HomeMy WebLinkAbout526 West Yarmouth Road - Steel Wall PoolsSizes Available: Sizes
. .10'.24' _.
'•14'.32'
16"35'6'
..
18•x40" -
(n
G.I.
Sizes Available:
•16+376• ,.
.18'•36' -.
•20'.40'
Grecl.n Lezy-L
Sizes Available: _
.166.33-6-
176'- 43'
166.33.6'19'6'x43'
Aspen
Sizes Available:
•12'x24'
.16' • 35' 6' ..
-
_.
1
Figure S
Sizes Available:
IV $0 .-
•'6'
• 18'+ 30'
• 18' • 33'.6"
.20'.35'
c:T
Auburn Lab -
Sizes Available:
'•1r V-366'
.16.6-x36.6' _
21'x42'
Gradan
Sizes Available„
8' .12.6'x40'
-VTV
_ •16'8'*32'6• •23"•44'
• 18'.6' * 96' 6 ..
Panel Steel
1[
r a
tTENFRA NO7ES_ t) LOCAL AN STATE REQUIREMENTS. BUBDAiNPA JPERTT:II7ES SHAILBH LY ACCORDANCE WITH
LL
IAI:ALANDSTA NOTINCLUD
1 .. 2) THIS PIAN DOES NOT INCLUDE POOLfACA TION INPROPERTY, GRADING,FINCING, WALLS OR
OTHER SHE INFORMATION.
HumPba°k Sltlney'. 3) ALLCONSTRUCTIONSHALLBEDONBINA(aroRDAF:CE WITH All. LOCAL AND STALE
Skvs P.vallablaC^:=" REGULATIONS.
Grecian True -L -' 4) LT1NiR ORSHALLVERB•YBURR'DVMMESVrn SURROUNDSOFQv'STALLATIONAREA
IV -3T
.16 S' - 4ll - 2: ,18'. 376' _ CODE COMPLIANCE,
•166'x4m.za' .1B•x3r - -
.18'6'x44••27•.... ...ME
• 20' x 41' WITTY LATA N D IN PROLE NO S, THESE
POOLS W BAYS WLY WI H P!ffi
.20.5•.46x37' .. .. INSTALLATION PROCEDURES, MESE POOLS WRLIXS.TI.YWITH APPLICABLE
REQUIREMENTS OFTHE FOILI.OWING CODES:
A CONNECTICUT
.. 2005STATEBUBDNGCODE& 2D092013ASTNDKINT
. W -GROUND POOL4 WI'R[ DRAINS ARETOI E EQUrPED WITH"
.--✓--i�-1^�--'-�� .. -
H. MASSACHUSETTS VACUUFI RELBiF'SYSTFM.
SSACITS -
L.PP i COMMONWEALTH OFTHE MASSACHUSETTS Bt=NG NDE
S - Oval 780 CMR(a. ED.)
