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R O N W I T H E R S P O O N , A I ATechnical Challenges of Indoor Natatorium Design
A presentation to identify technical challenges associated with the design of natatoriums
facilities and examples of systems and approaches to address these challenges
through good design planning and practice
INTRO
W E L L N E S S
D E S I G N
M O I S T U R E
A I R Q U A L I T Y
T H E R M A L
C O R R O S I O N
L I G H T I N G
A C O U S T I C S
S A F E T Y
INTRO
Ron Witherspoon, AIA
• Architect at D/P/S
• Experience with pools and natatoriums
• On-call contracts with Albuquerque & Rio Rancho
• New pools in Gallup, Rio Rancho, and Belen
• Aquatic assessment in Farmington
This presentation is about natatorium design, wellness, and systems that work well over time.
www.dpsdesign.org/blog/well-building-standard
WELLNESS
• Evidence-based health and wellness research by medical professionals, scientists, and researchers
• People spending 90% of their time indoors
• Applications of universal design
• Limiting physical stress
• Opportunities for safe fitness
• Improve breathing
• Promotion of proper light exposure
• Alignment of circadian rhythm
• Adequate sound promotion and barriers
WELLNESS
A I R
W AT E R
N O U R I S H M E N T
L I G H T
F I T N E S S
C O M F O RT
M I N D
WELLNESS
Identify the Users
DESIGN
DESIGNDevelop the program based on the use
32’16’8’0
25Y x 25M
1 BATHER PER 25 SF = 248
25Y x 8 LANE
(8FT LANES)
1 BATHER PER 25 SF = 203
25Y x 8 LANE
(7FT LANES)
1 BATHER PER 25 SF = 179
POOL DIAGRAMSRIM FLOW OR CANTILEVER GUTTER
BCS BELEN HIGH SCHOOL NATATORIUM BELEN, NM
D E C E M B E R 5 , 2 0 1 2
32’16’8’0
25Y x 25M
1 BATHER PER 25 SF = 248
25Y x 8 LANE
(8FT LANES)
1 BATHER PER 25 SF = 203
25Y x 8 LANE
(7FT LANES)
1 BATHER PER 25 SF = 179
POOL DIAGRAMSRIM FLOW OR CANTILEVER GUTTER
BCS BELEN HIGH SCHOOL NATATORIUM BELEN, NM
D E C E M B E R 5 , 2 0 1 2
32’16’8’0
3 BOARD DIVING W/ REC AREA
1 BATHER PER 25 SF = 142
2 BOARD DIVING W/ REC AREA
1 BATHER PER 25 SF = 111
3 BOARD DIVING ONLY
1 BATHER PER 25 SF = 86
2 BOARD DIVING ONLY
1 BATHER PER 25 SF = 67
POOL DIAGRAMSSKIMMER GUTTER
BCS BELEN HIGH SCHOOL NATATORIUM BELEN, NM
D E C E M B E R 5 , 2 0 1 2
ADJACENCY DIAGRAMSPROGRAM OF SPACES
POOL
STORAGE
POOL
EQUIPMENT
BOILER
ROOMMECH.
CHEM
STORAGEPOOL
DECK
COMPETITION
POOL
DIVE / REC
POOL
SPECTATOR
SEATING
SHOWERS
MULTI-PURPOSELOBBY
COACH
OFFICE
LIFE
GUARD
CONF.
ROOM
ADMIN
OFFICE
CONC.BAG
STOR.
JAN.
MECH
BCS BELEN HIGH SCHOOL NATATORIUM BELEN, NM
D E C E M B E R 5 , 2 0 1 2
Create Proper Relationships• Isolate hazardous areas
• Separate office and lockers from pool
• Keep spectators off pool deck
• Circulate bathers through showers
DESIGN
Complement Other Site Amenities• Identify the mechanical zone
• Adequate area for drop-off
• Solar orientation and glazing
• Play off existing site features
DESIGN
Lay Out Pool Deck Carefully Based of Uses • Safe Exiting
• Proper places for life guards
• Places for timing equipment
• Spectator zones
• Competition zones
• Queuing areas for recreational users
DESIGN
Create Building Zones Based on the Site• Keep spectators
towards the entry
• Identify the back-of-house area
• Keep pool enclosure open
DESIGN
Separate Chemicals Rooms • Direct seat-side access
• Limited access to public area
• Adjacent to mechanical rooms
• Vented and exhausted to outside
DESIGN
BYP AS S
OFF
AUTO
S P C S
T.O. SLAB - GROUND
100' - 0"
T.O. MASONRY - P3
126' - 8"
T.O. PILASTER - LOW
119' - 4"
POOLDECK
109 COMP. POOL DEPTH
91' - 11 1/2"
COMPETITIONPOOL
110POOLDECK
109
F E ABCD
T.O. PILASTER - HIGH
121' - 4"
7
810
AE-323
A2
AE-323
A3
T.O. MASONRY - P2
124' - 8"
AE-323
A4Sim
CHEMICAL2
118
T.O. SLAB - GROUND
100' - 0"
T.O. MASONRY - P3
126' - 8"
1 2 3 4 5 6 7 8 9 10
AE-321
A5
AE-324
C4
VESTIBULELOBBYPOOLDECK
109
T.O. MASONRY - P1
115' - 4"
COMP. POOL DEPTH
91' - 11 1/2"
COMPETITIONPOOL
POOLDECK
109
7
12
12
7
16
JOIST BEARING
112' - 0"
T.O. MASONRY - P2
124' - 8"
AE-321
A4
71623 8
WATER LINE
99' - 6 1/2"
1 M
.3'
- 3
3/8"
DIV
ING
CLE
ARAN
CE
16' -
0"
24
14
T.O. SLAB - GROUND
100' - 0"
T.O. MASONRY - P1
115' - 4"
WOMEN -TOILET
108A
F E CD
12 3 4
5
T.O. STRUCTURE
112' - 4 1/2"
18
19 19
20
AE-322
A5 AE-323
A1
22
16
5
T.O. SLAB - GROUND
100' - 0"
T.O. MASONRY - P3
126' - 8"
T.O. PILASTER - LOW
119' - 4"
F E ABCD
T.O. PILASTER - HIGH
121' - 4"
7
POOLEQUIPMENT
MECHANICAL
AE-322
A1
AE-322
A2
T.O. MASONRY - P2
124' - 8"
AE-322
A3
8
WATER LINE
99' - 6 1/2"
DIVING CLEARANCE
118' - 10"
DIV
ING
CLE
ARAN
CE
(ABO
VE B
OA
RD
)16
' - 0
"1
M.
