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HomeMy WebLinkAbout0735 ATTUCKS LANE UNIT UNIT 1A - HOTELS/MOTELS Cod Rehab Pc>ol- 3 cl A++vx,K L �-°► 5- ®cD�;-oo A it i!I it OF11HElp� Town of Barnstable RARNSTAB = Board of Health 9 MASS. �A 1639. 200 Main Street rEn nn�r°` Hyannis, MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi May 30, 2008 Joseph Carroll, Director Cape Cod Rehabilitation 735 Attucks Lane Hyannis, MA 02601 RE: Cape Cod Rehabilitation, Lifeguard Modification for the Swimming Pool Dear Mr. Carroll, We will allow you to employ "qualified swimmers," in lieu of the requirement to employ fully certified lifeguards, at your swimming pool located at Cape Cod Rehabilitation, located at 735 Attucks Lane, Hyannis, MA. This includes persons in your pools and includes all other persons within the pool enclosure. The following conditions must be complied with: (1) The pool must be supervised by a "qualified swimmer" all time' the pool is open. We wish to make it clear that this swimmer must be at the pool and cannot be observing from the desk unless another swimmer is provided and. physically present at the pool. This swimmer must be certified in adult, child, and pediatric CPR by the American Red Cross, American Heart Association or equivalent, be familiar with lifesaving equipment and knowledgeable in first aid procedures. (2) All qualified swimmers shall wear orange colored hats or orange colored visors with the words "POOL STAFF" in 15 millimeter (5/8 inch) black colored lettering on the front of the hats. (3) The maximum capacity of the swimming pool is reduced to nineteen (19) persons. (4) You shall maintain a permanent record on a form prescribed by the Board of Health listing each swimmer supervising the pool when it is in use. The attached form must be posted at the pool site in a convenient location to be viewed by the Health Inspector any time inspections are conducted. Q:\POOLS\QUALIF.SWIMMER LETTERS\Pool Modifi Cape Cod Rehabilitation w SwimTest 2008.doc (5) You shall submit a copy of the applicant's insurance policy naming the Town as coinsured in the amount of$1,000,000. (6) All other regulations contained in Chapter V, Minimum Standards for Swimming Pools, must be strictly complied with. (7) The qualified swimmers must hold a current American Heart Association, American Red Cross, or equivalent CPR certificates with training in adult, child, and pediatric CPR. (8) The swimming pool water must be tested for coli form bacteria at least monthly by a certified laboratory. Please be advised that if you exceed this capacity of 19 persons, your modification will be invalid and you will be required to cease operation of the pool. This modification expires December 31, 2008. It is your responsibility to ensure that you request renewal of the variance from the lifeguard requirements each year prior to opening the pool. Sincerely yours, Thomas