL COMPLY WITH ALL GENERAL NOTES AND TYPICAL DETAILS SHOWN IN THE DRAWINGS, WHETHER OR NOT SPECIFIC
FLAGGING OR REFERENCE HAS BEEN MADE TO THE APPLICABLE GENERAL NOTE OR TYPICAL DETAIL. PROJECT SPECIFIC NOTES AND DETAILS
SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
C.
ALL WORK SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE 2012 INTERNATIONAL BUILDING CODE, THE LATEST EDITION OF ASTM OR OTHER
INDUSTRY STANDARDS REFERENCED, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS AND REGULATIONS. FOR ITEMS,
METHODS, AND/OR MATERIALS NOT SHOWN, ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REGULATING AGENCIES THAT
HAVE AUTHORITY OVER SUCH PORTIONS OF WORK.
5.0
STRUCTURAL STEEL
A.
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC MANUAL OF STEEL CONSTRUCTION. ALL
DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE MEANS OR METHODS OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, PREPARATION AND EXECUTION OF A SAFETY PROGRAM AND
DESIGN AND INSTALLATION OF BRACING, SHORING, FORMS AND SCAFFOLDING. THE CONTRACTOR SHALL RETAIN HIS OWN ENGINEER WHERE
REQUIRED FOR MEANS AND METHODS AS WELL AS ANY OTHER DELEGATED DESIGN ITEMS.
B.
STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
D.
E.
1.
2.
3.
4.
5.
THE CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, ELEVATIONS AND CONDITIONS WITH ARCHITECTURAL AND
OTHER DRAWINGS (I.E. CIVIL, MECHANICAL, PLUMBING, ELECTRICAL, ETC.) PRIOR TO CONSTRUCTION. THE ARCHITECT AND ENGINEER (A/E) SHALL
BE NOTIFIED OF ANY DISCREPANCIES, OMISSIONS OR INCONSISTENCIES SO REVISIONS OR CLARIFICATIONS CAN BE MADE WHERE NECESSARY.
F.
IN THE EVENT EXISTING CONDITIONS ARE FOUND TO BE DIFFERENT FROM THOSE SHOWN IN THE DRAWINGS, THE A/E SHALL BE NOTIFIED SO
REVISIONS OR CLARIFICATIONS CAN BE MADE WHERE NECESSARY.
G.
NO CHANGES OR DEVIATIONS FROM THE PLANS AND SPECIFICATIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE A/E.
H.
DO NOT SCALE THE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC AND MAY NOT SCALE ACCURATELY.
I.
THE CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR COORDINATING THE FOLLOWING TYPES OF ITEMS WHICH ARE TYPICALLY SHOWN ON
ARCHITECTURAL DRAWINGS: SIZES AND LOCATIONS OF WINDOW AND DOOR OPENINGS, CONCRETE CURBS, FLOOR DRAINS AND DEPRESSED SLAB
AREAS, FLOOR AND INTERIOR OR EXTERIOR NON-STRUCTURAL WALLS PARTITIONS, ETC.
C.
ANCHOR BOLTS (AB) SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE. MACHINE BOLTS (MB) SHALL CONFORM
TO ASTM A 307. HIGH STRENGTH BOLTS (HSB) SHALL BE ASTM A325-N UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHALL BE I
NSTALLED IN ACCORDANCE WITH RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS.
D.
ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS FOR THE MATERIAL BEING WELDED AND ALL
WELDING SHALL BE PERFORMED BY APPROPRIATELY CERTIFIED WELDERS. ALL WELDERS AND FABRICATION SHOPS SHALL BE
APPROVED BY THE BUILDING AUTHORITY HAVING JURISDICTION.
E.
HEADED AND THREADED STUDS SHALL BE NELSON STUD ANCHORS (NSA) OR APPROVED EQUAL, OF THE SIZES INDICATED ON THE
DRAWINGS, WITH FLUXED ENDS AUTOMATICALLY END WELDED PER THE MANUFACTURER’S REQUIREMENTS.
F.
ALL STRUCTURAL AND MISCELLANEOUS STEEL WORK SHALL BE SHOP PRIMED AND TOUCHED UP IN THE FIELD AFTER ERECTION EXCEPT
STEEL TO BE EMBEDDED IN CONCRETE, SPRAY FIRE PROOFED, GALVANIZED, OR WHERE REQUIRED FOR SPECIAL CONNECTIONS LIKE
FIELD WELDS OR AT CONTACT FACES OF CONNECTIONS USING HIGH STRENGTH BOLTS. COORDINATE PRIMER WITH FINISH REQUIREMENTS
TO ENSURE PRIMER IS COMPATIBLE WITH TOPCOATS. PROVIDE 3" MINIMUM CONCRETE COVER FOR ALL STEEL EXPOSED TO EARTH.
THE CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR COORDINATING THE FOLLOWING TYPES OF ITEMS WHICH ARE TYPICALLY SHOWN ON
MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS: SIZES AND LOCATIONS OF MECHANICAL EQUIPMENT, DUCTWORK RUNS, CONDUIT OR CABLE
TRAY RUNS, PIPE RUNS, AND ALL ASSOCIATED SLEEVES, PENETRATIONS, OPENINGS, HANGERS, INSERTS, ETC.
K.
WHERE SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL, THEY SHALL BE COMPLETE AND COORDINATED BY THE
CONTRACTOR. REPRODUCTIONS OF CONTRACT DRAWINGS WILL NOT BE ACCEPTABLE.
G.
SHOP DRAWINGS OF ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO THE A/E FOR REVIEW AND APPROVAL PRIOR TO ANY
FABRICATION OR PLACEMENT.
3.0
CAST-IN-PLACE CONCRETE
6.0
PENETRATIONS & POST-INSTALLED ANCHORS
A.
ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ACI MANUAL OF CONCRETE PRACTICE. CONCRETE MIX DESIGNS SHALL BE IN
ACCORDANCE WITH ASTM C-94 AS FOLLOWS:
A.
OPENINGS, POCKETS, HOLES, CANS, ETC. SHALL NOT BE PLACED IN ANY SLAB, BEAM, COLUMN, WALL, OR OTHER STRUCTURAL
MEMBER UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR WRITTEN PERMISSION IS OBTAINED FROM THE A/E.
1.
B.
DO NOT OVERCUT AT CORNERS WHEN CUTTING A NEW OPENING IN EXISTING CONCRETE OR MASONRY; CORE DRILL, CHIP AND
GRIND AS REQUIRED AT CORNERS. A LAYOUT OF ALL PROPOSED OPENINGS SHALL BE REVIEWED BY THE A/E PRIOR TO ANY
PENETRATION ACTION.
C.
UTILIZE CURRENT TECHNOLOGY DETECTION EQUIPMENT TO LOCATE OBSTACLES (REBAR, CONDUITS, ETC.) WITHIN CONCRETE
(FLOORS, WALLS, ROOFS, ETC.) AT EVERY LOCATION WHERE CONCRETE IS TO BE PENETRATED (DRILLING, SAWING, CORING, ETC.).
PROVIDE RESULTS TO THE A/E AT LEAST 48 HOURS PRIOR TO THE PENETRATION ACTION SO APPROPRIATE DIRECTION MAY BE
PROVIDED WHEN OBSTACLES ARE IDENTIFIED. ANY OBSTACLES DAMAGED WITHOUT PRIOR APPROVAL OF THE A/E SHALL BE
REPAIRED IN A MANNER ACCEPTABLE TO THE A/E AT THE CONTRACTOR’S EXPENSE.
D.
EXPANSION ANCHORS SHALL BE SIMPSON “STRONG-BOLT 2” PER ICC-ES ESR-3037 (IN CONCRETE) OR PER IAPMO ES ER-240 (IN
MASONRY); HILTI “KWIK BOLT 3” PER ICC-ES ESR-2302 (IN CONCRETE) OR PER ICC-ES ESR-1385 (IN MASONRY); OR APPROVED
EQUAL. PERIODIC SPECIAL INSPECTION REQUIRED.
2.
B.
ALL CONCRETE MIXES SHALL UTILIZE ASTM C150 TYPE II LOW ALKALI CEMENT. ASTM C618 CLASS F FLY ASH MAY BE UTILIZED FOR UP TO 25% CEMENT
REPLACEMENT AT THE CONTRACTOR’S OPTION.
C.
NORMAL WEIGHT AGGREGATE SHALL CONFORM TO ASTM C33 AND LIGHTWEIGHT AGGREGATE SHALL CONFORM TO ASTM C330. ALL AGGREGATE
SHALL BE FROM APPROVED SOURCES AND FREE OF DELETERIOUS MATERIALS.
D.
CONCRETE SLUMP SHALL NOT EXCEED 3” WHEN TESTED IN ACCORDANCE WITH ASTM C143 FOR HORIZONTAL MEMBER SUCH AS FOOTINGS, SLABS, AND
BEAMS OR 4” FOR VERTICAL MEMBERS SUCH AS WALLS AND COLUMNS. CONCRETE SHALL BE PLACED AT THE MINIMUM PRACTICAL SLUMP, NOT
EXCEEDING THE SPECIFIED MAXIMUM SLUMP. IF ADDITIONAL WORKABILITY AND SLUMP IS DESIRED, IT MAY BE OBTAINED WITH APPROVED ADMIXTURES
THAT DO NOT INCREASE WATER CONTENT, SHRINKAGE, OR ADVERSELY AFFECT THE CONCRETE.
E.
F.
ALL NON-SHRINK GROUT AND DRYPACK SHALL BE A PREMIXED, NON-METALLIC, SHRINKAGE COMPENSATING, NON-STAINING FORMULA WITH A MINIMUM
COMPRESSIVE STRENGTH OF 5000 PSI AT 3 DAYS AND 7000 PSI AT 28 DAYS. GROUT SHALL BE MIXED AND PLACED PER ALL MANUFACTURER
REQUIREMENTS IN A FLOWABLE OR PACKABLE STATE AS REQUIRED BY THE CONDITIONS OF INSTALLATION. USE MASTER BUILDERS “CONSTRUCTION
GROUT” OR APPROVED EQUAL.
REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL BARS TO BE WELDED OR FIELD BENT SHALL BE ASTM A706.
ALL WELDING SHALL CONFORM TO AWS D1.4 AND ALL WELDING SHALL BE PERFORMED BY APPROPRIATELY CERTIFIED WELDERS. SUPPORTS AND
ACCESSORIES FOR REINFORCING SHALL BE FURNISHED AS SHOWN OR REQUIRED. CHAIRS PLACED AGAINST EXPOSED SURFACES SHALL BE
GALVANIZED, STAINLESS, OR PLASTIC.
G.
ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN CONFORMANCE WITH ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE AND THE CRSI MANUAL OF STANDARD PRACTICE. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ALL REINFORCING SHALL BE
ACCURATELY POSITIONED AND SECURED IN PLACE WITH CHAIRS, TIES, BOLSTERS OR DOBIES PRIOR TO PLACEMENT OF CONCRETE.
H.