3' -
3 3/
8"T.O. SLAB - GROUND
100' - 0"
T.O. MASONRY - P3
126' - 8"
9 10
AE-322
A4HOUSEKEEPING
106
LOBBY102
T.O. MASONRY - P1
115' - 4"
1112
13
JOIST BEARING
112' - 0"
AE-321
A5Sim
25
T.O. SLAB - GROUND
100' - 0"
T.O. MASONRY - P3
126' - 8"
1 2 3 4 5 6 7 8 9 10
F.F. - MEZZ
112' - 2"
T.O. MASONRY - P1
115' - 4"
POOLEQUIPMENT
115
MECHANICAL215
CHEMICAL1
117
CHEMICAL2
118
POOLSTORAGE
119FIRST AID
120
COMMUNITYROOM
123
ELECTRICAL/MECHANICAL
126
17 2
6
T.O. LANDING
105' - 9 1/2"
JOIST BEARING
112' - 0"
JOIST BEARING
112' - 0"
AE-321
A1
AE-321
A2
AE-321
A3
AE-321
C3
21
22
A. REFER TO STRUCTURAL DRAWINGS FOR ALL WALL
LOCATIONS/DIMENSIONS.
B. ALIGN STUCCO CONTROL JOINTS WITH MASONRY CONTROL JOINTS (MCJ).
LEGEND
SHEET KEYNOTES
GENERAL SHEET NOTES
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
u
@
af x
spd
blA
05 5
uS ti67 10
7 6 1 4 2 22
d sp sed gi
-
. o r gn
reuq Nuq ,e
67 -1 9 7 00
1e 0 0
M 0178 9
J sfe f e r no N E
alp inn ng
gne eni gnire
ha rc
i tn
ti
e r i o rs
ue c t re
nal csd epa
DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
BENJAMIN H
RADE
I
GE
R
ETS
RE
HCTI
CT
TS
ENFOET
A
MWXE
CO
I
GARDNER
004161
2/12
/201
44:
12:1
1PM
AE-301
BUILDINGSECTIONS
12-0096
OCTOBER 29, 2013
BG
HAF, JS
BCS
- BEL
EN E
AGLE
SN
ATAT
OR
IUM
1619
Del
gado
Ave
Bele
n, N
ew M
exic
o 87
002
100%CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"A2 BUILDING SECTION
1/8" = 1'-0"C1 BUILDING SECTION
1/8" = 1'-0"A1 BUILDING SECTION
1/8" = 1'-0"B2 BUILDING SECTION 1/8" = 1'-0"B1 BUILDING SECTION
1/8" = 1'-0"D1 BUILDING SECTION 1 SHOWER COMPARTMENT, REFER TO SPECIFICATIONS
2 DRESSING COMPARTMENT, REFER TO SPECIFICATIONS
3 WALL HUNG LAVATORY, REFER TO SPECIFICATIONS
4 TOILET ENCLOSURE
5 TRANSLUSCENT INSULATED GLAZING UNIT
6 STAINLESS STEEL DOOR AND FRAME
7 SOUND ABSORBING WALL UNITS
8 STEEL SUN SHADE LOUVER, REFER TO AE-324
9 TEAM BENCH
10 ALUMINUM ENTRANCE DOOR
11 CONCRETE MASONRY UNIT WALL
12 ALUMINUM BLEACHERS, BID ALTERNATE #1
13 ALUMINUM-FRAMED STOREFRONT SYSTEM
14 PLASTIC LAMINATE RECEPTION DESK
15 INSULATED TRANSLUCENT FIBERGLASS SANDWICH PANEL; REFER
TO B5/AE-661
16 TPO MEMBRANE ROOFING SYSTEM
17 PLASTIC LAMINATE CASEWORK
18 4" CONCRETE CURB
19 UNIT SKYLIGHT, SEE DETAIL E3/AE-141
20 MIRROR WITH STAINLESS STEEL CHANNEL FRAME 24"WX36"H"
21 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
22 BUILDING APRON
23 LIGHT FIXTURE, REFER TO ELECTRICAL
24 TAPERED INSULATION; SLOPE 1/4" PER 12".
25 ELECTRIC WATER COOLER
Mechanical Efficiency is Key • Lower pumps to reduce head pressure
• Locate pumps close to the pools they serve
• HVAC near pool equipment
• Locate equipment inside when possible
DESIGN
E POE
CLOS
N
UP
UP
B5
AE-201
D5
AE-201
A5
AE-201
A2AE-301
A2AE-301
DECK
SHOWER
C5
AE-201
1
A4AE-323
AE-221
B5
AE-221
D5
AE-221 C5AE-221A5
1 2 3 4 5 6 7 8 9 10
AE-401
A3
AE-401
D2
A1AE-301
A1AE-301
C1AE-301
C1AE-301
B2AE-301
B2AE-301
B1AE-301
AE-402
A5
CHEMICAL2
118
6617 SF
POOLDECK
109
LOBBY102
WOMEN -TOILET
108A
MEN-TOILET
107A
ADMIN104
FAMILYCHANGING
105
VESTIBULE101
HOUSEKEEPING
106
POOLEQUIPMENT
115CHEMICAL
1117
POOLSTORAGE
119
6165 SF
COMPETITIONPOOL
110
ELECTRICAL/MECHANICAL
126
A4AE-451
FIRST AID120
COACH122 LIFEGUARD
121
COMMUNITYROOM
123
SPECTATORSEATING- POOL
113
F F
E E
A A
B B
D
3
3
109A
102
101B
115B
115A
119
116
117
118
123B
126B
108A
107A
107B 108B
109B
126A
TPSILL HT. @15'-4"
TPSILL HT. @15'-4"
TPSILL HT. @15'-4"
TPSILL HT. @15'-4"
TPSILL HT. @15'4"
AE-451
B5
AE-402 C5
AE-402
C4
D1AE-301
D1AE-301
A
A
A
A
C
E
E
DC
F
BB
B
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
106
105
104B
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
F F122 121
123A
101A
BID
ALT
ER
NA
TE
#2
BID
ALT
ER
NA
TE
#1
G
G
AE-324
A4
5 5 5 5 5
5
5
5
5
6666
7
89
9
8
10
11
12
11
11 11
1111
11
FEC FEC FEC
FEC
FEC
FEC
AE-402C2
@ 6'-0" A.F.F.
@1'-3" A.F.F.
TYP1
14
AE-101
E5Sim
15
AE-701
A2Sim
1
16 16
17
17
18
18
18
18 19 19 19
19
18
18
18
18
@4'-0" A.F.F.
TYP
19
20
18
18
18 18
@4'-0" A.F.F.
TYP
2
2
@4'-0" A.F.F.
2
2
@1'-3"
A.F.F.
TYP
16 16 16
21
RECEPTION103
22
19
17
2
@2'-0" A.F.F.TYP.
19
104A
DAS
DAS
CS
CS
CS
CS
CSCS
SKA-016
1
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
GENERAL SHEET NOTES
A. ALL DIMENSIONS ARE TO FACE OF BLOCK OR GRID LINE
UNLESS NOTED OTHERWISE.
B. FINISH FLOOR IS 100'-0" UNLESS NOTED OTHERWISE.
C. REFER TO STRUCTURAL DRAWINGS FOR CMU WALL
LOCATIONS AND DIMENSIONS.
SHEET KEYNOTES
LEGEND
1 2 3 4 5
B2AE-301
1375 SF
MECHANICAL215
A4AE-451
F
E
215
D1AE-301
4
DN
AE-451
A5
AE-451
A3
13
L1X1X1/8, 6' LONG
1/4" ANCHOR @ 16" O.C.
L1X1X1/8, 6' LONG
1/4" ANCHOR @ 16" O.C.
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
u
@
af x
spd
blA
05 5
uS ti67 10
7 6 1 4 2 22
d sp sed gi
-
. o r gn
reuq Nuq ,e
67 -1 9 7 00
1e 0 0
M 0178 9
J sfe f e r no N E
alp inn ng
gne eni gnire
ha rc
i tn
ti
e r i o rs
ue c t re
nal csd epa
DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
BENJAMIN H
RADE
I
GE
R
ETS
RE
HCTI
CT
TS
ENFOET
A
MWXE
CO
I
GARDNER
004161
2/12
/201
44:
11:2
6PM
AE-101
FLOOR PLAN
12-0096
OCTOBER 29, 2013
BG
HAF, JS
BCS
- BEL
EN E
AGLE
SN
ATAT
OR
IUM
1619
Del
gado
Ave
Bele
n, N
ew M
exic
o 87
002
100%CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"A1 GROUND FLOOR PLAN NO
RTH
4'0 8' 16'
1 ALUMINUM-FRAMED STOREFRONT SYSTEM
2 PLASTIC LAMINATE RECEPTION DESK
3 TEAM BENCH
4 WALL MOUNTED ACCESS LADDER, REFER TO DETAIL C5/AE-701
5 GALVANIZED METAL DOWNSPOUT - 4"
6 GALVINIZED METAL DOWNSPOUT - 8"
7 STEEL SUN SHADE LOUVER, REFER TO AE-324
8 SIGN TYPE A; REFER TO DETAIL D4/AE-701
9 SIGN TYPE B; REFER TO DETAIL C4/AE-701
10 SIGN TYPE C; REFER TO DETAIL B4/AE-701
11 SIGN TYPE D; REFER TO DETAIL A4/AE-701
12 PAINTED STENCIL SIGN
13 LOUVER, SEE MECHANICAL
14 PLUMBING PIPE GUARD
15 PLAQUE
16 SOUND ABSORBING WALL UNIT - TYPE "SG" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
17 SOUND ABSORBING WALL UNIT - TYPE "SB" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
18 SOUND ABSORBING WALL UNIT - TYPE "SA" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
19 SOUND ABSORBING WALL UNIT - TYPE "SE" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
20 SOUND ABSORBING WALL UNIT - TYPE "SF" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
21 LOUVER: FINISH TO MATCH ALUMINUM STOREFRONT,
PERFORMANCE CHARACTERISTICS PER MECHANICAL.
22 SOUND ABSORBING WALL UNIT - TYPE "SC" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
1/8" = 1'-0"E1 MECHANICAL MEZZANINE FLOOR PLAN
4'0 8' 16'
A000
DOOR NUMBER
1 11.15.13 ADDENDUM 12 11.21.13 ADDENDUM 23 01.21.14 ASI-001
6" = 1'-0"E5 PIPE GUARD DETAIL
1
1
2
*NOTE: KEYNOTE NUMBERS ARE SHEET/SKETCH SPECIFIC.