A. McKean, CHO Town of Barnstable Public Health Division Attachment QAPOOLS\QUALIF.SWIMMER LETTERS\Pool Modifi Cape Cod Rehabilitation w SwimTest 2008.doc FLOOR DRAIN IN EQUIP ROOM Revision REQUIRED - BY CONSERV NOVEIGER T'29M Project Location HARMSTABLE rlTESt ti]ITER LAW MECHANICAL ROOM POOL EQUIP ROOM M.5AT� 2" TO FILTER PUMP General Contractor STANDARD B" WALL `i 6' ® o msERv Ga"m 12' BEAM g PLYNOem STATET rEAemr.MA msso 'o w Consulting Engineer 2" SK WITH EQ imy s vs AVE. 2 TO z em i54 WESTPORT'ns 6—0 JET BENCH FILTER PUM 2-1/2" MD TO JET BOOSTER ® o Engineer's Stamp S WATERWAY POLY 10-OPM W 0 0 CC A ® 500 V LIIHT- SlY 12" 2" SK WITH EQ r2jMD A 7.6.. MD 0 FILTER 4'-2' t f 1B-B• 16'-0' Q Im 0 0 o ml I-4'T U z in =— V1 N 5 N SLOPE 1:12 PS y „']? 34'-6' 0 0 6' N TO FILTER 00 3'-41/2• MD r..t 0� -1 2" BOOSTER SUCTION ~ o a rrhh c ® LIDJ V 4'6" pp X TIP.Elmt Am WALL STEEL 0 12n(w-n=v. F Z 4 FT OEFP S FT DEFP 6 FT DEEP - z 3.� 12" WALL THIS SIDE 5' ® ALL IN WALL PIPING 6� ® a Y �7 PERIMETER DRAIN INCLUDED — 3" WIDE — SSG DECK INCLUDED IN POOL ROOM — BROOM FINISH � 0' is scu E: LAYOUT AND PLAN VIEW SP2 SPECIAL NOTES: NOT INCLUDED IN POOL CONTRACTOR SCOPE POOL DATA Revision SERVICE - STARTUP DATA NN980 7,em CONCRETE REMOVAL - 803 SO. FT OF WATER SURFACE AREA ProiectLocation -LPG OR NATURAL GAS HOOK UP - 25'8" X 34'6" WATERLINE LIFELINE AND FLOATS: 1,life line(s)of 3/8 inch by feet of �Ae�E rlrNas -WATER FOR GUNITE - ONSITE - 29, 956 US GALLONS polyethylene rope with 8 floats.. 7az Enuacs DOMESTIC WATER SUPPLY OR HOOK UP - BATH LOAD 25 SWIMMING / 45 NON SWIMMING tmvacs,NAOnM - LANE AIR HANDLING AND VENTD ATION - 44" TO 72" WATER DEPTH LIFE RINGS:Furnish 2,24 inch Coast Guard approved life General Contractor BECK UPGRADES OR OUTSIDE POOL ROOM - 134' PERIMETER -DRAINAGE IN POOL EQUIP ROOM - 29,715 US GALLONS ring(s)with 1/4 inch throwing rope(30')attached to each p��� Dr- HA UL OU MAD T OF EXCAVATED MATERIAL - WHITE PLASTER INTERIOR - NO TILE BREAK buoy. Model#CG24 W/80030 rLngnti tw-VENTILATION OF ROOM REQUIRED AT GUNITE - 2- 2 BEND STEP RAILS �A>�►•�msso -KEEPING SHELL VET FOR 7 DAYS - 1 LADDER LIFE HOOK:Furnish 1,stainless steel curved rescue hook, _Consultive Engineer HEATER VENTILATION - 1 HANDICAP LIFT - LOLO SPECTRUM 27550 /300LB CAP. "Shepherds crook" style,complete will curved non-telescopingrescue h - 1 SOOV 50' LIGHT sixteen minimum 19 s/�sIDE WE foot POI$ RELATED ELECTRICAL INCLUDED - 1 500V 100' LIGHT (minimum)pole.Model#R191116 w/R221026 s 06M DEPTH MARKING PER LAYOUT PLAN -POOL ELEC PERMIT - 4" TILE STEP AND BENCH TRIM RESCUE TUBE:Furnish 1,premiere rescue tube w/shoulder Engineer's Stamo -BONDING POOL STEEL / EQUIP / HARDWARE - WHITE PLATER INTERIOR FINISH strap clip.POOL LIGHT - 6" WATERLINE TILE TO CHOOSE - D SERIES SUB PANEL IN EQUIP ROOM MIRING ALL POOL EQUIP SPINE BOARD:Furnish 1,spine board,72 inches by 16 5 - I _n -BENCH JET TIMER SWITCH - OUTSIDE WALL POOL MECH ROOM � nches with 6 hand holds and 3 body straps. Head -NO ADDITIONAL ELEC. IS INCLUDED immobilizer is included. Model#SPB1 w/SPB2 DECKING NOTES- FINISH - BROOM IRECTIONS FROM CHELMSFORD OFFICE - APPROX 2HRS AT 98.61 MILES FIRST AID KIT:Furnish_1 24 unit kit. Model#9053000 - POOL ROOM - COMPLETE - RT. 3 SOUTH TO 128 SOUTH POOL RULES SIGN Furnish 1,sets(s)of signs to meet or U - PRE SET ADA/HCLB, LADDER, AND STEP RAILS .