MINIMUM COVERAGE FOR REINFORCING SHALL BE THE CLEAR DISTANCE TO THE FACE OF BARS AS FOLLOWS UNLESS NOTED OTHERWISE: 3” FOR
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 2” FOR #6 AND LARGER BARS FROM FORMED SURFACES EXPOSED TO EARTH
OR WEATHER (1-1/2” FOR #5 AND SMALLER BARS).
E.
EPOXY/ADHESIVE ANCHORS SHALL USE SIMPSON “SET-XP” PER ICC-ES ESR-2508 (IN CONCRETE), OR PER ICC-ES ESR-1772 (IN
MASONRY); HILTI “HIT-RE 500-SD” PER ICC-ES ESR-2322 (IN CONCRETE) OR HILTI “HIT-HY 150 MAX” PER ICC-ES ESR-1967 (IN
MASONRY); OR APPROVED EQUAL. PERIODIC SPECIAL INSPECTION REQUIRED.
F.
HEAVY DUTY SCREW ANCHORS SHALL BE SIMPSON “TITEN HD” PER ICC-ES ESR-2713 (IN CONCRETE), OR PER ICC-ES ESR-1056 (IN
MASONRY); HILTI “KWIK HUS-EZ” PER ICC-ES ESR-3027 (IN CONCRETE) OR PER ICC-ES ESR-3056 (IN MASONRY); OR APPROVED
EQUAL. PERIODIC SPECIAL INSPECTION REQUIRED. HEAVY DUTY SCREW ANCHORS SHALL NOT BE USED IN CONDITIONS SUBJECT TO
PERMANENT EXTERIOR EXPOSURE.
G.
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ALL EVALUATION REPORT AND MANUFACTURER RECOMMENDATIONS AND
SPECIAL INSPECTION SHALL BE PROVIDED WHERE REQUIRED.
H.
WHERE POST-INSTALLED ANCHORS ARE TO BE USED, IT SHALL BE THE CONTRACTOR’S DIRECT RESPONSIBILITY TO COORDINATE
THE LOCATIONS OF REINFORCING STEEL OR OTHER SIMILARLY EMBEDDED ITEMS TO WORK WITH POST-INSTALLED ANCHORS AND
TO AVOID CONFLICTS WHEN DRILLING HOLES.
7.0
QUALITY ASSURANCE (STATEMENT OF SPECIAL INSPECTIONS)
I.
REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48
DIAMETERS OR AS NOTED. IN NO CASE SHALL SPLICES BE LESS THAN 24”.
A.
QUALITY ASSURANCE WILL BE ACCOMPLISHED THROUGH THE USE OF SPECIAL INSPECTION AND MATERIALS TESTING IN
ACCORDANCE WITH 2012 IBC CHAPTER 17.
J.
ALL EPOXIED REBAR DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH ALL MANUFACTURER RECOMMENDATIONS AND EVALUATION REPORT
REQUIREMENTS USING SIMPSON "SET-XP” EPOXY OR APPROVED EQUAL.
B.
WHERE REQUIRED BY THE BUILDING AUTHORITY HAVING JURISDICTION (AHJ), THE CONTRACTOR SHALL SUBMIT A WRITTEN
STATEMENT OF RESPONSIBILITY TO THE AHJ AND OWNER IN ACCORDANCE WITH 2012 IBC SECTION 1704.4.
K.
DESIGN CONCRETE FORMS AS RECOMMENDED IN ACI 347. CONSTRUCT FORMS OF ADEQUATE STRENGTH AND STIFFNESS TO OBTAIN REQUIRED
FINISHED CONCRETE SURFACE AND LINE TOLERANCES SPECIFIED IN ACI 117. FORMS SHALL BE TIGHT ENOUGH TO PREVENT LEAKAGE OF MORTAR
FINES.
C.
L.
USE NEW OR PROPERLY CLEANED LIKE-NEW FORM MATERIALS. REMOVE ALL DIRT, CHIPS, SAWDUST, RUBBISH, WATER OR ICE FROM FORMS PRIOR TO
PLACEMENT OF CONCRETE.
THE CONTRACTOR SHALL PROVIDE THE A/E WITH WRITTEN NOTICE 48 HOURS PRIOR TO THE FOLLOWING CONSTRUCTION ACTIVITIES
SO STRUCTURAL OBSERVATION MAY BE PERFORMED WHERE APPROPRIATE: CONCRETE PLACEMENT, STEEL ERECTION, DIAPHRAGM
NAILING OR WELDING, AND GROUTING OF MASONRY. DEFICIENCIES WILL BE REPORTED IN WRITING. AT THE CONCLUSION OF WORK,
THE ENGINEER OF RECORD (EOR) WILL REVIEW THE PROJECT FOR GENERAL CONFORMANCE WITH STRUCTURAL REQUIREMENTS. IF,
IN THE OPINION OF THE EOR, THE PROJECT STILL CONTAINS REPORTED DEFICIENCIES THAT HAVE NOT BEEN ADDRESSED BY THE
CONTRACTOR, A WRITTEN STATEMENT WILL BE ISSUED INDICATING THAT SITE VISITS AND STRUCTURAL OBSERVATIONS HAVE BEEN
MADE AND THAT CERTAIN DEFICIENCIES REMAIN UNRESOLVED.
M.
CLEAN AND ROUGHEN CONSTRUCTION JOINTS AND LIGHTLY MOISTEN FORMS AND SUBGRADE PRIOR TO PLACING CONCRETE. INSTALL W.R. MEADOWS
“SEALTIGHT DUOGARD” CHEMICAL RELEASE AGENT OR APPROVED EQUAL PRIOR TO PLACEMENT OF CONCRETE. PLACE CONCRETE USING METHODS
WHICH AVOID SEGREGATION. MECHANICALLY VIBRATE ALL CONCRETE, INCLUDING SLABS, TO CONSOLIDATE IT IN FORMS. COMPLY WITH THE
REQUIREMENTS FOR CURING PRIOR TO STRIPPING OF FORMS.
D.
SPECIAL INSPECTION AND ASSOCIATED MATERIALS TESTING SHALL BE PERFORMED FOR THE PROCESSES AND MATERIALS
REQUIRED FOR CONSTRUCTION. THE TYPE AND FREQUENCY OF INSPECTIONS AND TESTS AS WELL AS THE FREQUENCY AND
DISTRIBUTION OF RELATED REPORTS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS AND AS REQUIRED BY ALL
APPLICABLE CODES.
N.
CONCRETE FINISHES:
E.
THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND SHALL FURNISH
REPORTS TO THE A/E, OWNER AND AHJ. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE A/E, OWNER AND AHJ. AT THE CONCLUSION OF WORK, THE
SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO THE A/E, OWNER AND AHJ INDICATING THE WORK REQUIRING SPECIAL I
NSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN
THE INSPECTION REPORTS HAVE BEEN CORRECTED.
F.
SPECIAL INSPECTIONS IN ACCORDANCE WITH 2012 IBC CHAPTER 17 SHALL BE REQUIRED FOR THE FOLLOWING ITEMS:
1.
2.
3.
4.
5.
INTERIOR FLATWORK: SCREED TO AN EVEN, LEVEL PLANE, FLOAT AND STEEL TROWEL TO A SMOOTH, DENSE, HARD FINISH.
EXTERIOR FLATWORK: AS ABOVE EXCEPT FOLLOWED WITH A MEDIUM BROOM FINISH PERPENDICULAR TO TRAFFIC.
FORMED SURFACES EXPOSED TO VIEW: IMMEDIATELY AFTER FORMS ARE REMOVED, REMOVE SURFACE PROJECTIONS AND SACK AND PATCH
ALL SURFACE DEFECTS.
FORMED SURFACES NOT EXPOSED TO VIEW: STRIP FORMS AND PATCH LARGE HOLES OR DEFECTS.
COORDINATE AND VERIFY ALL CONCRETE FINISHES WITH THE ARCHITECT.
O.
ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR TOOLED TO A 1/2" RADIUS.
P.
FINISH AND MEASURE SLAB SURFACES SO GAP AT ANY POINT BETWEEN CONCRETE SURFACE AND AN UNLEVELED, FREESTANDING, 10-FOOT LONG
STRAIGHTEDGE RESTING ON TWO HIGH SPOTS AND PLACED ANYWHERE ON THE SURFACE DOES NOT EXCEED 3/16”.
Q.
CONCRETE CURING AND PROTECTION REQUIREMENTS:
1.
2.
3.
4.
5.
R.
FRESHLY DEPOSITED CONCRETE SHALL BE CURED AND PROTECTED FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD
TEMPERATURES FOR A MINIMUM OF 5 DAYS IN ACCORDANCE WITH ACI 305 IN HOT WEATHER AND ACI 306 IN COLD WEATHER.
INTERIOR SLABS TO BE COVERED: APPLY 1 COAT OF ASTM C309 CURING COMPOUND AS SOON AS POSSIBLE AFTER FINISHING. CURING
COMPOUND SHALL BE CERTIFIED TO BE COMPATIBLE WITH FLOORING COVERINGS OR THE CURING COMPOUND SHALL BE REMOVED FROM
SLABS PRIOR TO APPLICATION OF FLOOR COVERINGS.
INTERIOR SLABS TO BE EXPOSED WITH CURE AND SEAL FINISH: APPLY AN INITIAL CURING COAT OF HIGH SOLIDS (20% MINIMUM) ASTM C1315
CURING AND SEALING COMPOUND AS SOON AS POSSIBLE AFTER FINISHING. APPLY A SECOND SEALING COAT PER MANUFACTURER
RECOMMENDATIONS.
EXTERIOR CONCRETE: APPLY 1 COAT OF HIGH SOLIDS (20% MINIMUM) ASTM C309 CURING COMPOUND AS SOON AS POSSIBLE AFTER
FINISHING.
REAPPLY CURING COMPOUNDS TO SAWCUT JOINTS IMMEDIATELY AFTER CUTTING IF CURING COMPOUND IS APPLIED PRIOR TO CUTTING.
DEFECTIVE WORK:
1.
2.
3.
1.
G.