FIRE EXTINGUISHER CABINETFEC
DESIGNATED AISLE SEATDAS
COMPANION SEATCS
WHEELCHAIR SPACE
3
E POE
CLOS
N
UP
UP
B5
AE-201
D5
AE-201
A5
AE-201
A2AE-301
A2AE-301
DECK
SHOWER
C5
AE-201
1
A4AE-323
AE-221
B5
AE-221
D5
AE-221 C5AE-221A5
1 2 3 4 5 6 7 8 9 10
AE-401
A3
AE-401
D2
A1AE-301
A1AE-301
C1AE-301
C1AE-301
B2AE-301
B2AE-301
B1AE-301
AE-402
A5
CHEMICAL2
118
6617 SF
POOLDECK
109
LOBBY102
WOMEN -TOILET
108A
MEN-TOILET
107A
ADMIN104
FAMILYCHANGING
105
VESTIBULE101
HOUSEKEEPING
106
POOLEQUIPMENT
115CHEMICAL
1117
POOLSTORAGE
119
6165 SF
COMPETITIONPOOL
110
ELECTRICAL/MECHANICAL
126
A4AE-451
FIRST AID120
COACH122 LIFEGUARD
121
COMMUNITYROOM
123
SPECTATORSEATING- POOL
113
F F
E E
A A
B B
D
3
3
109A
102
101B
115B
115A
119
116
117
118
123B
126B
108A
107A
107B 108B
109B
126A
TPSILL HT. @15'-4"
TPSILL HT. @15'-4"
TPSILL HT. @15'-4"
TPSILL HT. @15'-4"
TPSILL HT. @15'4"
AE-451
B5
AE-402 C5
AE-402
C4
D1AE-301
D1AE-301
A
A
A
A
C
E
E
DC
F
BB
B
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
106
105
104B
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
ABOVE
TP
SILL HT. @15'-4"
TP
SILL HT. @15'-4"
F F122 121
123A
101A
BID
ALT
ER
NA
TE
#2
BID
ALT
ER
NA
TE
#1
G
G
AE-324
A4
5 5 5 5 5
5
5
5
5
6666
7
89
9
8
10
11
12
11
11 11
1111
11
FEC FEC FEC
FEC
FEC
FEC
AE-402C2
@ 6'-0" A.F.F.
@1'-3" A.F.F.
TYP1
14
AE-101
E5Sim
15
AE-701
A2Sim
1
16 16
17
17
18
18
18
18 19 19 19
19
18
18
18
18
@4'-0" A.F.F.
TYP
19
20
18
18
18 18
@4'-0" A.F.F.
TYP
2
2
@4'-0" A.F.F.
2
2
@1'-3"
A.F.F.
TYP
16 16 16
21
RECEPTION103
22
19
17
2
@2'-0" A.F.F.TYP.
19
104A
DAS
DAS
CS
CS
CS
CS
CSCS
SKA-016
1
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
GENERAL SHEET NOTES
A. ALL DIMENSIONS ARE TO FACE OF BLOCK OR GRID LINE
UNLESS NOTED OTHERWISE.
B. FINISH FLOOR IS 100'-0" UNLESS NOTED OTHERWISE.
C. REFER TO STRUCTURAL DRAWINGS FOR CMU WALL
LOCATIONS AND DIMENSIONS.
SHEET KEYNOTES
LEGEND
1 2 3 4 5
B2AE-301
1375 SF
MECHANICAL215
A4AE-451
F
E
215
D1AE-301
4
DN
AE-451
A5
AE-451
A3
13
L1X1X1/8, 6' LONG
1/4" ANCHOR @ 16" O.C.
L1X1X1/8, 6' LONG
1/4" ANCHOR @ 16" O.C.
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
u
@
af x
spd
blA
05 5
uS ti67 10
7 6 1 4 2 22
d sp sed gi
-
. o r gn
reuq Nuq ,e
67 -1 9 7 00
1e 0 0
M 0178 9
J sfe f e r no N E
alp inn ng
gne eni gnire
ha rc
i tn
ti
e r i o rs
ue c t re
nal csd epa
DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
BENJAMIN H
RADE
I
GE
R
ETS
RE
HCTI
CT
TS
ENFOET
A
MWXE
CO
I
GARDNER
004161
2/12
/201
44:
11:2
6PM
AE-101
FLOOR PLAN
12-0096
OCTOBER 29, 2013
BG
HAF, JS
BCS
- BEL
EN E
AGLE
SN
ATAT
OR
IUM
1619
Del
gado
Ave
Bele
n, N
ew M
exic
o 87
002
100%CONSTRUCTION
DOCUMENTS
1/8" = 1'-0"A1 GROUND FLOOR PLAN NO
RTH
4'0 8' 16'
1 ALUMINUM-FRAMED STOREFRONT SYSTEM
2 PLASTIC LAMINATE RECEPTION DESK
3 TEAM BENCH
4 WALL MOUNTED ACCESS LADDER, REFER TO DETAIL C5/AE-701
5 GALVANIZED METAL DOWNSPOUT - 4"
6 GALVINIZED METAL DOWNSPOUT - 8"
7 STEEL SUN SHADE LOUVER, REFER TO AE-324
8 SIGN TYPE A; REFER TO DETAIL D4/AE-701
9 SIGN TYPE B; REFER TO DETAIL C4/AE-701
10 SIGN TYPE C; REFER TO DETAIL B4/AE-701
11 SIGN TYPE D; REFER TO DETAIL A4/AE-701
12 PAINTED STENCIL SIGN
13 LOUVER, SEE MECHANICAL
14 PLUMBING PIPE GUARD
15 PLAQUE
16 SOUND ABSORBING WALL UNIT - TYPE "SG" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
17 SOUND ABSORBING WALL UNIT - TYPE "SB" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
18 SOUND ABSORBING WALL UNIT - TYPE "SA" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
19 SOUND ABSORBING WALL UNIT - TYPE "SE" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
20 SOUND ABSORBING WALL UNIT - TYPE "SF" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
21 LOUVER: FINISH TO MATCH ALUMINUM STOREFRONT,
PERFORMANCE CHARACTERISTICS PER MECHANICAL.