�y - 134' CANTILEVER EDGE/ TILE FIRST - TILE STRIP - 93 SPLIT A 3 SOUTH TOWARDS CAPE COD exceed all local and state codes. Model#R231100, - SQUARE FOOTAGE - 810 SEE CSP 2) - CROSS SAGAMORE BRIDGE R230000,R231200,R230800,R230400. ~ 'tt - DRAINAGE Included - 3" track / - STAY ON RT 6 E. ^N - PUMPING IF NEEDED IS INCLUDED P p - TAKE RT 132 EXIT 6 TOWARDS HYANNIS 00- 1 DAY GRADING INCLUDED - APPROX 1 MILE TURN LEFT ON PHINNEY'S LANE VACUUM KIT Furnish 1,22 inch vacuum cleaner with �C - 1 TRAILER MATERIAL IF NEEDED - OR FLOOR DRILLING, - QUICK RIGHT ON ATTUCKS LANE FOR 1/2 MILE adjustable wheels,50 feet of 1 1/2 inch hose and telescoping - FILL MATERIAL ONSITE - 735 ATTUCKS LDOK FOR BARNSTABLE FITNESS aluminum pole. PLUMBING DATA PROJECT COORDINATOR LEAF SKIMMER Furnish 1 fine mesh leaf skimmer with - FILTERS - 2- S7M150 450 SO FT. CARTRIDGE stainless steel frame.EXTRA SET OF CARTRIDES W-4 - MAX FLOW RATE PER FILTER -IOOGPM WALL AND FLOOR BRUSH: Furnish Q L. - 2- 12"XI2" FRAME AND GRATE SAFE MAIN DRAINS PC - THIS FACILITY IS OPEN DURING CONSTRUCTION 1,24-inch wall and O - BACKWASH - NOT REQUIRED WITH CARTRIDGE FILTERS THIS POOL IS BEIUNG CONSTRUCTED INDOORS floor brush constructed of high impact plastic with lastic ilswo O - FILTER PUMP STARITE 3P PFE6HL AND IS EXPECTING A COMPLETION TI �-10WEEKS bristles.Model#R111344 p - FILTRATIO ME FRAME N RATE--170 GPM AT 40 OF HEAD FROM START DATETi - TURNOVER RATE = 3HRS START UP CHEMICALS: 1,initial start up and balancing Ck - FLOAT STYPE AUTO FILL - STUB TO EQUIP ROOM TENTATIVE 1-IS-2007 OPEN DATE- WATER BOX AND 1" PIPE TO EQUIP ROOM chemicals.- JET V 5 WATERWAY ply JET BODIES mrS (Supply chemicals are not included.) ^ - STANDARD WATERWAY JET INSERTS � � O - ONE MASSAGE WAND JET FITTING. PROJECT SUPERVISOR AUTO FILL DEVICE:0,auto fill -Fill spout at pool included � - FILTER BYPASS MANIFOLD from mechanical room. AMJ07 ASME RAYPAK 2100 HEATER WITH INDOOR DRAFT HOOD 800.649.DAVID 8 BO X223 G�HP JET BOOSTER PUMP STARITE 978.479,2890 MBL FILL FUNNEL: 1 6"SCH 80 PVC fill funnel with 3"bottom S t y LOW METER ,- TEST KIT - TAYLOR BB-3369-02 DALongBSouthShoreGunitePools con outlet and 2"overflow. O 4�- I VENT RI - INTERIOR WALL BET. STAIRS it - SKIMMER EQUALIZER LINES - BOTH C CHEMISTRY AND SANITIZATION DATA GUNITE NOTES � a - INLINE RR13MINATOR - ERR13SION .l.d - DEL OZONE TOTAL ECLIPSE CORONA DISCHARGE 03 - INDOOR SHOOT APPROX 6 MOBILES- r� - CHEM CONTROLLER NOT INCLUDED WATER ONSITE O - MANUAL pH FEED - BRING