Loading...
HomeMy WebLinkAbout46482-Z O _ � t a � * bb THE CUSE711 + W MODEL LENGTH WIDTH SHALLOW DEEP 39 39'S" 12'11" 4'11' 4'11* THEALLURE1° THE CARIBBEANTM THE COURTYARD ROMAN"' HE ECLIPSE7N ' 34 34'6' 12'1 i° 4'Ill 4'11° 7 � O MODR LENGTH W10111 SHALOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODS. LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP 30 Z9 6' 12 11' 4'11- 4'11- b 40 40'0" - 15"8" 4'9" G8" 40 40'0- 16'I;r 4'0" 94' 20 19'9" 11'6" 4 2- S 1'4 9- 40 40'0' 15 8- 4'9' 6'8' - 3S 0" 14 9' 4'9' 6'4- 26 26'3' 10'8' 4'11- 4'!1" a � � � � 35 23 23'0' 10'8' 4 11" 4.11' 35 35 0' 14'9' 4'9° 6'4' IV = L °� C 30 30'0" 14'9- 6'1" _ 30 30'0- 14'9- 4'9' S'r a COVER BOX 39.34.y0:LENG+71(r I WIDTH 13'1' I DEPTH.W it Z COVER BOX 26.23: LENGht21M I WIDTtt11'4- I DEPTH.4T U t ' ` J O 6 THE ELEGANCE711 --- MODEL LENGTH WIDTH SHALLOW DEEP 39 39 4' 14'fi- 3'10- F21 THE ESPRIT'"' THE FIJI PLUNGE'" THE HARMONYTN THE HORIZONIN 33 33'0' 146' 4.0" 6'0" MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WDTH SHALLOW DEEP MODEL LELOTH WIDTH SHALLOW DEEP MODE. LENGTH VnDTH SHALLOW DEEP ti 30 29'r 14'6° 4 2- Fir 19 !8'8- T 5' VV 4'5' 10 9 6- 6.11- 4'5' 4'5- 26 26'3° -!r6. 4'3" 5!!r 23 23'0' 1S 9- 4.0' 4'0" 26 26'.T 14'6° 4.3' S 9- 23 23'0- 9-6- 4-3- S 7- 23 23 0- 12'6' 4 4' ST 20 19 8° 9 6- 4-3- 5.4` 20 198' 11'8" 4'S- S 8" 16 16'5° 98" 4'3" S 2" I w kf a LE ®� TRE ICONiO THE INFINITYI" THE LIMM ESSYN THE MEDRERRANEANTM 11-E MOROCCANIN MODEL LENGTH WroTTT SHALLOW DEEPMODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW LEEP MODEL LENGTH wDTtt SWALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP 0 44.<. 40'0' IS 5' 4'3' 8'0' 40 40'0" 15 6" 4'Y 8'0' I 30 30'0" 17 6" 43, I 0,J 40 ] 40 0° 16'Cr 4'0" 8'0° 38 39 5' 14'6- T9" 92, a < - 26 26'0" 12'6" 4'3- 5'- 34 XT 14'6' T 9- 5'11* - 31 30'10- !4'6- 319, 5 8' w 27 26.11- 13'61 T9" 611' ' I r TYPICAL i POOL/SPA THE PALLADIUM PIUNGETM THE PINNACLE" THE PRECISION"' TFE REFLECTION- THE REFLECTIONTM PLUS COVER BOX DRAWINGS MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH W1OTH SHALLOW DEEP 20 20'0" 1 8'0" 5 0" 5 0" 40 40'0' 15 5- 4'4" T 0" 27 26'7" 10'10" 4'11" 4!11" 33 32'11' 12'6- 4'1- 6'1" 33 32'T 13'4- 4'1- S 10" 16 16'0" 8'0" 5 0" 5 0" 35 35 0' 15.6. 4.4" V 1 23 23-4- 10'10" 4'11' 4'11'_ 30 29'7- 12'6' 4'!- S 10" 30 29'3' 13'4" 4'1" 5'8" SHEET 30 30'0' 15 5" 4'4" Go.. 26 26'3" 12'6" 4'1" 5'8' 26 26 0- 13'4- NI' 515. 