22 SOUND ABSORBING WALL UNIT - TYPE "SC" - REFER TO E1/AE-221
FOR TYPE INFORMATION AND FINISH LEGEND ON AE-701 FOR
HUMIDITY TYPE AND SPECIFIC LOCATION.
1/8" = 1'-0"E1 MECHANICAL MEZZANINE FLOOR PLAN
4'0 8' 16'
A000
DOOR NUMBER
1 11.15.13 ADDENDUM 12 11.21.13 ADDENDUM 23 01.21.14 ASI-001
6" = 1'-0"E5 PIPE GUARD DETAIL
1
1
2
*NOTE: KEYNOTE NUMBERS ARE SHEET/SKETCH SPECIFIC.
FIRE EXTINGUISHER CABINETFEC
DESIGNATED AISLE SEATDAS
COMPANION SEATCS
WHEELCHAIR SPACE
3
Design Function• Neatly organize chemical rooms, pump, and HVAC
• Direct outside access
• Wide paths and doors for delivery
• Utility service entries
• Separate structure
DESIGN
Once-through System• Used in older natatoriums
• Cooling relies on exhaust for moisture control
• Energy inefficient
MOISTURE
MOISTURE Recirculating System• Principles of heat recovery
• Determined fixation
• Energy efficient
• Reduction in water use
Wrap the Enclosure• Design a continuous air barrier system for the
exterior enclosure
• Use mechanical attachment methods where possible
MOISTURE
Use high-performance fenestration systems (Aligned with the thermal insulation, combined with active systems such as warm air washes, to minimize the incidence of interior condensation)
MOISTURE
MOISTURE
LOW PRESSURE
HIGH PRESSURE
WARM
LOW PRESSURE
HIGH PRESSURE
MOISTURE COLD
HIGH TEMPERATURE HIGH VAPOR PRESSURE
HEAT MIGRATION
VAPOR MIGRATION
LOW TEMPERATURE LOW VAPOR PRESSURE
MOISTURE
Minimize Evaporation
Principles of Condensation and Evaporation • Air should be 2 degrees warmer then
the water.
• The dew point of humid air is 62° F
MOISTURE
Surface Condensation• Avoid skylights and use translucent
wall panel
• Avoid thermal bridging
• Avoid wall and ceiling cavities
• Balance mechanical systems
• Provide negative air pressure within the natatorium
MOISTURE
The #1 HVAC Design Issue is Getting Air to the Breathing Zone!
AIR QUALITY
AIR QUALITY
Cause Effect
Under Chlorination Combines Chlorines (foul odor)
High pH Level or High Total Alkalinity Scale Forming
Low pH Level or Low Total Alkalinity Corrosion
Air changes per ASHRAE• 4-6 per hour in a natatorium
• 6-8 per hour in a spectator area
• 8 per hour (occupied) in a water park
• Specify CFM needed to satisfy this requirement
AIR QUALITY
Supply air to breathing zone!• Supply air to where condensation is
predictable
• Exterior Windows & Doors
• Return location must complement supply duct layout
AIR QUALITY
TPO ROOFING OVER
COVERBOARD
TPO SHEET FLASHING
REGLET AND
COUNTERFLASHING
0' -
8"
CONTINUOUS
INSULATION
FLUID APPLIED
WATERPROOF AIR
BARRIER. EXTEND DOWN
TO TOP OF ROOF DECK.
PORTLAND CEMENT
PLASTER SYSTEM
TAPERED ROOF
INSULATION
TPO ROOFING
TPO SHEET
FLASHING
HIGH PERFORMANCE PAINT
SYSTEM. EXTEND 1 BLOCK
COURSE ABOVE ROOF DECK.
FLUID APPLIED
WATERPROOF AIR
BARRIER. LAP OVER HIGH
PERFORMANCE PAINT
SYSTEM.
SELF-ADHEARING
VAPOR BARRIER OVER
COVERBOARD
PREFINISHED METAL
COPING WITH CLEATS
AND SPRING
COMPRESSION CLIP
0' -
3"
CONTINUOUS
INSULATION
TPO ROOFING
TPO SHEET
FLASHING
FLUID APPLIED WATERPROOF
AIR BARRIER. EXTEND DOWN
TO TOP OF ROOF DECK
PREFINISHED METAL
COPING WITH CLEATS
AND SPRING
COMPRESSION CLIP
CONTINUOUS INSULATION
SELF-ADHERING VAPOR
BARRIER OVER COVERBOARD
HIGH PERFORMANCE PAINT
SYSTEM. EXTEND 1 BLOCK
COURSE ABOVE ROOF DECK.
TPO ROOFING OVER
COVERBOARD
TPO SHEET FLASHING
FLUID APPLIED WATERPROOF
AIR BARRIER. EXTEND DOWN
TO TOP OF ROOF DECK
CONCRETE FOUNDATION
HIGH PERFORMANCE
PAINT SYSTEM.
EXTEND DOWN TO TOP
OF FOOTING.
BACKER ROD AND
SEALANT.
FIBEROUS
EXPANSION
MATERIAL
CONCRETE POOL DECK
BACKER ROD
AND SEALANT.
FIBEROUS
EXPANSION
MATERIAL
ALUMINUM ENTRANCE DOOR
ALUMINUM THRESHOLD SET
IN FULL BED OF SEALANT
CONCRETE SLAB ON GRADE
CONCRETE
POOL DECK
WALL
BEYOND
PORTLAND CEMENT PLASTER WITH
REINFORCING MESH UP TO 6'-0"
ABOVE CONCRETE PAVING
WEEP SCREED; 3-1/2"
VERTICAL LEG.
0' -
2"
BACKER ROD AND SEALANT
FIBEROUS EXPANSION MATERIAL
CONTINUOUS INSULATION
FLUID APPLIED WATERPROOF
AIR BARRIER. EXTEND DOWN TO
TOP OF FOOTING.