FANS - CONSERV TO ADDRESS VENTILATION ALSO - TAYLOR TEST KIT BB-3368-02 - CONSERV TO KEEP ROOM ABOVE 40 DEG F FOR 10 DAYS • - CONSERV TO SATURATE NEW SHELL 2 TIMES DAILY FOR 7 DAYS SCALE: DESIGN DATA AND SPECIFICATIONS S Pl Recision NOVEMBER 7,E996 Protect Location sAMWAeLE rrrNESS CENTER 735 AT7U=LAZE HYAN IS,MA 02M General Contractor COLtERV GamP DR, am STATE MAD PLYNMTK"A P£AZOVY,M M960 Consulting Engineer TMMY VAUC R 19 VO DSM AVE VESTPOtT,CT 86M 203-454-4376 Engineer's Stamp 35'-6" C� CANTILEVER EDGE �.i � Li DECKING FLEI �..)LDOR DRAIN I—p. DRAIN I ^moo WATER LINE n �O O • — 'coTILE LINE i7 500 V LIGHT SLDPE 1,12 to00 Lj O y0 y 12" walC aTd beam O 11'-6* V > O O � bA � a �I O COO SCALE: 'MV. SECTION FLOOR PR❑FILE SP3 PIPING INTO POOL EQUIP ROOM Revision 8 "amem 7,EDD6 Project Location i q y tLE FITNESS s CENTER 735 AT LANEMYIWQS,HA t12601 F b General Contractor am STATE ROAD PLYMMIM"A PEAIM,MA 90 �+ Consulting Engineer ! LKER 9 V®SIDEE AVE. i� 8'-10 1/2- WESTPORT,CT 06M 203-454-4376 Engineer's Stamp a — EQ LINE so' LIGHT ! ~ N LINE AUTO FILL 00 24" DEEP - SSG WILL DIG, CONCRETE 73" REMOVAL BY OTHER 2" booster suction 6' TRENCH O O O 4" T BACK OF BUBBLE BENCH ^ Vj 00 O \ SSG ELECTRICIAN NOTE 1�1 Ly � 100' LIGHT G / INSTALL BOOSTER PUMP TIMER SWITCH ON OUTSIDE WALL OF EQUIP ROOM BEHIND JET BENCH. TIMER V `p 3„ SETTING UP TO 45 MIN. ^ PANIC BUTTON NOT REQUIRED. T PLUMBER AND PC NOTE. 0000 -SHORT STUB AIRBALL Ly rn -LONGSTUB NO EQUIP SET O y -2"ING CLAMPS� -3" CLAMPS O CONSERV NOTE RE- POOL EQUIP ROOM TRENCH FROM POOL INTO EQUIP ROOM O RET RET RET RET RET RET THROUGH EXISTING CONCRETE IS BY NOT IN SSG SCOPE. 6' WIDE TO MIDDLE OF EQUIP ROOM. Y�F7FR Y E180M DRAIN REQUIRED IN EQUIP ROOM sc.a.e PIPING LAYOUT EQUIP LAYOUT 3' 5' TYP RETURNS sP4 NOT TO SCALE - SEE SPS Revision ADDITI❑NAL NOTES /OVEUER 7•EM NOTES AND SPECIFICATIONS Project Location U=UXPD 2X M DELI(wAm SAFMIAILE fi71E5S 1. All constmction work to conform to rules and regulations of Massachusetts code. 7mm A LAZE •VATER 12"KM TYP WA*=IM 02M LDE TDF 2.Pool shall be wired and grounded in strict accordance with the latest edition of t Article 680 of The National Electric Code. '�•TI" R E Dc 3. Concrete to be placed pneumatically and have a 28-day strength in excess of 3500 PSI. - - TE FMAD PLYIMM.IN M960 _ Consulting Engineer 4.Reinforcing steel to meet ASTM-615 Grad Iwo=tawe 40 quality. Splices are to be lapped T "'r WALKER a minimum of 40 bar diameters. - gA�,R t9 V PORT, AVE 19 VDaDS CT AVE. TSR. 203.45h4376 5. Piping to be NET approved Schedule 40 PVC piping,solvent welded after cleaning Engineer's Stamp with solvent cleaner.All valves to be PVC ball type valves,(unless noted otherwise) - full pipe size and tagged for identification. r� 6 4 D6 6.AM ]R®S. 64 6. This is a NON-DIVING pool "NO DIVING"signs must be posted at both sides J a REUR nd ends of the pool in 4"or larger letters. WAL`AND • 7. Skimmers to be installed with equalizer lines and equalizer valves. Return re t inlets to be 12"or mo below water level. t 8.Pool is to be equipped with the following life saving equipment:two rescue tubes 1/4. 