1 O /� C SPLASH PAD-LENGTH 8'S- I DEPTH-1'F 23 23'0' 12 6- 4'1' S$- COVER BOX LI-NGTH 1 10- 1 WIU IH 194" 1 ULPTH_2 4- r '7 ELECT PRECISION D r , ILL - - - ---- - -- - A _ • W THE REFLECTION"°INCLUDING SPLASH DECK THE RIVIERATM THE ROMAN Tu THE SUMMffTM THE SUPREME"A 0 MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP MODEL LENGTH WIOIN SHALLOW DEEP g F� V1 31 31'2' 12'6` 4'2" 5 fr 34 34'1" 14'6" 3-11- S'10^ 28 28'3- 11'6` 4'2- &6- 35 3S 0" t4'0' 4'4° 6'6^ 40 4Q 0' 15'5' 4'O^ 8'T n ¢ 4-+ 28 2T 11" tZ e" 4'2" 5 6- 30 30'3- 13'11- 3'11" 5 T' 23 23'1- 11'8" 4'1- 5'1" 39 30'0' 1 14'0- 1 4.4- 6'0" 35 35 0- 155" 4'O^ 6'3- F F I = 2 SPLASH DECK LENGTH 5 Y I DEPTH:z�' 27•-� ----26 7"_ _12 4" -_3 11"-- 5 5 _ 30 30 0"-- —155' 4'0' 511` U �a fn o gill? TOPAZ OPAL WE TUSCAN" -rrE i IL; ,;0`4 opnONAL SPILLOVER OPrpW,L SPILLOVER MODEL LENGTH WIDTH SHALLOW DEEP MODFL LENGTH WIDTH SHALLOW DEEP 29 1 28-6- 14.1- 4'0- 5 8- 49 40'O- 15'S- 4-T T 0' >r w THE OPALTM AND THE TOPAZ101 TANNING LEDGES THE SORRENTO SPA-ROUND THE SORRENTO SPA-SQUARE 23 1 23-3- 12'1- 3-8- 5-0" 35 35 0" 15'5° 4'3" B 6- FiODEL LENGTH WITH SHALLOW DEEP MDDEL LENGTH WLDTH SHALLOW DEEP MODEL LENGTH WIDTH SHALLOW DEEP 30 30'0- 15.5- 4.3^ 6'0' ROUND 8'8- 'FO- 2'1D° 2'10' SQUARE TS- r5- T 2- 3 Z° OPAL 10'5- T 10- 0- T D" - _TOPAZ 19'S 6-10- 1 T'0" 1'0" ' ELECT PRECISION- 23 ANSI/NSPI--TYPE 0 POOL–NON DIVING POOL COMPLIES TO NSPI-5 INTERNATIONAL RESIDENTIAL CODE -2018 INTERNATIONAL SWIMMING POOL&SPA CODE -2018 -J r POOL IS IN COMPLIANCE TO American National Standard for Residential 0; f Inground Swimming Pools ANSI/APSP/ICC-5-11 - W r ADDI'I10NAL NO'T`E z IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, N THAN COMPLIANCE TO THF.VIRGINIA GRAEME 13AKER POOL AND SAFETY �_3 ACT IS REQUIRED: W a DRAIN COVERS ASME Al 12.19.8 2007 AT 3'-0"MIN APART J AND ENTRAPMENT AVOIDANCE MUST BE INSTALLED PER APSP-7. CODE COMPLIANCE 2020 RESIDENTIAL C ODF OF NEW YORK STATE—including Sec R326 TYPICAL ELECTRICAL&PLUMBING P000SPA TI-ll';CONS I'Rl K:TION AND INS TALI ATION OF ELECTRIC WIRING,GROUNDING DRAWINGS AND BONDING,AND EQUIPMENT ARE-SUBJECT TO THE STATE CODE AND TO THE CURRENT NATIONAL ELECTRIC CODE REQUIREMENTS NEC 2017 SHEET ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. 20F4 ----- AS REQ*D BY LOCAL CUDE - - - V-?" (3)#4 REBAR W/ #4 LIES Al 2' INTERVALS IN (5)#4 REBAR W/ #4 I IES Al 2' PRE-DRIL LFD HOLES AROUND FLANGE' 'I 4~ s INTERVALS IN PRE-DRILLED HOLES AROUND FLANGE -' 1'-2 C h 1'-2- Q 4 !14. �a . -N Q 7f X It'll" ' X X e J_!- o W -�- Jk. ca � A 1. 1 3CLR .