izse Available:
Lary -L - l Sizes Available:
s Available: •10 40'lm'. c-R,xnl G NE'WYORK
14'. 36Pa•.aa,zal .16 .479M - •t6.30: •16 36 �'<, ;:. NBW YORK STATE UNIFORM FmcnRsve+t'r0'+AW BC22R OmoF•THLS r -
• 16'+40 6 Pv sR zal • 78 .43 Iznl - -' • 76 32 •29.40 _ CODEINCORPORATINGTIT:
• IV- 43'6'leo-.861 - 20'. 47'6'R'R) - IT x.34'6' •27x 3VV BUILDING NDE OFNEWYORK STATE -2010
•20'x48 ma. a'RI - - RESIDENTIALNDEOFNEWYORKSTAIE-10:J
Reet.ngle
Sizes Available:
12'.24'Ra'R.TR)-IV-3TMA.xn1
•14'.28'la'Axnl •N'x4(Tle'n211
•16.32'Ia1SR) •ZT.44'(s'6.2'a)
- -
D. NEWIERSEY-INTERNATIDNALRESMJ-IALNDE.-2 - � M
},
6'•0
B. ELECTRICAL &PLUMBING
Rectangle 14x28. (90, 6"R, 2'R)
THE CONSTRUCTION AND B75TALIATK7, OF F..F.CTRIC%Mr; .GROUNDING
' AND BONDING. AND EQUIPMENT ARE r,T= TO THE STATE CODE AND TO
Rectangle 18x36 90°, 6"11, 2'R)
- THE CURRENT ADOPTEDNATZONAL ELECTRIC NDE RS¢'IItEMEY[S -
-
3'4"
8'
II
Rectangle 22x44 (900,16"R, 2'R)
-3'4"
8'
ALL PLUMBING MUST COMPLY WITH TIM- C ILXENT ATx7PIID STATE CODE
9rtesfan 10x24
3'4"
8'
0
Artesian 14x32
3W'
8'
I
.,Artesian 16x35-6
INSTALLATION PROCED ma
8'
I1
-
3'4"
1. INSTALLATION IS TO BE DONE IN Ar DPDANX`E' WITH ALL FEDERAL, STATE AND IOCALBL'BDINU
II
Aspen 12x24
3'4"
NDESASWHLLASNMP Cr TOADS:�5-'SCA4'1AROBJRRESIDEbT[ALIN-0tOUND
Singlc Roman EntlIIoubie Roman I nd`-
Siz.sAvailable: - BIna Yn" liable:
SWIMMBJGPOOLS. -
2. POOL MAY BE INSTALLED WTMH C7 ASDL• IN'VP43GATIVY BY A REGISTERED DESIGN
• Ix 37 z81 .16'. 8R dd "sl
PROFESSIONAL SUBJECT TO TRIP ELIDING OFFICIALA�TAN`r.E, PROVIDED NONE OFTHE
• 18•V . 35 6 S.(za) • 16 x'38'1hC xa)
FOLLOWING CONDITIONS ARHBN�N�-D AT THE S7
HC aNF{4�7'0F Yen �rn(l0U � J '29.aD'lsn:�xty
�^
a) EXCAVATION STENCB OP UNC t%`�K'13iJ' CiltOUNDa'A1FR 1VmnV 7HB DEPIA OPTFIN
EXCAVATION:
Y2I1' #6jlb�tl� 4 b �'[L A$VY IJ i.b 1 i
REViE!%J5' 184 b1tlILDING AND ZONING CODE COMPLI-
b) THE EXISTENCE OF SOBA CQ•TMT10PEAT ,[RY.US SOIL OR AIGPLYEXPANSIVE SOILS OR -
GPAQTYGF 1.5WPSF.
SOILS THATWOULD NOT HAVE Av^WMRFARNU
ANCE. ERRORS OROMISSIONS DoNOT RELIEVE THE
°IDANGERTGADJA`ENTSTRLrMRES'POSED BYTHE PROPOSED POOL
tl) THE EXISTENCE OF ANY SOLTYPE'S*TiH.W KRaE OF REPOSE THAT WILL NOT SUPPORT
D ICAtdT FROh97HE RE5i
0N6IBILITY OF'AS
3'4"
S.
WALISOFTHEEXCAVATINATDESRIDSIDPS. r
JaPneS A. Ma��IJ �+5LIANCE. IFANY OFTM CONDITIONS ABOVE IS EN�C7+1PFx�.TP.E EXCAVATION MUST CEASE IMMEDIATELY
Professional Engl F tt� THE SPECIFEDCONDITIONS ATTEESITEMLSTHLNBEREVIEWED AND RECOMMENDATKXiSMADE
10 High Mountain d� J BHAPRO EXCAVATION
PROFILE
3. THE POOL NTEXCAVATION ANDESF_ ERrQGMIDEFTS AND PRE.1 TIONS THE OF THE POOL
DffFERlnawood. NJ 07456'7 VARIOUS
TONSA ANDTICS
3 TO THODS BEDE"ERMflR BYAN I MAY RESPONATIDHY
i VARIOUS GROUND NNbT170NS AN7TH5 E m 68 DE:FR.NdNFD BY AND 6 THE RESPONSIBILITY` OF
NJ Professional Engineer License GE2517!�UILDING 0 FICIAL TEE CONTRACTOR.