3/8• VlQTE PLASTER - C, - ta standard First Aid Kit,d ross s n 4 unit Re C a in poles,one 2two 15're ch with lines o t 6 g one CPR mask,one spine board,and one extrication collar.The tubes and poles are 12—R H t of the pool b owner.nee a the ends anted on the enclosure fence ,.to be mounted P Y ti 9. Make up water shall be from town or city water supply.Backwash is to be done into a drywell. T ,• h ,- B'TKEK t1= O 10.A sign is to be posted for each pool listing the rules and regulations,hours of operation,bather - capacity and emergency telephone numbers including"911". All bathers will be directed to use CC the showers and lavatories before entering the pool area. �y 12" WALL SECTI❑N - 2 WALLS 11.Toilet facilities are already provided.Sufficient facilities have been provided to meet Massachusetts - SEE PLAN VIEW � ^CS Department of Health Requirements. Showers are provided at the entrance to the pool complex Q L O to serve new pool. AZt VF1RIaC 0 12.Hose bibs with anti-siphon devices shall be provided for deck cleaning. �C VA7EASTOP 13.All pool equipment must have NSF and/or UL labels. 14.All pressure gages and flow meters are to be installed so that they are easy to read.Flow meters must be preceded and followed by minimum distances of straight pipe as indicated on the drawings. f2"TD 1E11t:M JET �� C AM 1 w V 15.Depth markers are to be 4"high non-slip letters and are to be permanently attached on deck and —,c / IV sides of pool above the water line at the locations shown on the plan. VATER 16.DPD chlorine residual kit must be kept on hand at all times. Provide colorimetric test kits capable of determining total alkalinity,pH,and hardness and residual disinfectant. / t/�EERYATER �Oy L / 9'6 9/VJ Lza f 1� 17.Provide electrical interlock between recirculating pump and chemical feed pumps ro stop all / ,y tJ ComtrsT O chemicals if the circulating pump stops.The system must be hard wired. Provide circulating L pump trouble light and hom interlocked to pump starter to indicate pump failure.Circulating / 2- R CV, '.� �. L Arr�v� vA11 1¢aAa r� pump must have a magnetic motor starter with a proper thermal element. fi141m QAIP �R6 WATER DEYTX I S.Ph control for this pool is to be done by a chemical feeder. r0 19.Service outlets in the equipment room and on the outside wall ofthe equipment shed shall be Vl GFCI protected as per the NEC. SCALE WATERWAY JET RETURN & Sr�'7 BENCH LIGHT DETAIL N ReAsion IUVD03E1t 7,2006 IMI rl�a1 W1F— 1 yy�p{. uw aa�-� .>,,_ �ruw Project Location r ■ KYr r vra a� !'