� CA g IL x i � BACKFILL SEE NOTE #5 BACKFILL SEE NOTE #5 Oil CANTI LEV R COPING DETAIL �, $ _ 0 a SCALE N TS 0 8" MIN , e" MIN , 1'-2. ae WO MANUFACTURED MMIUFACTURED FIBERGLASS POOL FIBERGLASS POOL 6 K BACKFILL SFE NOTE #5 j BACKFILL SEE NOTE 05 o v 3 CS = i --- 2-4" 2-4' ••� •�� 4 x BED SFE NOTE f4 BEO SEF NOTE 14 .., • 5' x TYPICAL WALL SECTION OPTIONAL WALL SEC TIONCUP A a B 4 rCLR SCALE NTS SCALE N TS PAVER COPING DETAIL _ SCALE N T S (3)#4 REBAR W/ #4 TIES AT 1•_2" � � 24`" a 24" --;-� 2' INTERVALS IN PRE-DRILLED HO1 C5 AROUND FLANGE- o n - • 4� ° EEW t1�z A. • � • e � �A BEDDING SEE NOTE #10(u) ...... .B BACKFILL " SEE NOTE #10(b) t F GE �.••, d•4w 11Y2" COPING. •• ♦• 334 EMENNINMnIt 1,00,0001 0 . EXPANSIVE S01 TOP— DOWN VIEWEXPANSI E SOIL DETAIL a . SCALE NTS SCALE NTS � SCALE NTS FIBERGLASS SHELL MANUFACTURE NOTES CANTILEVER/TYPICAL L Material@ 1. The f berillaaa pool shell be manufactured by Leisure Poole and Spas Manufacturing North (a). The 11-2'Wide coping shall be 11W thick WM two layers of [3Y4 mbar With #4 ties �a. Resins stall be type B pobester or vinyl ester (UND). America ink and irhstalled by a qualified and licensed pool contractor at 2'intervals in pre-drilled holes around flanges extending 3'from Waters -edge and b3. Reinforcement shill be class IF glees fiber, min glass bonded to bonding geld With #8 solid capper 3,000pai concrete min. " content of total shell thickness -3092. Pool shall conform to requirements as shown In design crttarla by *eight g (b). Concrete shall be min. 3A00psi at 28 days 3. The pool shell may be damaged if the pool wader Is dropped below normal operating level. II. Shell shall spray molded At hand laid With: manufacturer prior to emptying the pool shell PAVER �Qbt .08' gelcoat (NFG) Consult the-12' boater coat (vinyl ester) 4. Pool shall be placed an compacted 2-4r thick bed of sand, 1/8'- 1/Y pea gravel, grne (a). The 1.2' Wide coping shall be 8' thick wAfi aro layer of [3W robar with #4 ties at c Structural layer Wb[ch will not ghro total border/ chip or other non-abrasive compactable material. Bad shall be placed on undisturbed 2' intervals in pre-drilled holes around flange extending 3• from waters -edge and structural thiclahese nominated on drawing soli with a minimum bearing capacity of 1,600peL banded to bonding grid with #8 solid copper 3,000psi concrete min. (d)- .008'no coat (b). Concrete shall be min. 3.000ps1 at 28 days fin Waftabrasive ve c be backfilctableled With send, fill a 3be pea gravel, lime ch�ipp t other noon c. Tile adhesive to be used to secure tf[e to beam Irl. All hydra shall be railed out to complete bond reinforcing & abrasive carhpactabb rrater'iaL Badd10 shall be installed in 1' lifts. Maintain Water and () resins expel air. backfill level Within 1'of each other. TOP-0001 VIEW INSTALLATION iV. Hoc Structural Imninatesstrenhall