CTCT Profes- sbTa gneer�LiDensa 73d�
TrueL4. THE BACKFILL FOR THE POOL BOTTOM 6 A LAYER OF 3' THICK BEDDING SAND MATCHING THE POOL:
fixes Aveilabk:.' PROFTIETHE SANU LAYER LT COMPACTED LSNG MSNL.AL TAMPNG-THE WALLS ARE BACEFI IED
MA Professional Engineer License # 36365 WITH CLEAN EARTH. FREE OFROOTS AND DFYRIS• INSTALLED IS LAYERS NOT EXCEEDING 91 EACH
NY Professional Engineer-}.icerise#564&7 •�---.ti' SBa24�fC#'ZN1 BACKFELIAYHFSHAI:LBECARFA'LLYTAHPED'rOELMLYAT WM&SIMULTANBDVSWAIPRFUL :.
• 1S. 38'. 217M C' q AND BACFJ'HLDONOT ALLOW THE LFX3iT CF BACKPBL TO FSCEEO THE FINIGn'OF THE WATER BY
•29 44'.39 fail zRl MORE THAN VNOR THE WATER EXCEED THE BACKFILL BY MORE THAN 6'
-. FILE COF
S. POUR A2 FEET WIDE CONCRETE 25M FSI FOOM AROUND THE ENTIRE PERIMETM MINLNU M B'
Drawing eA� ae DEC
�I', 6. DECKS OR FIN[5}[ED GRADE S}LALL SLOPE AA AY FROM T'g.DOL ATAMINPEIM SLOPE OPI/8"PF7R
pJM1eSaC`y`Lfy ADDITIONAL NOTE 7. CONCRETE DECKS ARE TO BE N!STRLCTE10FY iW MINIMUM STRE4i1H CONCRETE
tl1 T OOM°ONENT NOTES:
�3� M41x w POOL I'LAtNISI-IED WITH DRAINS THAN COMPLIANCE
O IW- " - TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY 1. GAUGE STEEL ISTbst; TROM MATE -AL Na QRMT* TO AMI A-529 OR EOUNALENT V/RH A
E .C`µ30 d f' ACT IS R13Q1TRXD: GALVANIZED COAYNiLT15s G -P5.
a�� "o 'vim W - DRAIN COVERS ASME Al12.19.6200'I AT 3'-0"MIN 2. ALL 6TEELANG_ESIPF>;c15-IFFEN?S ATFB.zEIE$ft.'_"-B1 A'L--TD He GALVANIZ°O S7EEL.
f` , 3. ALL BOLTS, THRFADfi)COMPONENTS AND W4+f7EP5Fr=FR7A14LATJ2IAL CONFORMING TO ASTM AJ07
Pn=2.F A'r-alszl �'�,� ) ENTRAND ZINC RATED.
ENIRAPMEPME EIT AVOIDANCE MAST BE INSTALLED '
8/2V 01
MA
- --
MA PI2{8`H'ESSTONAL ENGINEER LICENSE 36365
fRa�. ♦ e � 1 31 94. �.. �
Rectan le'12x24 (90°, 6"R; 2'R) -
AY ,rY.�� 6
3'4°
},
6'•0
Rectangle 14x28. (90, 6"R, 2'R)
Rectangle 16x32 (90°, 6"'R, 2'R)
Rectangle 18x36 90°, 6"11, 2'R)
Rectangle 20x4O (900,6"R, 2'R)
3'4"
8'
II
Rectangle 22x44 (900,16"R, 2'R)
-3'4"
8'
II
9rtesfan 10x24
3'4"
8'
0
Artesian 14x32
3W'
8'
I
.,Artesian 16x35-6
3'4"
8'
I1
Artesian 1$x40
3'4"
8'
II
Aspen 12x24
3'4"
8'
I
Aspen 16x33-6
- 3'4"
8'
II
Aspen 18x40-6
3'4"
8'
II
Aspen 20x43-6
3'4"
8'
II
Auburn Lake 17x36-6
3'4"
S.