TPO ROOFING OVER
COVER BOARD
TPO SHEET
FLASHING
FLUID APPLIED WATERPROOF
AIR BARRIER. EXTEND DOWN
TO TOP OF ROOF DECK
PREFINISHED METAL COPING
CONTINUOUS INSULATION
0' -
3"
WOOD NAILER
ROOF INSULATION
TPO ROOFING
TPO SHEET FLASHING
HIGH PERFORMANCE
PAINT SYSTEM. EXTEND
1 BLOCK COURSE ABOVE
ROOF DECK.
FLUID APPLIED
WATERPROOF AIR
BARRIER. LAP OVER HIGH
PERFORMANCE PAINT
SYSTEM.
PORTLAND
CEMENT PLASTER
CONTINUOUS
INSULATION
FLUID APPLIED
WATERPROOF AIR
BARRIER
0' -
3"
SELF-ADHEARING
VAPOR BARRIER OVER
COVERBOARD
PREFINISHED METAL COPING
TPO FASTENERS,
CENTERED ON ROOF DECK
AE-341
D5Sim
PORTLAND
CEMENT PLASTER
CONTINUOUS
INSULATION
FLUID APPLIED
WATERPROOF
AIR BARRIER
CELULAR BEAM
BEARING PLATE,
PAINTED
HIGH PERFORMANCE
PAINT SYSTEM. EXTEND
BELOW BEARING PLATE
AND BEHIND BEAM.
TPO SHEET FLASHING
FLUID APPLIED WATERPROOF
AIR BARRIER. EXTEND DOWN
TO TOP OF ROOF DECK.
TPO ROOFING OVER COVERBOARD
PREFINISHED METAL
COPING WITH CLEATS AND
SPRING COMPRESSION CLIP
CONTINUOUS INSULATION
PORTLAND CEMENT PLASTER
FLUID APPLIED
WATERPROOF AIR BARRIER
TPO ROOFING OVER
COVERBOARD
TPO SHEET FLASHING
CONTINUOUS INSULATION
FLUID APPLIED
WATERPROOF AIR BARRIER.
EXTEND DOWN TO TOP OF
ROOF DECK.
TAPERED ROOF INSULATION
HOLLOW METAL DOOR.
THRESHOLD, SET IN
FULL BED OF SEALANT..
STAIR LANDING, REFER
TO SHEET AE-451.
0' -
4" 22 GA. GALVINIZED FLASHING
CMU WALL, PAINTED
2 1/2" X 8" X 16 GA. TUBE, PAINTED W/ 1/2"
BOLT IN EXPANSION SHIELD @ 32" O.C.
DECK MANUFACTURER'S
STANDARD NEOPRENE CLOSURE
STRUCTURAL ROOF DECK, PAINTED
1" 1" 1"
3"TPO ROOFING, TYP.
FASTENER ZONE
ROOF DECKING, TYP.
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
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DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
BENJAMIN H
RADE
I
GE
R
ETS
RE
HCTI
CT
TS
ENFOET
A
MWXE
CO
I
GARDNER
004161
2/12
/201
44:
12:2
2PM
AE-341
WALL SECTIONDETAILS
12-0096
OCTOBER 29, 2013
BG
HAF, JS
BCS
- BEL
EN E
AGLE
SN
ATAT
OR
IUM
1619
Del
gado
Ave
Bele
n, N
ew M
exic
o 87
002
100%CONSTRUCTION
DOCUMENTS
1 1/2" = 1'-0"B4 WALL SECTION DETAIL @ ROOF
1 1/2" = 1'-0"C4 WALL SECTION DETAIL @ PARAPET 1 1/2" = 1'-0"C3 WALL SECTION DETAIL @ PARAPET TRANSITION
1 1/2" = 1'-0"B3 WALL SECTION DETAIL @ WALL BASE
1 1/2" = 1'-0"A4 WALL SECTION DETAIL @ THRESHOLD 1 1/2" = 1'-0"A3 WALL SECTION DETAIL @ WALL BASE
1 1/2" = 1'-0"A5 WALL SECTION DETAIL @ WALL CHASE
1 1/2" = 1'-0"C5 WALL SECTION DETAIL @ PARAPET (LOBBY)
1 1/2" = 1'-0"B5 WALL SECTION DETAIL @ PILASTER
1 1/2" = 1'-0"C2 WALL SECTION DETAIL @ LOW PARAPET
1 1/2" = 1'-0"B2 WALL SECTION DETAIL @ ROOF ACCESS DOOR
1 1/2" = 1'-0"A2 WALL SECTION DETAIL @ TYP. PARTITION WALL
6" = 1'-0"D5 TPO FASTENERS, TYPICAL
Design continuous insulation for the enclosure and minimize the incidence of thermal bridges and structural penetrations through the insulation.
THERMAL
THERMAL
Pool Type Air Temperature
Activity Factor
Competition 76° to 82° F .65
Diving 84° to 88° F .65
Elderly Swimmers 85° to 90° F .8
Hotel 82° to 86° F .8-1.0
Physical Therapy 90° to 95° F .65
Recreational 80° to 85° F 1.0
Whirlpool / Spa 102° to 104° F 1.0
Water Temperatures are Critical• More activity = greater air
circulation
• Building HVAC zones for air temperature
Pool Chemistry is Key• Water Quality
• Water Chemistry
• Dehumidification
• Air Circulation
THERMAL
Off-gassed choloramines have a strong attraction to the airborne humidity.