IBC
ID
IN
INT
JST
JT
K
KSI
KSF
L
LBS
LLV
LLH
LT WT
MAX
MB
MECH
MFR
MISC
MIN
MTL
(N)
NA
NS
NSA
NTS
OC
OD
OH
PERP
PL
PLF
PLY
PSI
PSF
PT
REINF
REQD
SCH
SHTG
SIM
SOG
SS
STAGG
STD
STIFF
STL
STRUC
SYM
T
TN
TO
TYP
T&G
T&B
UNO
VERT
WF
WWF
W/
W/O
@
#
&
+/-
INTERNATIONAL BUILDING
CODE
INSIDE DIAMETER
INCHES
INTERIOR
JOIST
JOINT
KING STUD, KIPS
KIPS PER SQUARE INCH
KIPS PER SQUARE FOOT
ANGLE
POUNDS
LONG LEG VERTICAL
LONG LEG HORIZONTAL
LIGHT WEIGHT
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MISCELLANEOUS
MINIMUM
METAL
NEW
NOT APPLICABLE
NEAR SIDE
NELSON STUD ANCHOR
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPPOSITE HAND
PERPENDICULAR
PLATE
POUNDS PER FOOT
PLYWOOD
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PRESSURE TREATED
POST TENSIONED
REINFORCED
REQUIRED
SCHEDULE
SHEATHING
SIMILAR
SLAB ON GRADE
STAINLESS STEEL
STAGGERED
STANDARD
STIFFENER
STEEL
STRUCTURAL
SYMMETRICAL
TRIMMER
TOENAIL
TOP OF
TYPICAL
TONGUE & GROOVE
TOP & BOTTOM
UNLESS NOTED OTHERWISE
VERTICAL
WIDE FLANGE
WELDED WIRE FABRIC
WITH
WITHOUT
AT
NUMBER, POUNDS
AND
PLUS OR MINUS
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
5425 LOUIE LANE, RENO, NV 89511
P: 775.525.1113
MATTHEW FETTIG, PE
NV LIC. #20004
CA LIC. #74178
STRUCTURAL STEEL SHAPES, PLATES AND RODS: ASTM A36 (Fy = 36 KSI) TYPICAL UNLESS NOTED OTHERWISE. USE ASTM 572,
GRADE 50 (Fy = 50 KSI) WHERE NOTED.
"W" STEEL SHAPES: ASTM A992 (Fy = 50 KSI).
RECTANGULAR HSS STEEL TUBING: ASTM A500, GRADE B (Fy = 46 KSI).
ROUND HSS STEEL TUBING: ASTM A500, GRADE B (Fy = 42 KSI).
STEEL PIPE: ASTM A53, GRADE B (Fy = 35 KSI).
J.
FOUNDATIONS AND SLABS ON GRADE: f’c = 3000 PSI AT 28-DAYS, 3/4” NORMAL WEIGHT AGGREGATE, 0.50 MAXIMUM W/C RATIO,
ENTRAPPED AIR ONLY. SLABS ON GRADE SHALL CONTAIN 1.5 LB/CY OF FIBERMESH STEALTH POLYPROPYLENE FIBERS OR APPROVED EQUAL.
EXTERIOR CONCRETE: f’c = 4000 PSI AT 28-DAYS, 3/4” NORMAL WEIGHT AGGREGATE, 0.45 MAXIMUM W/C RATIO, 6% +/- 1% ENTRAINED AIR.
EXTERIOR CONCRETE SHALL CONTAIN 1.5 LB/CY OF FIBERMESH STEALTH POLYPROPYLENE FIBERS OR APPROVED EQUAL.
ABBREVIATIONS
AB
ANCHOR BOLT
ACI
AMERICAN CONCRETE
INSTITUTE
AFF
ABOVE FIN FLR
AGG
AGGREGATE
AISC
AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
ALT
ALTERNATE
ALUM
ALUMINUM
APPROX
APPROXIMATELY
ARCH
ARCHITECT
ASCE
AMERICAN SOCIETY OF
CIVIL ENGINEERS
ASTM
AMERICAN SOCIETY FOR
TESTING OF MATERIALS
BFF
BELOW FIN FLR
BLDG
BUILDING
BLKG
BLOCKING
BM
BEAM
BN
BOUNDARY NAIL
BO
BOTTOM OF
BOT
BOTTOM
B/S
BOTH SIDES
CIP
CAST IN PLACE
CJ
CONTROL JOINT
CL
CENTERLINE
CLG
CEILING
CLR
CLEAR
CMU
CONC MASONRY UNIT
COL
COLUMN
CONC
CONCRETE
CONN
CONNECTION
CONST
CONSTRUCTION
CONT
CONTINUOUS
CJP
COMPLETE JOINT
PENETRATION
CL
CENTERLINE
CTSK
COUNTERSUNK
CY
CUBIC YARDS
DBL
DOUBLE
DF
DOUGLAS FIR
DIA
DIAMETER
DJ
DOWELED JOINT
DWG
DRAWING
EA
EACH
EF
EACH FACE
ELEV
ELEVATION
ELEC
ELECTRICAL
EN
EDGE NAIL
ES
EACH SIDE
EW
EACH WAY
(E)
EXISTING
EXT
EXTERIOR
FF
FINISHED FLOOR
FIN
FINISH
FLR
FLOOR
FN
FACE NAIL
FO
FACE OF
FS
FAR SIDE
FT
FEET
FTG
FOOTING
GA
GAGE, GUAGE
GALV
GALVANIZED
GLB
GLULAM BEAM
HDR
HEADER
HORIZ
HORIZONTAL
HSB
HIGH STRENGTH BOLT
SHEET INDEX
SHEET
S0.01
S1.01
S2.01
TYSON COLOVICH, PE
NV LIC. # 19370
CA LIC. # 76006
NAME
STRUCTURAL NOTES & SPECIFICATIONS
STRUCTURAL PLANS
STRUCTURAL DETAILS
CHRIS ROPER, PE/SE
NV LIC. #15032
CA LIC. #4734
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: 16_024
Owner
EAST FORK
SWIMMING POOL
DISTRICT
SPECIAL CASES: POST INSTALLED ANCHORS IN ACCORDANCE WITH EVALUATION REPORTS AND MANUFACTURER
RECOMMENDATIONS. PERIODIC SPECIAL INSPECTION.
THE SPECIAL INSPECTIONS LISTED ABOVE ARE NOT INTENDED TO BE ALL INCLUSIVE AND ONLY REPRESENT SPECIAL INSPECTIONS
FOR THE WORK SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL SPECIAL INSPECTIONS OF ARCHITECTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING SYSTEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DESIGN DISCIPLINES FOR ADDITIONAL
INFORMATION.
ISSUED FOR BID
REV
DATE
REVISIONS
DESCRIPTION
ANY CONCRETE NOT FORMED AS SHOWN OR NOT MEETING THE INTENDED LINES, ELEVATIONS, FINISHES, TOLERANCES, ETC. SHALL BE DEEMED
DEFECTIVE.
SLAB CRACKS, EDGE CURLING AND SURFACES NOT MEETING FINISH, FLATNESS OR LEVELNESS REQUIREMENTS SHALL BE DEEMED DEFECTIVE.
DEFECTIVE WORK SHALL BE REMOVED AND REPLACED WITH CONFORMING WORK, OR AT THE OPTION OF THE A/E, REPAIRED TO THE
SATISFACTION OF THE A/E.
S.
CONSTRUCTION JOINTS WILL NOT BE PERMITTED, EXCEPT WHERE SHOWN ON THE DRAWINGS, WITHOUT WRITTEN CONSENT OF THE A/E.
T.
ALL CONDUITS AND UTILITIES AT SLABS ON GRADE SHALL BE PLACED IN THE BASE MATERIALS AND NOT IN THE SLAB.
U.
LEAVE CONCRETE SURFACES BROOM CLEAN AND REMOVE ALL DEBRIS FROM CONCRETE WORK FROM THE SITE.
V.
SUBMIT CONCRETE MIX DESIGNS, MATERIAL CUTSHEETS, AND REBAR SHOP DRAWINGS TO THE A/E FOR REVIEW AND APPROVAL PRIOR TO ANY
FABRICATION OR PLACEMENT.
Sheet Title
STRUCTURAL NOTES
& SPECIFICATIONS
Date: JUNE 16, 2016
Sheet No:
S0.01
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
(E) 22" OWJ,
TYP.
EQ
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
MC6X12
4
S2.01
MC6X12
Consultant
5425 LOUIE LANE, RENO, NV 89511
P: 775.525.1113
MATTHEW FETTIG, PE
NV LIC. #20004
CA LIC. #74178
MC6X12
EQ
(N) 8'-0" SQ. OPENING
W/ CLOSURE FRAMING
FOR EQUIPMENT
REMOVAL/INSTALLATION
TYSON COLOVICH, PE
NV LIC. # 19370
CA LIC. # 76006
REPAIR CMU
FACING THIS
LOCATION
PER 5/S2.01
3
S1.01
CHRIS ROPER, PE/SE
NV LIC. #15032
CA LIC. #4734
PLEASE RECYCLE
2
S1.01
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
OVERALL PLAN
1/16" = 1'-0"
3
N
PARTIAL ROOF FRAMING PLAN
1/4" = 1'-0"
Job No: 16_024
REMOVE PART HT. CMU WALLS
AND REPLACE W/ (N) CMU WALL
AS REQUIRED FOR (N) COUNTER
Owner
EAST FORK
SWIMMING POOL
DISTRICT
DEMO (E) WALL
DEMO (E) WALL
DEMO (E) WALL
REINFORCE ABOVE PER 2/S2.01
TYP. THROUGHOUT WHERE SHOWN
SAWCUT (N) WINDOW AND REINFORCE
DEMO WALL AND REINFORCE
DEMO (E) WALL AND
REINFORCE EA. SIDE
SLAB REMOVAL AND
REPLACEMENT FOR CMU DEMO
PER 3/S2.01, TYP. THROUGHOUT
WHERE SHOWN
8"
1
8"
N
ISSUED FOR BID
DEMO SILL
REV
DATE
REVISIONS
DESCRIPTION
DEMO (E) WALLS
TYPICAL STRUCTURAL NOTES:
1. SEE SHEET S0.01 FOR GENERAL NOTES AND SPECIFICATIONS.
2. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
3. COORDINATE AND VERIFY ALL IMPROVEMENTS, INCLUDING LAYOUTS AND
DIMENSIONS, WITH ARCHITECTURAL DRAWINGS.
Sheet Title
STRUCTURAL PLANS
Date: JUNE 16, 2016
N
2
LOBBY PLAN
1/4" = 1'-0"
Sheet No:
S1.01
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
5425 LOUIE LANE, RENO, NV 89511
P: 775.525.1113
MATTHEW FETTIG, PE
NV LIC. #20004
CA LIC. #74178
REMOVE & REPLACE DAMAGED
AND CRACKED FACE SHELLS
THIS AREA AS REQUIRED.
COURSING LAYOUT OF FACE
SHELL REPAIRS SHALL MATCH
AND BLEND INTO EXISTING.
TYSON COLOVICH, PE
NV LIC. # 19370
CA LIC. # 76006
CHRIS ROPER, PE/SE
NV LIC. #15032
CA LIC. #4734
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
(N) 1-1/2"x20GA
VERCO B-DECK
12"x2"x14GA JOIST
AND TRACK FRAMED
CURB W/INTERMEDIATE
JOIST
(N) 8'-0" SQ. OPENING
1600 NV-88, MINDEN, NV
89423
FASTEN DECKING AND
FRAMING W/#12 TEKS
AT 6" O.C. MAX. TYP.
(E) 1-1/2" DECK
3/16
MC6X12
MC6X12
3/16
(E) OWJ
1/4"x4" SQ. CONN.
PL. TYP.