haS. Steps or [adders shall be provided per local code. (a). X on drawing denotes mandatory steel *We tie location Ten alleFlexural gttstrength of 8,100 1 ppsi 7. Installation contractor shalt provide pool deck and pool barriers as required by local coda fD(PANSYtiiE SOIL NOTES . L,(odulss elastioRy of 632,OOWpsf S. An relnfardng steels hall have a minimum yield strength of 60,000 psi and shall be bonded (a). Provide a 8' thick bedding layer of non-eohealva permeable material. to grounding grid With approved UL fluted connectors and #e solid copper Wire. (b). Provide a B'thick backfill layer of sand, 1/e'- 3/4' pea gravel, lime chip or other non-abraetve compacted material (c)- The 1'-2' Wide coping shall be t 1 W thick With two layers of (3)#3 rebor With #4 ties SHEET at 2Intervafs in pro-drilled holes around flange extending 3• from Waters-edge and OF bonded to bonding grid With #8 solid copper 3,000ps1 concrete min. (d)_ Provide flexible couplings to plumbing. .r 1 � V 06. 01 Al 1 DIAGRAMdw OU R ACCE53 PIPE SKIMMER LID DECK FINISH DIAGRAM 7 . , � � i �• r� POOL PLUMWNG l v � bb RSRNS 8"-PVC PIPE yeW T R �•'SI otIFcn Is(Y11i�rq - SPA JErSA R�RN5 SKI _ o pRpiN IYV"N 6 l a O I Z'WRAPPED 60170M1f1- e _ N °� $ a V9M FILTER FABRIC < © 25 .� �`•�I $J4C!( RhAA7ERIAL � - U Q 1- !n O c i xx 12 PIAGRAM Ap GRAM 2 14 94Y BE it EDL--NnPELY �IG71titY�i C dAC 9 1 _ �11A� b n�� N 1)fz�10 n `r I'&IPS J c >IPt`•Y?,SL 0 V-0 W Ill NOTES Temporaay fencing shall be Tnatafled and maintained until 4. Minimum 18'straight (horizontal or verticao for future solar rre F AT ordleea of the criteria here. the Thk n to a schematic and piping shall be connected to Ps�ncut child aafety features ane installed prior to heater aWDT vaacrrr(W4 pro set shall complyWith all sections �a B : Gth Edition — Residantlal. rt 1 provide a tunetioning system. There shall be a passing electrical and chUd safety final 6. Recireulatton rotuma mhrimum alta ANSI 16 flow of 8fpe PIPE Tars °� Building, Mechanical, Pium6ingg and Gas U7 Pool shall hold a static Water or air reeaure not lose Inspection prior to flUh1g the Pool or spa With Water t' to 2s Cod oa applicable reapectrvo and �t P B Stammer auction minimum size ANSI 15 flow at than 36 -pal for 1b minutes. per R4601.12.1 i OW shall meet the applicable crRarta In ANSI/APSP 3,4,5,8,7 � � 03 54 °�ed W Pools Moll have pumps selected to provide minimum 12hr and tb standards 7. Surface aklmmer turnover and maximum 0 hour turnover a. [1]�M�iirdrtwm per 0 las 184 1See Information caro a fottached rosiheto attached A. Recirculation ratum s ANSI 15 flow at 8 Suctiofr