Chloramines = Corrosive Condensate
CORROSION& THE IAQ PROBLEM
Use Simple Structural Systems• Less surface area
• Avoid shelves
• Simple geometry and connections
• Pre-finished materials
CORROSION
Use the Right Materials• Avoid specifying stainless steel for ductwork,
use non-corrosive duct material
• Galvanized steel
• Aluminum
• Fabric
• Avoid using stainless steel in applications deemed ‘safety-critical’ or where components will not be frequently wetted or cleaned
CORROSION
Use the Right Finishes• Use galvanized steel
• High grade paint systems
• Vinyl
• Plastics
CORROSION
04
ILLUSIONSLINEAR LUMINOUS LIGHTING
www.insightlighting.com
Maintenance• Easy to change lamps
• Even lighting across the water (Provide diffuse lighting to avoid glare)
LIGHTING
Good lighting provides a safe environment
LIGHTING
Even Lighting• Provide regularly spaced lighting with
heavier FC output
• Dual switching ability for energy savings
• Less glare for safety
LIGHTING
Daylighting• Avoid clear glass to the outside
• Use diffuse glazing for natural light
• Consider light shelves
LIGHTING
Reflectivity• Use reflective surfaces
• Use light colors
• Higher lighting around decks
LIGHTING
ACOUSTICSPrinciples of Acoustics• Deflection
• Refraction
• Reflection
• Absorption
• Isolation
Noise Levels• Recreation
• Spectators
• Coaches
• Mechanical Systems
ACOUSTICS
Deflection• Nonparallel surfaces when possible
• Recessed openings
• Offset ceilings
ACOUSTICS
Absorption• Provide acoustical banner
• Wall panels
• Inset areas
ACOUSTICS
ACOUSTICAL BAFFLE & WALL PANEL SYSTEMS
205 Earl RoadShorewood, IL 60434
Website: www.cmainc.net
These two most popular CMA Acoustical
Systems compliment each other for applications
in the same environments, namely schools, gyms,
swimming pools and industrial workplaces.
Baffles may be hung vertically in a variety of
designs or hung horizontally - clouds. CMA
Baffle Systems provide the most sound
absorption per unit because they are
effective in absorption from all sides.
Acoustical performance is usually pub-
lished in sabins per unit.
Baffles are available as a standard in
three different facings. The most popular
encapsulation material is nylon sailcloth
for a softer, fabric look without the fabric
price. A new trend in application for
baffles are in restaurants with exposed
structures in order to reduce the rever-
beration time.
2
CMA usually recommends that Baffles and Wall
Panels be installed in a space in equal quantities
of sabins (sound absorption per square foot).
The popularity of CMA Wall Panels and Baffle
Systems lies in the ease of installation. Wall
Panels are generally hung from the wall sur-
face from hooks at the top through grom-
mets in the Panel. We further suggest the
mounting “B” installation for a cleaner
smooth facing. Complete hanging details,
suggested layouts, as well as hardware
for installations are available from CMA,
or in our architectural binder.
CMA provides Baffles and Wall Panels
that are the lowest cost finished prod-
ucts specifically designed for acoustics.
Budget material and installed costs
are available upon request from your
CMA Sales Representative.
3
ACOUSTICAL BAFFLE & WALL PANEL SYSTEMS
Mounting Options
“A” Slight puckering on fabric face
“B” Clean, smooth, facing
Selected Examples of Mounting Hardware
Item Description
CS 1001 Cable Crimp Sleeve
TB 1002 Turnbuckle
CT 1000 Crimp Tool
TR 500 11” Nylon Tie Wraps
L 803 3” “L” Hook Screw
2H4 Beam Clamp 3/32” - 9/64”
4H24 Beam Clamp 1/8” - 1/4”
HWC-3 Hanger Wire Clip
AC 1000 7 x 7 Aircraft Cable - 3/32”
Complete stainless steel hardware is available for damp and moist areas such as swimming pools or food processing plants, and should be specified.
Hardware Note: Although CMA baffles are very light weight, the hanging cable may sagunder the baffles weight depending on the size, thickness and density of the baffles.Consult CMA for specific recommendations for vertical supports and spacing.
EPO
ECL
OS
N
CHEMICAL
2118
MEN-
TOILET
107A
LOBBY
102
ADMIN
104
FAMILY
CHANGING
105
WOMEN -
TOILET
108A
HOUSE
KEEPING
106
POOL
EQUIPMENT
115
CHEMICAL
1117
POOL
DECK
109
COMPETITION
POOL
110
ELECTRICAL/
MECHANICAL
126
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
F
F
E
E
A
A
B
B
C
D
VESTIBULE
101
COMMUNITY
ROOM
123
LIFEGUARD
121
COACH
122
FIRST AID
120
POOL
STORAGE
119
18' - 5"
18' - 7"
EQ
EQ
EQ
EQ
EQ
EQ
4' - 7
1/2
"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
9' - 5"
5' - 5"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
20' - 0"
20' - 0"
20' - 0"
20' - 6 1/4"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
20' - 0"
20' - 0"
20' - 0"