Job No: 16_024
(E) OWJ
Owner
4
Section at Roof Opening
1/2" = 1'-0"
5
(N) L4X4X1/4 x 0'-4"
w/ 3/4" DIAM x 6" EMBED
EPOXY ANCHOR
EAST FORK
SWIMMING POOL
DISTRICT
Typ. CMU Facing Repair
(E) CONCRETE OR
MASONRY
(N) C8x11.5 PER PLAN w /3/4" DIAM x 6" EMBED
EPOXY ANCHORS AT SINGLE SIDED CONDITIONS
AND 3/4" DIAM THRU BOLTS AT DOUBLE SIDED
CONDITIONS. INSTALL CHANNEL REINFORCING
WHERE REQUIRED PRIOR TO DEMO
8'-10" A.F.F.
CHIP OUT FOR SQUARE
CORNERS AS REQ'D
UNDERSIDE
MEZZANINE
ISSUED FOR BID
WALL DEMO PER PLAN
(N) 4" MIN. SOG w/ EXTENTS, JOINTING
AND FINISH AS REQ'D TO MATCH AND
WORK w/ EXISTING CONDITIONS
- USE #4 AT 18" O.C. AT MID-SLAB
DEPTH, DRILL & EPOXY w/ 4"EMBED
TYP. EA. SIDE
CONC. CORE
6'-10" A.F.F.
1'-4"
6" +/-
HEAD
O.C. TYP.
3/16"
(N) SAWCUT OPENING
PER PLAN. MAINTAIN
(E) CMU HEADS, TYP.
6"
2"
AT FLOORS, SAW CUT AS CLOSE AS
POSSIBLE AND GRIND SMOOTH AND
FLUSH WITH ADJACENT SLAB, TYP.
UNLESS REMOVAL TO BELOW
EXISTING SLAB LEVEL IS REQUIRED.
COORD. REQUIREMENTS w/ ARCH.
SAWCUT TO CENTERLINE OF
CORE (DO NOT OVERCUT AT
CORNERS)
Sheet Title
(N) SAWCUT OPENING
(E) 8" CMU WALLS
TYP.
3
Typ. Wall Demo at SOG
1" = 1'-0"
REVISIONS
DESCRIPTION
EQ
2'-0"
MIN.
DATE
EQ
(E) 4" SOG
REV
2
Typ. Reinforcing Detail
1" = 1'-0"
STRUCTURAL
DETAILS
SEE PLANS FOR SIZE
1
Typ. Sawcut Opening
3/4" = 1'-0"
Date: JUNE 16, 2016
Sheet No:
S2.01
FIRE PROTECTION SPECIFICATIONS
EXISTING
MECHANICAL
ENCLOSURE
1.
THIS IS A PERFORMANCE SPECIFICATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING ALL PERMITS, FEES, DESIGN, MATERIAL, FABRICATION, STORAGE, INSTALLATION AND
TESTING FOR A COMPLETE AND OPERABLE FIRE SPRINKLER SYSTEM.
2.
IT IS THE FIRE PROTECTION CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DOCUMENTS
INCLUDING (BUT NOT LIMITED TO) ARCHITECTURAL, CIVIL, ELECTRICAL, PLUMBING,
MECHANICAL, AND STRUCTURAL DISCIPLINES WHEN DESIGNING THE FIRE PROTECTION SYSTEM.
THE FIRE PROTECTION CONTRACTOR SHALL ACKNOWLEDGE ON THEIR SHOP DRAWINGS THAT
THEY HAVE REVIEWED ALL DESIGN DOCUMENTS AS PART OF THE PREPARATION OF THE FIRE
PROTECTION SYSTEM DESIGN.
EXISTING RESTROOM
127
130
3.
SYSTEM SHALL MEET THE REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
13, 24, THE NATIONAL ELECTRICAL CODE (NEC), AS WELL AS LOCAL BUILDING OFFICIALS, WATER
DEPARTMENT AND STATE FIRE MARSHAL REQUIREMENTS AS APPLICABLE.
4.
SUBMIT COMPLETE SET OF SHOP DRAWINGS INCLUDING NECESSARY CALCULATIONS AND
CATALOG CUTS OF MATERIALS TO THE ENGINEER AND THE AUTHORITY HAVING JURISDICTION
FOR APPROVAL. OBTAIN APPROVAL PRIOR TO INSTALLATION. DRAWINGS AND CALCULATIONS
SHALL BE CERTIFIED BY A MINIMUM NATIONAL INSTITUTE FOR CERTIFICATION ENGINEERING
TECHNOLOGY LEVEL III TECHNICIAN.
5.
SYSTEM SHALL BE HYDRAULICALLY DESIGNED. CONTRACTOR SHALL OBTAIN LATEST WATER
SUPPLY INFORMATION AND DETERMINE SPRINKLER HEAD SPACING AND DESIGN DENSITIES FOR
HYDRAULIC CALCULATIONS. REQUIRED SYSTEM PRESSURE SHALL BE A MINIMUM OF 10% BELOW
THE AVAILABLE PRESSURE AT SYSTEM DEMAND.
6.
PLANS FOR INSTALLATION OF ANY FIRE ALARM, OR FIRE SPRINKLER SYSTEM SHALL BE SUBMITTED
UNDER SEPARATE PERMIT BY CONTRACTORS LICENSED BY THE NEVADA STATE FIRE MARSHAL'S
OFFICE TO DO THIS WORK, A SEPARATE PERMIT IS REQUIRED FOR EACH TYPE OF SYSTEM .
7.
CONTRACTOR SHALL HOLD A VALID NEVADA CONTRACTORS LICENSE FOR THE TYPE OF WORK
BEING PERFORMED.
8.
ALL PIPING SHALL BE SUSPENDED AND BRACED IN STRICT ACCORDANCE WITH NFPA 13, 2012
IBC, AND ASCE 7.
9.
CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID, IN ORDER TO DETERMINE THE EXACT
SCOPE OF WORK
UNISEX
RESTROOM
126
STORAGE
125
MEETING ROOM
124
OFFICE ROOM
123
10. THE CONTRACTOR GUARANTEES THAT ALL WORK INSTALLED SHALL BE FREE OF ALL DEFECTS IN
WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE
CERTIFICATION OF COMPLETION AND ACCEPTANCE OF WORK.
11. AFTER SYSTEM IS COMPLETELY INSTALLED, IT SHALL BE FILLED AND TESTED IN ACCORDANCE WITH
LOCAL REQUIREMENTS, NFPA 13, AND THE REQUIREMENTS OF THE APPLICABLE NFPA BULLETINS.
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
12. ALL SPRINKLER HEADS TO BE SEMI-RECESS TYPE WITH ESCUTCHEON. COORDINATE WITH
ARCHITECT ON HEAD AND ESCUTCHEON COLORS. ALL PIPING IS TO BE CONCEALED ABOVE
FINISH CEILING AREAS. SPRINKLER HEADS SHALL BE ALIGNED WITH LIGHTS, DIFFUSERS, AND
OTHER EQUIPMENT SO AS TO PRESENT A NEAT AND SYMMETRIC APPEARANCE. SPRINKLER HEADS
TO BE CENTERED IN CEILING TILE.
LIFE GUARD
108
STORAGE
102
FIRST AID
107
WORK ROOM
113
WOMENS LOCKER ROOM
105
OFFICE
114
WOMENS FOYER
106
15. REFER TO ELECTRICAL PLANS FOR LOCATION AND TYPE OF ALL LIGHTING, DATA, AND POWER
LOCATIONS, NOT ALL DEVICES ARE SHOWN HERE.
STAIR TOWER
122
MENS FOYER
115
16. ALL CEILING ELEVATIONS ARE ABOVE FINISH FLOOR AT REFERENCE POINT. UNLESS NOTED
OTHERWISE
?
?
P LE ASE RE CYC LE
Project
LOBBY
111
TELEPHONE
104
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
14. REFER TO MECHANICAL PLANS FOR LOCATION AND TYPE OF ALL HVAC REGISTERS, ACCESS
PANELS, THERMOMETERS, ETC. NOT ALL DEVICES ARE SHOWN HERE.
MENS LOCKER ROOM
119
MECHANICAL
101
ELECT.
103
13. IN LIEU OF RIGID PIPE OFFSETS OR RETURN BENDS FOR SPRINKLER DROPS, MULTIPLE-USE FLEXIBLE
STAINLESS STEEL SPRINKLER DROP SYSTEM MAY BE USED TO LOCATE SPRINKLERS AS REQUIRED BY
FINAL FINISHED CEILING TILES AND WALLS. THE DROP SYSTEM SHALL CONSIST OF A BRAIDED
OR UNBRAIDED (CORRUGATED) TYPE 304 STAINLESS STEEL FLEXIBLE TUBE, A ZINC PLATED STEEL 1"
NPT MALE THREADED NIPPLE FOR CONNECTION TO BRANCHLINE PIPING, AND A ZINC PLATED
STEEL REDUCER WITH A 1/2" OR 3/4" NPT FEMALE THREAD FOR CONNECTION TO THE SPRINKLER
HEAD. THE BRAIDED DROP SYSTEM SHALL BE FM APPROVED FOR SPRINKLER SERVICES TO 200 PSI
AND CAN BE INSTALLED WITHOUT THE USE OF TOOLS, AND THE CORRUGATED SYSTEM SHALL BE
UL LISTED FOR SPRINKLER SERVICES TO 175 PSI. ALL HOSES SHALL BE FACTORY-PRESSURE TESTED
TO 400 PSI.
REMODEL AREA.
REVISE FIRE SPRINKLER
COVERAGE AS REQUIRED.
CONCESSIONS
116
CARSON VALLEY SWIM
CENTER
MECHANICAL ROOM
118
STORAGE
118
FIRE PROTECTION DEMOLITION PLAN
SCALE: 1/16" = 1'-0"
1600 NV-88, MINDEN, NV
89423
A
FP1.00
Owner
CARSON VALLEY SWIM
BOARD
EXISTING
MECHANICAL
ENCLOSURE
EXISTING RESTROOM
127
130
UNISEX
RESTROOM
126
STORAGE
125
MEETING ROOM
124
OFFICE ROOM
123
REMODEL AREA.
REVISE FIRE SPRINKLER
COVERAGE AS REQUIRED.
LIFE GUARD
108
STORAGE
102
FIRST AID
107
WORK ROOM
113
WOMENS LOCKER ROOM
105
OFFICE
114
REV
WOMENS FOYER
106
TELEPHONE
104
DATE
REVISIONS
DESCRIPTION
MENS LOCKER ROOM
119
MECHANICAL
101
ELECT.
103
ISSUED FOR BID
STAIR TOWER
122
MENS FOYER
115
LOBBY
111
?
?
CONCESSIONS
116
ADA FAMILY
117
MECHANICAL ROOM
118
Sheet Title
FIRE PROTECTION PLANS
STORAGE
118
FIRE PROTECTION PLAN
SCALE: 1/16" = 1'-0"
B
FP1.00
Date: 16 JUNE 16
Sheet No:
FP1.00
MECHANICAL ABBREVIATIONS
EXHAUST FAN SCHEDULE
UNIT GENERAL DATA
EF
~
SERVICE
1
ADA FAMILY - 117
MANUFACTURER
MODEL
BROAN
L200
UNIT TYPE
CEILING
AIRFLOW
(CFM)
175
EXTERNAL STATIC
PRESSURE
(IN W.C.)