mTnTmum alze 15 flow at Bfpa 4 238 317 P Pa fic Determine pipe sizing from chart [SEE RIGHfl �e c. May be omitted,1f negative edge or other Weir used s' wo 720 details.ahowing ANSI$7 6c 15 and FBC B. Main drain ANSI 15 flow at Bfps cumparm Innfformation on this sheet The dual maln drains Mall have a minimum separation of aft, e_ /8 AWG solid copper'bond Wire around pool/ 4'-8' below compfles with 8th ED 2017 FBC. unless one is located on the vertical Wall or a single unbloclrabla C_ Vacuum auction ANSI b flow at 8fpe sub grade 11r-24*from Mall and bonded ata[4] 1nb All volu ;a, including 2017 FBC energy drain to used D. Spa suction ANSI b flow at Bfpa mTnlmum to pool per alternative means 680.29(8) )(b) Ails 7 F>DW' canoervatlon code. All auction Covera shall most ANSI/ASME All 12.19.8-2007 E Spa letsupply (aux.) ANSI b flow at 8fpe NIEC 2011 " unk 115 mi"nw PLUMBING UI piping shall be NSF—PW approved and meet the requirements F Spa supply (aux') ANSI B flow at Sfps 9. N no weir overflow to pool a oklmmer must be used in spa mut 7u1tNmm UK AWM Df 1 Bundrng Code 10. Suction outfsh+ ANSI 7 flow ""�M"1D0L1"S Fig NOTES I.,. Minimum tiller alze at ANSI 15 flow o�FEAFitq SPA � Electrical equipment. Wiring and Installation shall conform to the 11, Drain branch piping minimum size ANSI 16 flow at B fps dational Electrical Code 2014 edition 2. [4] pipe diameter minimum straight pipe sized by ANSI 15 12. Optional vacuum Rttigg must have spring loaded cover oR antat Bonding of pool steel and light to fooUn steel shall be flnow at Sipa ,F8nYAfED�0E9gr>FtaW continued to and include.ail pumps and esters 3_ Pump sized by anal 16 selected from opap listing of ANSI 13. Drain brooch minimum size ANSI 16 flow at Bfpa 1pIAaRAM(27 SHEET 15 filtration flow (at low speed) 14. Vacuum auction ANS! 5 flow of 8 fps 40F4 I FouuhpG F (�UTo IUDC.I 5-roCKAPF- ILITYPOLMOUMEaLAN iSCAPE ARCHITECT UR E lioll 0 d. O 41 dv ' d I1! I!daI i I Id d.^•Q�v'���vdd-d�'ad� .b•,<�'a'a"v Qv vI d I QO aQd d+(�q❑/O��P'OCddAO�OIcZ-1l,C2O—II O c O v,ODO ❑v❑o O d O- S_ ID—W•E"/_'�IJ C� W&K REW '23' 'X10'8°X4 11"DP 52' 1 II + O 1 I 1I I - - OT- - — SPACES LANDSCAPE ARCHITECTURE W RCHITECTUr� R14H-r OF WAY 4 d P.O. BOX 456 4 d d � O 1 MIDLAND STREET 0 QUOGUE, N.Y. 11959 AStudio@SpacesLandscapeArchitecture.com 4 IV 32 / UTILITYPOLE d o 17 d d SHEET KEY NOTE S d I 5-roRyd d . d vL- —r ` /V — 'Ae F.