16' - 8 1/4"
22' - 3 3/4"
10' - 2"
16' - 0"
27' - 5"
5' - 5"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQEQ
EQ
EQ
EQ
EQ
EQEQ
EQ
EQ
EQ
EQ
5' - 4"
5' - 8"
5' - 8"
5' - 4"
4' - 4
"
EQ
EQ
EQ
EQ
EQ
EQ
EQ EQ
EQ
EQ
3' - 4"
4' - 0"
4' - 0"
4' - 0"
13' - 0"
7' - 4"
6' - 8"
4' - 8"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ5' - 4"
5' - 0"
5' - 0"
EQEQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ4'
- 8"
3' - 4
"4'
- 4"
7' - 8
"
5' - 4"
3' - 4" 3' - 4
"
4' - 8"
7' - 4"
4' - 0"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ2' - 0
"
4' - 8
"
5' - 4
"
SPEC
TATO
R SE
ATIN
G - P
OOL
SPEC
TATO
R SE
ATIN
G - P
OOL
EJ
CJ
CJ
EJ
CJ
CJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJ
EJ
EJ
EJ
CJ
EJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJ
CJ
EJ
CJ
CJ
EJ
EJ
CJ
CJ
CJ
CJ
EJ
CJ
CJ
EJ
CJ
CJ
EJ
CJ
CJ
EJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJ
CJ
CJ
EJ
CJ
CJ
EJ
CJ
CJ
EJ
CJ
CJ
EJ
CJ
EJ
CJ
EJ
CJ
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EJ
CJ
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EJ
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CJ
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CJ
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CJ
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CJ
EJ
CJ
CJ
CJ
EJ
CJ
EJ
4' - 5
1/2
"EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
CJ
CJ 7' - 4
1/2
"
7' - 4
1/2
"4'
- 7 1
/2"
6' - 6
1/8
"6'
- 6 1
/8"
5' - 6
1/2
"
EQ
EQ
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EQ
CJ
CJ
EJ
EQ
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CJ
CJ
EQ
EQ
100.00'99.92'
99.92'
99.92'
99.92'
99.92'
99.92'
99.92'
100.00'
100.00'
99.93'
100.00'
99.93'
100.00'
99.93'
100.00'
100.00'
100.00'
100.00'
99.92'
100.00'
100.00'
99.90'
99.90'
99.90'
100.00'
100.00'
99.90'
99.90'
99.90'
100.00'
100.00'
100.00'
99.99'
99.99'
99.90'
100.00'
99.90'99.90'
100.00'
99.86'
99.90'
99.90'
99.90'
99.90'
100.00'
100.00'
99.92'
99.92'
99.92'
100.00'
100.00'
100.00'
100.00'100.00'
100.00'
99.90'
99.90'
100.00'
100.00'
100.00'
100.00'
99.90'
99.90'
99.90'
100.00'
100.00'
99.86'
100.00'
99.86'
100.00'
99.86'
100.00'
100.00'
100.00'
100.00'
100.00'
99.95'100.00'
100.00'
1/4"
/ 12
"
99.82'
100.00'
100.00'
100.00'
1/4"
/ 12
"
99.82'
100.00'
99.88'100.00'
100.00'
100.00'
100.00'
99.86'
100.00'
100.00'
100.00'
100.00'
99.85'
100.00'
100.00'
100.00'
100.00'
100.00'
99.95'
100.00'
100.00'
99.94'
100.00'
100.00'
99.79'
99.79'
100.00'
100.00'
1/4"
/ 12
"
1/4"
/ 12
"
1/4"
/ 12
"
100.00'
100.00'
99.95'
100.00'99.94'
99.93'
100.00'
100.00'
99.97'
100.00'
100.00' 100.00'
99.86'
100.00'
100.00'
99.86'
EJ
EJ
5' - 6
"
GENERAL SHEET N
OTES
A.POOL DECK SHALL SLOPE 1/4" P
ER FOOT MINIM
UM AND 3/8" PER FOOT
MAXIMUM TO D
RAINS.
B.ALL O
THER WET FLOOR AREAS SHALL HAVE A POSITIVE SLOPE TO D
RAIN
WITH A MAXIM
UM 1/4" PER FOOT SLOPE.
C.FLOOR DRAIN ELEVATIO
NS ARE SHOWN TO CONVEY DESIGN IN
TENT. FIELD
VERIFY EXACT ELEVATIONS AND C
OORDINATE WITH R
EQUIRED SLOPES.
D.REFER TO SB-101, S
P & DP D
RAWINGS FOR ADDITIO
NAL REINFORCING
REQUIREMENTS AT POOL D
ECK EQUIPMENT LOCATIONS.
SHEET KEYNOTES
LEGEND
CONTROL JOINT
EXPANSION JOIN
T
LINEAR FLOOR DRAIN; R
EFER TO PLUMBING
FLOOR SLOPE DIR
ECTIONCJ
EJ
AREA DRAIN; REFER TO PLUMBIN
G
X' - X"
SPOT ELEVATION TAG
URETHANE SEALANT
FIBEROUS EXPANSION M
ATERIAL
1/8" SAW CUT
1/3
OF D
EPTH
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
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DATEDESCRIPTION
1
A
2
3
4
5
6
B
C
D
E
1
2
3
4
5
6
BENJAMIN H
RADEIGE
RETS R
EH
C
TICT
TS
ENF
OE
TA
MW XE COI
GARDNER
004161
2/14
/201
410
:56:
51AM
AE-102
POOL DECK AND
CONCRETE SLAB
JOINT PLAN
12-0096
OCTOBER 29, 2013BGHAF, JAS
BCS
- BEL
EN E
AGLE
S
NATA
TORI
UM
1619
Delg
ado
Ave
Belen
, New
Mex
ico 8
7002
100%
CONSTRUCTION
DOCUMENTS
1/8" = 1'-0
"
A1POOL DECK PLAN
4'
0
8'
16'
NORTH
3" = 1'-0
"
E5DETAIL - E
XPANSION JOINT, T
YPICAL
3" = 1'-0
"
E4DETAIL - C
ONTROL JOINT, T
YPICAL
Isolation• Isolate HVAC equipment to
minimize harmonics
• Longer duct runs
• Adequate space for return air
• Equipment dampers
ACOUSTICS
Chlorine is still the best sanitation system for a public pool facility
SAFETY
Maintain water chemistry and backwash regularly
SAFETY
Provide good locations for lifeguards• Slides
• Diving
• Rescue
SAFETY
YouTHANK
REFERENCESKittler, Ralph, P. Eng. “Natatorium Design Manual.” Seresco Technologies, Inc. 2013.
“Acoustical Baffle & Wall Panel Systems.” Creative Materials for Acoustics. Accessed October 2015. http://www.cmainc.net.
“DRY-O-TRON Indoor Pool Design Guide.” Dectron. Accessed October 2015. http://www.dectron.com/ brands/dry-o-tron.