0.375
DRIVE TYPE
WHEEL SPEED (RPM)
DIRECT
SOUND POWER LVL
(OCTAVES 1-8)
SONES
N/A
2.9
760
STANDARD FEATURES:
OPTIONS:
1.
1.
A.
BACKDRAFT DAMPER
B.
ROUND DUCT CONNECTOR
C.
MANUFACTURER'S WALL CAP
D.
FAN TO BE ENERGIZED BY WALL SWITCH
FAN SHALL BE CONSTRUCTED OF WELDED STEEL WITH A 2-PART ELECTROSTATICALLY
APPLIED AND BAKED CORROSION RESISTANT COATING.
VOLTS/Ø/HZ
120/1/60
HP/WATTS
MAXIMUM
OPERATING
WEIGHTS (LBS)
127 WATTS
ACFM
UNIT OPTIONS
AFF/AFG
A,B,C,D
25
AF
A
APD
GENERAL NOTES:
ALL CAPACITIES ARE LISTED FOR 4,500 FEET ELEVATION
ELECTRICAL
SOUND CRITERIA (MAX. ALLOWABLE RATINGS)
BFF/BFG
BHP
RECTANGULAR NECK:
DIFFUSER
FRAME SIZE
NECK DIA.
DIFFUSER
NECK DIA.
12x12 CD-1
8 - 24x24 CD-1
200 CFM 4W
AIRFLOW
THROW
200 CFM 4W
AIRFLOW
THROW
NOTE: COLOR SHALL BE COORDINATED WITH ARCHITECT PRIOR TO ORDERING. FIELD APPLY FLAT
BLACK PAINT TO INTERIOR DUCT WHERE VISIBLE THROUGH AIR DISTRIBUTION.
TAG
MANUF.
TYPE
FACE
FRAME
MODEL
CD-1
TITUS
SUPPLY
MOD-CORE
SURFACE
MCD
REMARKS
ABBR.
DESCRIPTION
AIR FILTER
SA
SUPPLY AIR
ABOVE FINISHED FLOOR/GRADE
RA
RETURN AIR
AMPERE
EA
EXHAUST AIR
AIR PRESSURE DROP
OA
OUTSIDE AIR
BELOW FINISHED FLOOR/GRADE
POSITIVE PRESSURE DUCT SECTION - FIRST SIZE IS TOP
BRAKE HORSEPOWER
NEGATIVE PRESSURE DUCT SECTION - FIRST SIZE IS TOP
BRITISH THERMAL UNITS PER HOUR
CFM
CUBIC FEET PER MINUTE
COP
COEFFICIENT OF PERFORMANCE
FLEXIBLE DUCT
VALVE FLOW COEFFICIENT
FLEXIBLE DUCT CONNECTOR
DB,WB
ROUND NECK:
SYMBOL
BTUH
Cv
AIR DISTRIBUTION SCHEDULE
ACTUAL CUBIC FEET PER MINUTE
MECHANICAL SYMBOL LEGEND
20x10
DUCT SIZE - FIRST SIZE IS SIDE SHOWN
(L)
LINED DUCT
DRY BULB, WET BULB TEMPERATURE
MVD
MANUAL VOLUME DAMPER
dBA
DECIBELS, A-WEIGHTED MEASUREMENT
OBD
OPPOSED BLADE DAMPER
DG
DOOR GRILLE
PBD
PARALLEL BLADE DAMPER
DIA
DIAMETER
FD
FD
FIRE DAMPER
DN
DOWN
SD
SD
SMOKE DAMPER
DP
DIFFERENTIAL PRESSURE
FSD
FSD
COMBINATION FIRE/SMOKE DAMPER
EFF
EFFICIENCY
M
MOTORIZED ACTUATOR
EER
ENERGY EFFICIENCY RATIO
B
SPRING WOUND BYPASS TIMER @ 48" AFF
(E)
EXISTING
T
TSTAT
ENTERING/LEAVING AIR TEMPERATURE
S
SD
SMOKE DETECTOR
EXTERNAL STATIC PRESSURE
CD
CEILING DIFFUSER
ENTERING/LEAVING WATER TEMPERATURE
LD
LINEAR DIFFUSER
SW
SIDE WALL DIFFUSER
EAT/LAT
ESP
EWT/LWT
FLA
FULL LOAD AMPERES
FPM
FEET PER MINUTE
FT
2
EG/RG
FOOT
THERMOSTAT OR TEMPERATURE SENSOR @ 48" AFF
BFP
BACKFLOW PREVENTER
FT
CUBIC FOOT
BV
BALL VALVE
GA
GAUGE
BFV
BUTTERFLY VALVE
GPM
GALLONS PER MINUTE
CV
CHECK VALVE
HEPA
HIGH EFFICIENCY PARTICULATE AIR
FCV
FLOW CONTROL (BALANCE) VALVE
HP
HORSEPOWER
GV
GATE VALVE
HZ
HERTZ
PRV
PRESSURE REDUCING VALVE
IN
INCH
PTRV
PRESSURE AND TEMPERATURE RELIEF VALVE
2
SQUARE INCH
TCV
TEMPERATURE CONTROL VALVE (2-WAY OR 3-WAY)
IN
3
CUBIC INCH
TDV
TRIPLE DUTY VALVE
KW
KILOWATT
STR
STRAINER
LBS
POUNDS
UNION
LRA
LOCKED ROTOR AMPERES
PIPE BREAK
MAX
MAXIMUM
PIPE CAP OR PLUG
MBH
THOUSAND BRITISH THERMAL UNITS PER HOUR
MCA
MINIMUM CIRCUIT AMPACITY
PIPE ELBOW DOWN
MERV
MINIMUM EFFICIENCY REPORTING VALUE
PIPE ELBOW UP
MIN
MINIMUM
PIPE TEE
MAXIMUM OVERCURRENT PROTECTION
PIPE RISER
(N)
NEW
PIPE DROP
NC
NOISE CRITERIA
PIPE BRANCH, TOP CONNECTION
PPM
PARTS PER MILLION
PIPE BRANCH, BOTTOM CONNECTION
PSI
POUNDS PER SQUARE INCH
3
IN
MOCP
PSIG
R
ELL
PA
POUNDS PER SQUARE INCH GAUGE
RPM
REVOLUTIONS PER MINUTE
RLA
RATED LOAD AMPERES
(RX)
REMOVE EXISTING
SEER
SEASONAL ENERGY EFFICIENCY RATIO
TDH
TOTAL DYNAMIC HEAD
PIPE ELBOW
EJ
FLEX
M
P
PIPE EXPANSION JOINT
FLEXIBLE PIPE CONNECTOR
WATER METER
T
P
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
P LE ASE RE CYC LE
Project
CARSON VALLEY SWIM
CENTER
1600 NV-88, MINDEN, NV
89423
Owner
CARSON VALLEY SWIM
BOARD
PRESSURE SENSOR, TEMPERATURE SENSOR WITH WELL
T
PRESSURE GAUGE, TEMPERATURE GAUGE
P
PUMP
TG
TRANSFER GRILLE
(TR)
TO REMAIN
CHS/R
CHS/CHR
CHILLED WATER SUPPLY/RETURN PIPING
TSP
TOTAL STATIC PRESSURE
CWS/R
CWS/CWR
CONDENSER WATER SUPPLY/RETURN PIPING
TYP
TYPICAL
HWS/R
HWS/HWR
HOT WATER SUPPLY/RETURN PIPING
V
VOLTS
HTS/R
HTS/HTR
HIGH TEMPERATURE HOT WATER SUPPLY/RETURN PIPING
W
WATT
TWS/R
TWS/TWR
TEMPERED WATER SUPPLY/RETURN PIPING
WATER COLUMN/GAUGE
L/MPS
LPS/MPS
CR
CR
STEAM CONDENSATE RETURN PIPING
PCR
PCR
PUMPED STEAM CONDENSATE RETURN PIPING
RL
RL
REFRIGERANT LIQUID PIPING
RS
RS
REFRIGERANT SUCTION PIPING
D
D
EQUIPMENT OR CONDENSATE DRAIN PIPING
WC/WG
Consultant
PIPE ANCHOR
PIPE ALIGNMENT GUIDE
REGISTER
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
EXHAUST/RETURN GRILLE
SQUARE FOOT
FT
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
POC
LOW/MEDIUM PRESSURE STEAM
POINT OF CONNECTION
POINT OF DISCONNECT
ISSUED FOR BID
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
MECHANICAL SHEET LIST
M0.01
M1.00
M1.01
M2.00
M2.01
MECHANICAL ABBREVIATIONS, LEGEND, CALCS, AND SCHEDULES
OVERALL MECHANICAL DEMOTLITION PLAN
ENLARGED DEMOLITION PLAN
OVERALL MECHANICAL PLAN
ENLARGED MECHANICAL PLAN
MECHANICAL
ABBREVIATIONS, LEGEND,
CALCS, AND SCHEDULES
Date: 16 JUNE 16
Sheet No:
M0.01
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
EXISTING MECHANICAL ENCLOSURE
130
EXISTING RESTROOM
127
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
FOYER
100
UNISEX RESTROOM
126
Consultant
STORAGE
125
MEETING ROOM
124
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
P LE ASE RE CYC LE
Project
CARSON VALLEY SWIM
CENTER
OFFICE ROOM
123
1600 NV-88, MINDEN, NV
89423
Owner
CARSON VALLEY SWIM
BOARD
A
M1.01
FIRST AID
107
STORAGE
102
LIFE GUARD
108
WORK ROOM
113
OFFICE
114
MENS LOCKER ROOM
119
WOMENS LOCKER ROOM
105
MECHANICAL
101
STAIR TOWER
122
WOMENS FOYER
106
ELECT.