II
Auburn Lake 18-6x38-6
3'4"
8'
II -
AuburnLake 21x42
3'4"
8'
II
Baja 16x30-6
3'4"
8'
II
Baja 3.8x38
3'4"
8'
Ir
'Ea a 2Ox40 -
314'
8'
II
Figure 8 12x24-5
'4•
81
I
Figure 8 16x30"'
3'4"
8'
II
Figure 8 18x33-6
314"
8'
II
Flgure_8 201136- - "'
3'4"
8'
II -
GCecian-14x28. -
3'4"
7'
0
6recia'16-6x32-6
3'4"
8'
II
,f°recian-SB-6x3£-6=.
3'4"
8'
II
Grecian 2O=6x40•,."
Greclan.23u1 4
-
Grecian Lazy:L:16-6233-6
3'4"
6'
0
Grecian Lazy=L-18-6x41-6
Grelcian'Lazy-L 19-5x43
3'4"
8'
II
Grecian'True-L 16-6x44x24
314'
8'
II
Grecian True-L'18-6x44x27 --
3'4"
8'
II
Greclan-True-L 204-5x45"31
3'4"
8'
II
Humpback Kidney 12x26
3'4"
8'
I
Hum.ntaCx Kidney 16x32-6 1
3'4'
8'
II
HuT1ntack Kidney 1807 1
3'4"
8' 1
II
HrLmoback Kidney 20x41
3'4"
8'
II
- Lap Pool.1Dx40 90", 5"R 2'R
3'4"
4'6"
0 -
Lazy-L:14x3C 90°,.6sP,
3'4"
'8'
II
Lazy L 14x3b 2 R) . ..
3'4'
7'
0
3'4"
7'
0
' azy L 1fiX40 6 (909, 6"R) - -
3'4"
8'
II
t.azy-L-18x=F3. 2'R -'
3'4"
8'.
II
La -L 1-8x43-6 90
3'4"
8'
II
Lazy-L21N4776 (2'R)
Lary=1=20z48�900jVR)-'
3'4a
B.
II
aJ12x36 9..
3'4"
81.
I
Oval ISaRBD- '.
3'4"
7'
0
Oval 16x32; -'r
3'4"
8'
II
Oval 17x34-6
3'4"
8'
11
Oval'18x28
.3'4"
7'
0
Oval 8x36-'-•
3'4"
S.
II
0val`20x40 "--
3'4"
'8'
II
: Oval 22x36-,6,,,
3'4"
8'
LI
Roman D.giabCe16x32 (909,.6'R, 2'R)
31-4"
8'
II
Roman VD.ible 1806 (909, 6 R, 2'R)
3'4"
8' 1
II
- RDMAYI-bauble 20x40 90°,,-6 R, 2'R)
3'4"
8' 1
II
orr a'j Single 16x32((901'.01 ; 2'R)
3 4'
8'
II
RT ari' Single 18x35-6 (21111'
3-4-
8'
II
Roman Single 1806-6 (90°, 6"11)
34'
81
II
. Titan Single 20x40 (90°:;.6"R)
3'4"
8'
I1
Romare Single 20x40-6 (2'R)
- 3'4"
8'
II
True -L 1608x24 (900, 6"R, 2'R)
3'4"
8'
II
True -L 18x38x26 (900, 6"R, 2'R)
3'4"
True -L 20x44x30 (900, 6"R, 2'R)
3'4"
8'
11
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