•d d 4 ' a d av d d CO TOTAL LOT AzEA: 29,096 5F d o TOTAL ALOWABLE: 5,8195F(ZDV )a4 d d �v d 23.7 _19635F TTAGE: 925FGAZAGrE/GO POOL: 354 5F PATIO: 9555FAvm +10, + 12"COPI TOTAL MOPO5ED: 4,194 5F(14.40 O + + + LAM 00, a POD d LAM 79 d4 4 d d . PA2CIJGa Ell THESE DRAWINGS ARE PROPERTY OF SPACES LANDSCAPE ARCHITECTURE. p d 47 THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL d DRAWINGS ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR d EXPLOITED IN WHOLE OR IN PART.THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER FOR OTHER PROJECTS,ADDITIONS TO THE PROJECT,OR COMPLETION OF THE PROJECT BY OTHERS.THE d. OWNERS AGREES TO HOLD HARMLESS,INDEMNIFY,AND DEFEND THE LANDSCAPE ARCHITECT AGAINST ALL DAMAGES,CLAIMS,AND LOSSES d AT OF ANY REFUSE OF THE PLANS . 4 .4 MICK5HO AND SPECIFICATIONS WITHOUT WRITTEN AUTHORIZATION OF SPACES WdLKWAY LANDSCAPE ARCHITECTURE. A a- LiI. SURVEY INFORMATION 4. MICHAEL W. MIJTO,L15PC 87 WOODVIF-W LAIJE CEIJEZEACH 6L AO #SGTM: 1000-70-6-2, TE: MAY 2017 FIPF 4LADA d 1 ZOJIJGr:Z-40(TOWJ OF 50UTHOLD)WA o d -d 2TTQIJK o -n d I 5ORY NORTH F;Z4mr 288LFY4Mo4UAIzdP00 COFFaM SICK 'd 4A A QC o v dv 1 i IW�JI vR�� �El4 V-:�-A:--5SI�SnI1 :T1O.,�2-' N-1i' 1 �9nw -1f S MACH IS 202 - -+� fi 1 7Q 2. . UWF142021 7-101 oni . 00 0 000 STAMP & SEA e` L 144 . 4 o . \.P4 d ° p dC° d 05TRUC-ruM L) 3775 P E O 0 �WDDD FWCF. a 70�TOLP,WY d j PLAI.LTY POL d ° W _IV U IV ix L F. PLAW :P�=10` z-11 L.-DI . W W 30 RETURN - t Bonding Wire connected to all hardware i WASTE FILTER HAIR&LINT CATCHER Z PUMP SKIMMER N –0 N ' AIN WATER LINE H TE IN APART 112"RETURN TO INLET Ill ER MAIN DRAIN PIPING SCHEMATIC 2"PIPE LIGHT SUCTION ' f ! Complies With: Section R326 of the 2020 Residential MAIN N Code of New York Z.COPING DRAIN " Section N1103.12 (R403.12) Residential nWATER �o Pools and Permanent Residential Spas „ LIGHT t� Aa Section 8326.4 Barriers 8 z'–i" To Section 8326.5–R326.6.5 Entrapment a�Tc1 RADIUS Avoidance S NEP/p� LINDERWA TO DECK O LIGHT FDCRIRE BOX �✓ /� LIGHT NICHE MDRfM Irk L ----- - LIGHT PIT DETAILS 03CONnNVDusu g TESATIr Oc _ PE �o LIGHT NICHE DETAILS(NTS) twnTEW-'. - _-.-� o-a✓�,I�!(ii !l,l�+� ZsFo �Yo�`� -�2� 3p I6��2,) r MAX I /SEED { ! — Jasons Pools •H lug , !I 1;-!!i{11 G.TDZl NS-SWV.LOWEND NF #3 STEEL REI ORCED RAD 25'•RADIUS-DEEP END7\ - •� I!I` 3775 Pine Neck Rd. 3500 PN N/WE51 n 9'aa II II II! ! {lam 5'-05'-0DEPTH < > M{ - • Southold,NY 6•(MllN, A ��a ; —!{i{I I{II{{ {lI,I HORIZONTAL 10" O.C. 10" O.C. I!lil!l II!i!!!` !!!Ilil!�_ I!!!!!I !Ilhll,•l I VERTICAL 10" O.C. 5" O.C. POOL TYPE: 16 x 30 Gunite SCALE: NTS 12" O.C.e.w. OR 12" O.C. e.w. OR JAMES DEERKOSKI P.E. POOL WALL SECTION(NTS) FLOOR MESH EQUIVALENT MESH EQUIVALENT 260 DEER DRIVE DATE: 11/18/2021 MATTITUK, NEW YORK 11952 DRAWING NUMBER 1 OF 2 L4 (,q DEC - 3 2621 BUILDING DEPT TOWN OF SOUTHOLD 1` I