103
TELEPHONE
104
FIRE SPRINKLER ROOM
120
ISSUED FOR BID
WOMENS
13
LOBBY
111
REV
CONCESSIONS
116
DATE
REVISIONS
DESCRIPTION
MECHANICAL
YARD
118
MENS
104
STORAGE
118
Sheet Title
OVERALL MECHANICAL
DEMOTLITION PLAN
OVERALL MECHANICAL DEMOLITION FLOOR PLAN
SCALE: 1/8" = 1'-0"
A
M1.00
Date: 16 JUNE 16
Sheet No:
M1.00
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
(E) 18"Ø SA
FIRST AID
LIFE GUARD
WORK ROOM
107
108
113
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
P LE ASE RE CYC LE
(E) 16"Ø SA
Project
OFFICE
(E) 10"Ø SA
105
(E) SUPPLY DIFFUSER
375 CFM (TYP-3)
(E) 8"Ø SA
(E) 8"Ø EA
ABOVE
10"Ø SA
(E) SUPPLY DIFFUSER
200 CFM
(E) SUPPLY DIFFUSER
60 CFM (TYP-3)
(E) 8"Ø
(E) 16"Ø SA
119
1600 NV-88, MINDEN, NV
89423
(E) 8"Ø EA
(E) 12"Ø SA
(E) RETURN GRILLE
UP TO MEZZANINE
MENS LOCKER
ROOM
(E) 12"Ø SA
WOMENS
LOCKER ROOM
CARSON VALLEY SWIM
CENTER
SEE MP SHEETS. FOR ADDITIONAL
WORK IN THIS AREA
114
STAIR TOWER
122
(E) 14"Ø SA
Owner
FIRE
SPRINKLER
ROOM
120
(E) 10"Ø SA
CARSON VALLEY SWIM
BOARD
(D) 6"Ø SA DROP WITH MVD
WOMENS
(D) 10"Ø
13
(D) 6"Ø
(D) WALL OUTLET, LEAVE EXISTING WALL
PENETRATION FOR NEW EXHAUST DUCT
(E) EXHAUST GRILLE
LOBBY
CONCESSIONS
111
116
(D) EXHAUST FAN
(D) 6"Ø
MECHANICAL
YARD
118
MENS
104
(D) WALL OUTLET, PATCH, REPAIR,
AND PAINT EXISTING CMU WALL
(D) EXHAUST FAN
(D) SUPPLY DIFFUSER
60 CFM (TYP-3)
(D) 6"Ø SA DROP WITH MVD
(E) SUPPLY DIFFUSER
275 CFM
STORAGE
(D) 10"Ø
118
ENLARGED MECHANICAL DEMOLITION FLOOR PLAN
SCALE: 1/4" = 1'-0"
ISSUED FOR BID
A
M1.01
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
ENLARGED DEMOLITION
PLAN
Date: 16 JUNE 16
Sheet No:
M1.01
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
EXISTING MECHANICAL ENCLOSURE
130
EXISTING RESTROOM
127
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
FOYER
100
UNISEX RESTROOM
126
Consultant
STORAGE
125
MEETING ROOM
124
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
P LE ASE RE CYC LE
Project
CARSON VALLEY SWIM
CENTER
OFFICE ROOM
123
1600 NV-88, MINDEN, NV
89423
Owner
CARSON VALLEY SWIM
BOARD
A
M2.01
FIRST AID
107
STORAGE
102
LIFE GUARD
108
WORK ROOM
113
MENS LOCKER ROOM
119
WOMENS LOCKER ROOM
105
MECHANICAL
101
WOMENS FOYER
106
ELECT.
103
STAIR TOWER
122
MENS FOYER
MENS115
FOYER
115
TELEPHONE
104
ISSUED FOR BID
FIRE SPRINKLER ROOM
120
LOBBY
111
CONCESSIONS
116
REV
ADA FAMILY
117
DATE
REVISIONS
DESCRIPTION
MECHANICAL
YARD
118
STORAGE
118
Sheet Title
OVERALL MECHANICAL
PLAN
OVERALL MECHANICAL FLOOR PLAN
SCALE: 1/8" = 1'-0"
A
M2.00
Date: 16 JUNE 16
Sheet No:
M2.00
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
P LE ASE RE CYC LE
WORK ROOM
FIRST AID
LIFE GUARD
107
108
Project
113
CARSON VALLEY SWIM
CENTER
(E) SUPPLY GRILLE
(TYP-3)
(E) 10"x4" SA
(E) 16"Ø SA
1600 NV-88, MINDEN, NV
89423
(E) 10"x4" SA
OFFICE
(E) 8"Ø SA
114
(E) 10"Ø SA
(E) SUPPLY GRILLE
(TYP-3)
105
(E) 16"Ø SA
WOMENS
LOCKER ROOM
(E) 10"x4" SA
MENS LOCKER
ROOM
119
(E) 12"Ø SA
(E) 12"Ø SA
Owner
STAIR TOWER
MENS FOYER
WOMENS
FOYER
122
CARSON VALLEY SWIM
BOARD
115
106
(E) 14"Ø SA
(E) SUPPLY GRILLE
(E) 10"Ø SA
(E) 8"Ø EA
EF
1
MANUFACTURER'S WALL
DISCHARGE OUTLET
CONCESSIONS
LOBBY
116
111
ADA FAMILY
6"Ø EA
MECHANICAL
YARD
117
10"Ø SA
118
VEST.
6"Ø CD-1
109
100 CFM (4W)
6"Ø SA
(E) SUPPLY
DIFFUSER
STORAGE
118
ISSUED FOR BID
REV
ENLARGED MECHANICAL FLOOR PLAN
SCALE: 1/4" = 1'-0"
DATE
REVISIONS
DESCRIPTION
A
M2.01
Sheet Title
ENLARGED MECHANICAL
PLAN
Date: 16 JUNE 16
Sheet No:
M2.01
PLUMBING FIXTURE AND EQUIPMENT SCHEDULE
PLUMBING ABBREVIATIONS
MARK
AFF/AFG
FIXTURE CONNECTION
SIZE
COLD WATER
1/2"
WASTE
2"
TRAP
1¼"x1½"
VENT
1½"
EWC-1
WASTE
FCO-1
GCO-1
WASTE
L-1
S-1
ELECTRIC WATER COOLER (ADA COMPLIANT) - ELKAY MODEL #LVRC8WS2K (OR APPROVED EQUAL) WALL MOUNTED ELECTRIC WATER COOLER
WITH BOTTLE FILLING STATION. WATER COOLER SHALL HAVE PUSH-BUTTON VALVE ASSEMBLY WHICH ALLOWS FOR FRONT ACCESS STREAM
ADJUSTMENT. UNIT SHALL BE 18 GAUGE 304 STAINLESS STEEL WITH SATIN FINISH AND VANDAL RESISTANT BOTTOM PLATES. BUBBLERS, PUSH
BUTTON, WASTE STRAINER, & TRAP SHALL BE ANTIMIRCOBIALLY TREATED, SHIELDED, ANTI-SQUIRT, VANDAL RESISTANT. UNIT WILL PROVIDE 8
GPH OF 50°F WITH WATER SUPPLY AT A TEMPERATURE OF 80°F. PROVIDE COMPLETE WITH MOUNTING PLATE, BACK PLATE, STOP, SUPPLY, AND
TRAP. UNIT SHALL BE DESIGNED FOR WHEELCHAIR USE AND MEET ADA REQUIREMENTS. PROVIDE AND INSTALL MANUFACTURER'S CANE SKIRT.
UNIT SHALL BE NSF/ANSI 61 COMPLIANT. DO NOT INSTALL MANUFACTURER'S FILTER.
ELEC: 115/60/1 FLA: 5
WEIGHT: 125 LBS.
SEE
DRAWINGS
FLOOR CLEANOUT - ZURN SERIES ZN1400-BP (OR APPROVED EQUAL) ADJUSTABLE DURA-COATED CAST IRON FLOOR CLEANOUT WITH GAS
AND WATER TIGHT THREADED BRONZE PLUG. CLEANOUT TOP TO BE POLISHED NICKEL BRONZE. PROVIDE AND INSTALL MANUFACTURER'S
VANDAL PROOF SCREWS AND ANCHOR FLANGE.
SEE
DRAWINGS
GRADE CLEANOUT - ZURN MODEL Z1402 (OR APPROVED EQUAL) LAQUERED CAST IRON CLEANOUT, THREADED BRONZE PLUG FOR AIR TIGHT
SEAL AND CAST IRON NON-ADJUSTABLE TOP ASSEMBLY WITH VANDAL PROOF SCREWS. PROVIDE WITH HEAVY DUTY ACCESS HOUSING WITH
FIXED ANCHOR FLANGES, EXTRA HEAVY DUTY DUCTILE IRON ACCESS COVER WITH 6-1/2" CLEAR BOTTOM ACCESS.
COLD WATER
1/2"
HOT WATER
1/2"
WASTE
2"
TRAP
1¼"x1½"
VENT
1½"
COLD WATER
1/2"
HOT WATER
1/2"
WASTE
2"
TRAP
1½"
VENT
1½"
COLD WATER
1"
WASTE
3"
TRAP
INTEG
VENT
2"
WASTE
SEE
DRAWINGS
WC-1
WCO-1
DESCRIPTION
LAVATORY (ADA COMPLIANT) - AMERICAN STANDARD "LUCERNE" VITREOUS CHINA WALL HUNG LAVATORY #0355.012 WITH FAUCET HOLES
4" ON CENTER (OR APPROVED EQUAL). ZURN MODEL #Z1231 CONCEALED ARM LAVATORY CARRIER. PROVIDE WITH CHICAGO
#420-E2805ABCP CHROME PLATED SINGLE LEVER HAND WASHING FAUCET WITH 0.5 GPM AERATOR. FAUCET TO BE LEAD-FREE NSF-61
COMPLIANT. PROVIDE WITH LEAD-FREE SPEEDWAY SUPPLIES, ANGLE STOPS, & MCGUIRE PROWRAP INSULATION FOR WASTE AND SUPPLIES.
SUPPLY CHICAGO FAUCET WITH 4" COVER PLATE MODEL #240.627.21.1 AND ANTI-ROTATION PIN. COMPLETE INSTALLATION SHALL MEET
ALL ADA REQUIREMENTS.
SINK (ADA COMPLIANT) - ELKAY MODEL #LRADQ191855 (OR APPROVED EQUAL) SINGLE BOWL, 18 GAUGE, TYPE 304 STAINLESS STEEL,
SELF-RIMMING SINK WITH OVERALL DIMENSION OF 19"x18" CONSISTING OF A 16"x11-1/2"x5-1/2"D BOWL WITH FOUR (4) HOLE PUNCHING 4"
ON CENTER. FAUCET SHALL BE AMERICAN STANDARD FAUCET MODEL 4205.104.F15 CHROME PLATED 1.5 GPM FAUCET WITH
SWIVEL/PULLOUT SPRAY FAUCET. FAUCET TO BE NSF-61 "LEAD FREE" COMPLIANT. FURNISH WITH #LKVR18 GRID STRAINER, 1-1/2" TAILPIECE,
AND NSF-61 "LEAD FREE" COMPLIANT SPEEDWAY SUPPLIES AND ANGLE STOPS SUITABLE FOR CONTINUOUS USE FOR TEMPERATURES OF 120
DEGREES OR GREATER.
WATER CLOSET (ADA COMPLIANT) - AMERICAN STANDARD AFWALL ELONGATED WALL HUNG FLUSH VALVE TOILET WITH TOP INLET SPUD
#2257.101 (OR APPROVED EQUAL), 1.28 GPF WITH SLOAN MODEL 111-1.28, MANUAL, DIAPHRAGM-TYPE, FLUSH VALVE. BEMIS 1955-SSC (OR
APPROVED EQUAL) SOLID PLASTIC OPEN FRONT WHITE SEAT WITH SELF SUSTAINING STAINLESS STEEL CHECK HINGES. PROVIDE ZURN SERIES
Z-1201 OR Z-1202 (OR APPROVED EQUAL) CARRIER AS REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. INSTALL FLUSH
VALVE WITH HANDLE ON THE WIDE SIDE OF THE STALL. COMPLETE INSTALLATION SHALL MEET ALL ADA REQUIREMENTS. SEE ARCHITECTURAL
DRAWINGS FOR MOUNTING HEIGHT.
WALL CLEANOUT - ZURN SERIES Z1446 (OR APPROVED EQUAL) CAST BRONZE CLEANOUT PLUG WITH VANDAL PROOF STAINLESS COVER.
HEIGHT OF INSTALLED CLEANOUT SHALL BE ABOVE THE RIM OF THE HIGHEST WATER CLOSET.
PLUMBING PIPE MATERIAL SCHEDULE
SYSTEM
TAG
SIZE (IN)
MATERIAL
SCHEDULE/TYPE
FITTINGS
WASTE AND VENT, BELOW GRADE
W/V
ALL
CISPI 310, NO-HUB, CAST IRON
STANDARD
CISPI 310, STAINLESS STEEL BAND, NEOPRENE COLLAR
WASTE AND VENT, ABOVE GRADE
W/V
ALL
CISPI 310, NO-HUB, CAST IRON
STANDARD
CISPI 310, STAINLESS STEEL BAND, NEOPRENE COLLAR
WATER ABOVE GRADE
CW/HW/TW 11/2 AND SMALLER
ASTM B88, COPPER
L
ASME B16.18 COPPER, 95/5 TIN LEAD FREE, SOLDER JOINTS
WATER ABOVE GRADE
CW/HW/TW
ASTM B88, COPPER
L
ASME B16.18 COPPER, SILVER BRAZED JOINTS
2 AND LARGER
A
BFF/BFG
ABOVE FINISHED FLOOR/GRADE
PLUMBING SYMBOL LEGEND
SYMBOL
AMPERE
DESCRIPTION
CW
COLD WATER
BELOW FINISHED FLOOR/GRADE
D
BTUH
BRITISH THERMAL UNITS PER HOUR
G
CFH
CUBIC FEET PER HOUR
GLW
GREASE LADEN WASTE
(D)
DEMOLISH
HW
HOT WATER
DN
DOWN
HWR
HOT WATER RETURN
DP
DIFFERENTIAL PRESSURE
EFF
EFFICIENCY
S OR W
SOIL OR WASTE PIPING ABOVE GRADE
(E)
EXISTING
S OR W
SOIL OR WASTE PIPING BELOW GRADE
EWT/LWT
EQUIPMENT OR CONDENSATE DRAIN PIPING
G
IW
ENTERING/LEAVING WATER TEMPERATURE
TW
TW
INDIRECT WASTE PIPING
TEMPERED WATER
FLA
FULL LOAD AMPERES
FPS
FEET PER SECOND
BFP
BACKFLOW PREVENTER
GALLONS PER MINUTE
BV
BALL VALVE
HP
HORSEPOWER
BFV
BUTTERFLY VALVE
HZ
HERTZ
CV
CHECK VALVE
KW
KILOWATT
LBS
POUNDS
FLEX
MAX
MAXIMUM
FCO,GCO
MBH
THOUSAND BRITISH THERMAL UNITS PER HOUR
FD
FLOOR DRAIN
MCA
MINIMUM CIRCUIT AMPACITY
FS
FLOOR SINK
MIN
MINIMUM
FCV
FLOW CONTROL (BALANCE) VALVE
MAXIMUM OVERCURRENT PROTECTION
GC
GAS COCK
(N)
NEW
GPR
GAS PRESSURE REGULATOR
PSI
POUNDS PER SQUARE INCH
GV
GATE VALVE
PSIG
POUNDS PER SQUARE INCH GAUGE
HB
HOSE BIBB
RPM
REVOLUTIONS PER MINUTE
PA
PIPE ANCHOR
TDH
TOTAL DYNAMIC HEAD
PIPE ALIGNMENT GUIDE
TYP
TYPICAL
PIPE BRANCH, TOP CONNECTION
V
VOLTS
PIPE BRANCH, BOTTOM CONNECTION
W
WATT
PIPE BREAK
WATER COLUMN/GAUGE
PIPE CAP OR PLUG
GPM
MOCP
WC/WG
V
VENT PIPING
CO,WCO
CLEANOUT OR WALL CLEANOUT
FLEXIBLE PIPE CONNECTOR
FLOOR CLEANOUT OR GRADE CLEANOUT
ELL
EJ
TAG
SIZE (IN)
LOCATION
TYPE
THICKNESS (IN)
COLD WATER
CW
ALL
INTERIOR
FIBERGLASS
1/2
HOT WATER SUPPLY / RETURN
HWS/HWR
1/2-1
INTERIOR
FIBERGLASS
1
HOT WATER SUPPLY / RETURN
HWS/HWR 11/4 AND LARGER
INTERIOR
FIBERGLASS
INTERIOR
INTERIOR
TEMPERED WATER SUPPLY / RETURN
TWS/TWR
AND LARGER
SEE SPECIFICATION FOR ADDITIONAL INFORMATION REGARDING PIPE INSULATION.
P LE ASE RE CYC LE
Project
CARSON VALLEY SWIM
CENTER
PIPE TEE
POC
POINT OF CONNECTION
1
POD
POINT OF DISCONNECT
FIBERGLASS
1
PRV
PRESSURE REDUCING VALVE
FIBERGLASS
1
PTRV
PRESSURE AND TEMPERATURE RELIEF VALVE
GENERAL NOTES:
1.
PIPE EXPANSION JOINT
PIPE RISER
SYSTEM
1/2-1
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
PIPE ELBOW DOWN
PLUMBING PIPE INSULATION SCHEDULE
11/4
Consultant
PIPE ELBOW
PIPE ELBOW UP
TWS/TWR
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
PIPE DROP
SEE SPECIFICATION FOR ADDITIONAL INFORMATION REGARDING PIPE MATERIAL.
TEMPERED WATER SUPPLY / RETURN
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
LOW PRESSURE GAS PIPING
IW
GENERAL NOTES:
1.
ABBR.
T
P
P
1600 NV-88, MINDEN, NV
89423
PRESSURE SENSOR, TEMPERATURE SENSOR WITH WELL
T
PRESSURE GAUGE, TEMPERATURE GAUGE
P
PUMP
RD,ORD
ROOF DRAIN, OVERFLOW ROOF DRAIN
S&DV
STOP AND DRAIN VALVE IN RISER
S&DV
STOP AND DRAIN VALVE
STR
STRAINER
UNION
VTR
WHYD
M
VENT THROUGH ROOF
Owner
CARSON VALLEY SWIM
BOARD
WALL HYDRANT
WATER METER
ISSUED FOR BID
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
PLUMBING ABBREVIATIONS,
LEGEND, AND SCHEDULES
PLUMBING SHEET LIST
P0.1
P1.00
P1.01
P2.00
P2.01
PLUMBING ABBREVIATIONS, LEGEND, AND SCHEDULES
OVERALL PLUMBING DEMOLITION PLAN
ENLARGED PLUMBING DEMOLITION PLANS
OVERALL PLUMBING PLAN
ENLARGED PLUMBING PLANS
Date: 16 JUNE 16
Sheet No:
P0.1
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
EXISTING MECHANICAL ENCLOSURE
130
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
EXISTING RESTROOM
127
FOYER
100
Consultant
UNISEX RESTROOM
126
STORAGE
125
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
MEETING ROOM
124
P LE ASE RE CYC LE
Project
CARSON VALLEY SWIM
CENTER
1600 NV-88, MINDEN, NV
89423
OFFICE ROOM
123
Owner
CARSON VALLEY SWIM
BOARD
B
P1.01
FIRST AID
107
STORAGE
102
LIFE GUARD
108
A
P1.01
WORK ROOM
113
MENS LOCKER ROOM
119
WOMENS LOCKER ROOM
105
MECHANICAL
101
WOMENS FOYER
106
ELECT.
103
STAIR TOWER
122
MENS FOYER
115
TELEPHONE
104
ISSUED FOR BID
FIRE SPRINKLER ROOM
120
REV
LOBBY
111
CONCESSIONS
116
DATE
REVISIONS
DESCRIPTION
MECHANICAL
YARD
118
Sheet Title
STORAGE
118
OVERALL PLUMBING DEMOLITION FLOOR PLAN
SCALE: 1/8" = 1'-0"
OVERALL PLUMBING
DEMOLITION PLAN
Date: 16 JUNE 16
A
P1.00
Sheet No:
P1.00
FIRST AID
LIFE GUARD
WORK ROOM
OFFICE
108
113
114
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
107
(E) SINK
MENS LOCKER
ROOM
WOMENS
LOCKER ROOM
119
105
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
(E) FLOOR
DRAIN
(E) FLOOR
DRAIN
(E) FLOOR
DRAIN
(E) 4"W
(E) 4"W
(E) 2"W
WOMENS
FOYER
MENS FOYER
STAIR TOWER
106
115
122
Consultant
(E) 4"W
(E) 2"W
(E) 4"W
(E) 4"W
(E) 2"W
(D) DRINKING
FOUNTAIN
(E) 4"W
(E) 4"W
(E) 2"W
(E) 2"V
(E) FLOOR SINK
(E) 2"V
(E) SINK
(E) 2"V
(E) 2"W
(E) 4"W
(E) GRADE
CLEANOUT
(D) 2"V
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
(E) 2"W
(E) 2"V
(E) FLOOR
DRAIN
(D) WALL HUNG WATER
CLOSET COMPLETE (TYP-2)
(D)2"W
(D) 4"W
(D) 2"V
CONCESSIONS
LOBBY
(D)2"V
116
(D) 4"W RISER
P LE ASE RE CYC LE
MECHANICAL
YARD
Project
118
CARSON VALLEY SWIM
CENTER
111
(D) WALL HUNG LAVATORY
COMPLETE (TYP-2)
(D) MOP SINK COMPLETE
STORAGE
118
ENLARGED PLUMBING DEMOLITION PLAN - WASTE AND VENT
SCALE: 1/4" = 1'-0"
1600 NV-88, MINDEN, NV
89423
(E) FLOOR CLEANOUT
A
P1.01
Owner
CARSON VALLEY SWIM
BOARD
(E) 2"TW
FIRST AID
(E) 2 1/2"CW
LIFE GUARD
WORK ROOM
OFFICE
108
113
114
(E) 2 1/2"CW
107
(E) 2"TW
(E) 2"TW
(E) 1"TWR
(E) 1"TWR
(E) 1 1/2"TW
(E) 1 1/2"CW
(E) SINK
(E) 2"CW
(E) 1"TW
MENS LOCKER
ROOM
WOMENS
LOCKER ROOM
(RX) 4" BUTTERFLY
VALVE
119
105
(E) 4" RISER
STAIR TOWER
122
WOMENS
FOYER
106
MENS FOYER
115
(E) 10" RISER
(E) 1"TW
(E) 2"CW
(E) 1 1/2"CW
(E) 1"TW
(E) 1/2"CW
(E) 3/4"CW
ISSUED FOR BID
(E) 3/4"CW
(D) WALL HUNG LAVATORY
COMPLETE INCLUDING CARRIER
(E) 3/4"TW
(D) DRINKING
FOUNTAIN
(E) GREASE
TRAP
(E) FLOOR
SINK
REV
(D) WALL HUNG WATER
CLOSET COMPLETE
INCLUDING CARRIER
(E) 2"CW
DATE
REVISIONS
DESCRIPTION
(RX) 10" BUTTERFLY
VALVE
(D) 3/4"HW DROP IN WALL
CONCESSIONS
(D) 1½"CW DROP IN WALL
116
LOBBY
MECHANICAL
YARD
118
(D) WALL HUNG WATER
CLOSET COMPLETE
INCLUDING CARRIER
111
(E) 2"CW
(E) 3/4"TW
(D) WALL HUNG LAVATORY
COMPLETE INCLUDING CARRIER
(E) 3/4"CW
Sheet Title
ENLARGED PLUMBING
DEMOLITION PLANS
(D) 3/4"HW DROP IN WALL
(D) 3/4"CW DROP IN WALL
(E) 3/4"TW
STORAGE
(E) 3/4"CW
118
(D) MOP SINK
Date: 16 JUNE 16
ENLARGED PLUMBING DEMOLITION PLAN - WATER AND GAS
SCALE: 1/4" = 1'-0"
B
P1.01
Sheet No:
P1.01
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
EXISTING MECHANICAL ENCLOSURE
130
PROPOSED ADDITION
129
PROPOSED OFFICE
128
EXISTING RESTROOM
127
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
FOYER
100
UNISEX RESTROOM
126
Consultant
STORAGE
125
MEETING ROOM
124
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
P LE ASE RE CYC LE
Project
CARSON VALLEY SWIM
CENTER
OFFICE ROOM
123
1600 NV-88, MINDEN, NV
89423
Owner
CARSON VALLEY SWIM
BOARD
A
P2.01
FIRST AID
107
STORAGE
102
LIFE GUARD
108
B
P2.01
WORK ROOM
113
MENS LOCKER ROOM
119
WOMENS LOCKER ROOM
105
MECHANICAL
101
WOMENS FOYER
106
ELECT.
103
STAIR TOWER
122
MENS FOYER
115
TELEPHONE
104
FIRE SPRINKLER ROOM
120
ISSUED FOR BID
LOBBY
111
CONCESSIONS
116
ADA FAMILY
117
MECHANICAL
YARD
REV
DATE
REVISIONS
DESCRIPTION
118
STORAGE
118
Sheet Title
OVERALL PLUMBING PLAN
OVERALL PLUMBING FLOOR PLAN
SCALE: 1/8" = 1'-0"
A
P2.00
Date: 16 JUNE 16
Sheet No:
P2.00
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
FIRST AID
LIFE GUARD
WORK ROOM
OFFICE
107
108
113
114
(E) 1 1/2"V
(E) SINK
(E) 2"W
(E) 2"V
2" W
WOMENS
LOCKER ROOM
MENS LOCKER
ROOM
105
119
1 1/2" V
(E) FLOOR
DRAIN
(E) 4"W
S-1
(E) 2"W
(E) FLOOR
DRAIN
STAIR TOWER
MENS FOYER
(E) 2"W
(E) 4"W
(E) 4"W
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
122
115
(E) 4"W
(E) 2"W
(E) 2"W
(E) 4"W
(E) 2"W
(E) 2"V
(E) 4"W
(E) FLOOR
DRAIN
1 1/2" V
(E) FLOOR SINK
CONNECT TO
(E) 2"W & 1
1/2"V IN WALL
(E) 4"W
(E) 4"W
FIRE
SPRINKLER
ROOM
120
(E) 2"V
2" W
(E) SINK
(E) GRADE
CLEANOUT
4" W
EWC-1
2" V
(E) 2"V
5434 LONGLEY LANE
RENO, NEVADA 89511
PHONE: (775) 826-1919
FAX:
(775) 826-1918
PROJECT NO: 107716
WC-1
(E) 2"W
L-1
(E) FLOOR
CLEANOUT
P LE ASE RE CYC LE
(E) 2"VTR
MECHANICAL
YARD
CONCESSIONS
116
Project
CARSON VALLEY SWIM
CENTER
118
LOBBY
ADA FAMILY
111
117
1600 NV-88, MINDEN, NV
89423
(E) 4"W
STORAGE
118
ENLARGED PLUMBING FLOOR PLAN - WASTE AND VENT
SCALE: 1/4" = 1'-0"
A
P2.01
Owner
(N) 4" RED WHITE VALVE COMPANY
MODEL 938 BESL (OR APPROVED EQUAL)
EPOXY COATED, LEVER HANDLE VALVE
WITH 416 STAINLESS STEEL NUTS AND
BOLTS. CONTRACTOR TO MODIFY EXISTING
RISER AS NECESSARY FOR NEW VALVE
FIRST AID
107
LIFE GUARD
(E) 2"TW
108
WORK ROOM
OFFICE
113
114
CARSON VALLEY SWIM
BOARD
(E) 1"TWR
(E) 1 1/2"CW
(E) SINK
(E) 2 1/2"CW
(E) 1 1/2"TW
1/2" TW
(E) 2 1/2"CW
1/2" CW
(E) 2"TW
(E) 2 1/2"CW
(E) 2"CW
(E) 2 1/2"CW
WOMENS
LOCKER ROOM
(E) 2"TW
(E) 1"TW
105
(E) 1"TWR
(E) 2"CW
(E) 1"TW
MENS LOCKER
ROOM
119
S-1
(E) 4" RISER
STAIR TOWER
122
MENS FOYER
(E) 10" RISER
115
(E) 1/2"CW
(E) 1"TW
(E) 3/4"CW
FIRE
SPRINKLER
ROOM
120
ISSUED FOR BID
(E) SINK
1/2" CW
REV
WHA-1
REVISIONS
DESCRIPTION
1 1/2" CW
1/2" TW
EWC-1
DATE
WC-1
CONNECT TO
(E) 1/2"CW
L-1
HB-1
CONCESSIONS
116
MECHANICAL
YARD
ADA FAMILY
LOBBY
118
117
111
(E) 3/4"CW
(E) 3/4"TW
(N) 10" RED WHITE VALVE COMPANY
MODEL 938 BESG (OR APPROVED
EQUAL) EPOXY COATED, GEAR
DRIVEN VALVE WITH 416 STAINLESS
STEEL NUTS AND BOLTS.
CONTRACTOR TO MODIFY
EXISTING RISER AS NECCESSARY
FOR NEW VALVE
Sheet Title
ENLARGED PLUMBING
PLANS
(E) 3/4"CW
(E) 3/4"TW
(E) 3/4"CW
ENLARGED PLUMBING FLOOR PLAN - WATER
SCALE: 1/4" = 1'-0"
B
P2.01
STORAGE
118
Date: 16 JUNE 16
Sheet No:
P2.01
FIRE ALARM MASTER LEGEND & GENERAL NOTES
ELECTRICAL LEGEND
AUGUST 2011
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
PLEASE RECYCLE
NOTES:
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: Project Number
Owner
CARSON VALLEY
SWIM BOARD
DRAWING SCHEDULE
ISSUED FOR BID
©
REV
DATE
REVISIONS
DESCRIPTION
Sheet Title
LEGENDS & DRAWING
SCHEDULE
Date: JUNE 16, 2016
Sheet No:
681 Sierra Rose Dr, Ste B | Reno, NV 89511 | 775.826.9010
5105 DTC Pky, Ste 420 | Greenwood Village, CO 80111 | 720.481.3290
pkelectrical.com © 2008-2015 PK Electrical, Inc.
16075
E0.1
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
GENERAL NOTES
SHEET NOTES
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
POWER OUTAGE NOTE
1600 NV-88, MINDEN, NV
89423
Job No: Project Number
Owner
CARSON VALLEY
SWIM BOARD
(X) MAIN SERVICE ENTRANCE
600A 480/277V, 3PH, 4W
NEMA 1 ENCLOSURE
ISSUED FOR BID
REV
A
E0.2
DATE
REVISIONS
DESCRIPTION
EXISTING ONELINE DIAGRAM
SCALE:
Sheet Title
NONE
EXISTING ONELINE
DIAGRAM
Date: JUNE 16, 2016
Sheet No:
681 Sierra Rose Dr, Ste B | Reno, NV 89511 | 775.826.9010
5105 DTC Pky, Ste 420 | Greenwood Village, CO 80111 | 720.481.3290
pkelectrical.com © 2008-2015 PK Electrical, Inc.
16075
E0.2
FEEDER SCHEDULE (600V, 3Ø, 3W)
GENERAL NOTES
FEEDER SCHEDULE (600V, 3Ø, 4W)
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
SHEET NOTES
Copyright, Ltd 2015
Consultant
PANEL REPLACEMENT MATRIX
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
POWER OUTAGE NOTE
1600 NV-88, MINDEN, NV
89423
Job No: Project Number
Owner
CARSON VALLEY
SWIM BOARD
MAIN SERVICE ENTRANCE 'MSE'
1000A 480/277V, 3PH, 4W, 25K AIC
NEMA 3R ENCLOSURE, COPPER BUSSING
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ISSUED FOR BID
X
REV
A
E0.3
DATE
REVISIONS
DESCRIPTION
NEW ONELINE DIAGRAM
SCALE:
Sheet Title
NONE
NEW ONELINE
DIAGRAM
Date: JUNE 16, 2016
Sheet No:
681 Sierra Rose Dr, Ste B | Reno, NV 89511 | 775.826.9010
5105 DTC Pky, Ste 420 | Greenwood Village, CO 80111 | 720.481.3290
pkelectrical.com © 2008-2015 PK Electrical, Inc.
16075
E0.3
LIGHTING FIXTURE SCHEDULE
PK ELECTRICAL, INC. @ 2007
225 South Arlington Avenue
Reno NV, 89501
phone: 775.857.2949
fax: 775.857.2403
www.tska.com
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCED
OR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. AS
INSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FOR
USE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Copyright, Ltd 2015
Consultant
C
E0.4
DOWNLIGHT MOUNTING DETAIL
SCALE:
NONE
PLEASE RECYCLE
Project
CARSON VALLEY
SWIM CENTER
1600 NV-88, MINDEN, NV
89423
Job No: Project Number
Owner
B
E0.4
CARSON VALLEY
SWIM BOARD
KEYPAD DETAIL
SCALE:
NONE
ISSUED FOR BID
REV
A
E0.4
DATE
REVISIONS
DESCRIPTION
LIGHTING CONTROL PANEL 'LCP'
SCALE:
NONE
Sheet Title
FIXTURE SCHED.,
ENERGY COMPL.
CALCS & LIGHTING
CONTROL SCHEDULE
Date: JUNE 16, 2016
Sheet No:
681 Sierra Rose Dr, Ste B | Reno, NV 89511 | 775.826.9010
5105 DTC Pky, Ste 420 | Greenwood Village, CO 80111 | 720.481.3290
pkelectrical.com © 2008-2015 PK Electrical, Inc.
16075
E0.4