�•�-�:>.. )1N06TALE FTTIESS a�°firr 73S ATTU=LANE AUT❑MATIC SKIMMER General Contractor FRONT VIEW COCM GROUP DE FILTERED RETURN DETAIL �i m960 (WALL C❑NFIGURATI❑N) Consulting Engineer vi TDCTNY VALIER r a v rls nt o 19 V®SIDE AVE. VESTP4tT.CT 06NO es s vaa 203-454-4376 Engineer's Stamp ��K •. � s na anmwi 1 C ssw I BSc aaaamn m.a r "" r"�� CANTILEVERED EDGE VISUAL AID a"r 1 aa M _rr m anal ...• •. T T Wan1OR SIDE VIEV SECTION "'•'' LADDER DETAIL c�> r n 1 SKIMMER DETAIL UNDERWATER LIGHT DETAIL c PLAN VIEW COO w rtm oa av .=j L rr�u au O O 0 L aim _T i If v wua�ar na h iMlK m1aM1 4\W `A'I 00 llrt rarr Im Wl I 11WIYDd/// O y . T tur ar[�u raaa-Nr Wy a�maa a waw w s a � � l_ ui�ituc PLAN VIEW L w it"lU>YIn Id SCALE 1•�•'a• TYP. WALL SECTI❑N S YT 6 12' X 12' MAIN DRAIN W/ ANTIV❑RTEX COVER SWIM-LIFT II LESS THAN 6' DEEP Revision NDVD®ER 7.2006 Proiect Location 8'- 10 1 /2" D"�'�F171Ett CENTat 735 ATTUCni LANE General Contractor CCNSERV fiili r DC EM STATE RW PLYInRK NA M960 ng DOMESTIC WATER HOOK UP' BY OTHERS ContsW WAL E�n¢ineer D 19 VtCD=AVE. WEStPORT,CT 06D60 ffiER F71'<UG ADA LDT SUPPLY e0:H54-4376 ► - O Engineer's Stamp AUM FILL TEED ClOo n • •• �VVVV 3' C� 3" ONO 09 4" .. M CECt vALVE p'� � 0 4" -•' Z Q t' O Q 3'CLEARANCE IN FRMIF ff ET.EC a a 4' y o� 0 4„ BR r..N H w I I ca c " o > 0�0 • FLOW METER 4� 4" RETURN TO POOL (5) � c L Q SCALE: EQUIP R ❑ ❑ M LAYOUT SPS PIPING INTO POOL EQUIP ROOM p� Re%ision F tiND®EE 7.E006 `> Pro i ed Location L NESS TANS FIT CENrER 733 ATTU=LANE &j N HYAHDI,NA 026M ' General Contractor 2277 STATE MAD INC_ PLYMMM6 NA PEAS=,MA m%0 N Consulting Engineer TD4IMY VALKER 19 VmDSME AVE 8'-10 1/2' VESTPURT,CT 6 06e80 203-434-437 . emo�o Ma v n a�a Engineer's Stamp o �41 E 1 LINE Rj r /LIGHT N LINE AUTO FILL pp 1I 24" DEEP - SSG WILL DIG, CONCRET CS 3" REMOVAL BY OTHER 2" booster suction 6' TRENCH 0 O O 4" T HACK OF BUBBLE BENCH SSG ELECTRICIAN NOTE- / 100' LIGHT y INSTALL BOOSTER PUMP TIMER SWITCH ON OUTSIDE rl c} WALL OF EQUIP ROOM BEHIND JET BENCH. TIMER 3„ SETTING UP TO 45 MIN. ^^ PANIC BUTTON NOT REQUIRED. 00 T h > p PLUMBER AND PC NOTE- -SHORT STUB AIRBALL �r dd -LONGSTUB NO EQUIP SET . F -BRING STRUT i -2" CLAMPS -3" CLAMPS Q L, CONSERV NOTE RE, POOL EQUIP ROOM a TRENCH FROM POOL INTO EQUIP ROOM RET RET RET RET RET RET THROUGH EXISTING CONCRETE IS BY NOT IN SSG SCOPE, 6' WIDE TO MIDDLE OF EQUIP ROOM. r AFIER r[ieow DRAIN REQUIRED IN EQUIP ROOM scrLr: 3' S TYP RETURNS' PIPING LAYOUT EQUIP LAYOUT SP4 NOT TO SCALE - SEE SPS FLOOR DRAIN IN EQUIP ROOM Revision REQUIRED - BY CONSERV NOV000 7•2W Project Location BARNSTA➢LE MESS MECHANICAL ROOM POOL EQUIP ROOM 735tnl3a LAw 2" TO FILTER PUMP D General Contractor STANDARD 8" WALL `i , r cnuElm GFMM Di- 12' BEAM v 6 ® g PLK M FMAD A Y PEAD®Y.MA M960 ® o w Consulting Engineer 2" SK NTH EQ � TDC"VAL10ER 6:: JET BENCH a 2" TO ® Z t CT 6A068B0 FILTER PUMP 2-1 2" MD TO JET BOOSTER w / o Engineer's Stam 5 wAlEtrwAY Par to-av � w �j 0 ® FLI�HT- 50' 2" SK NTH EQ r2:"M A 7.6.. MD 4'-2• C� 0 FILTER ADA ►^ 18'-6" 16'-0" < �I � oCL �o HLn 4"T Ca a 2.5' EnSLOPE 1:12 1194 BAR0 a w r�l T 34'-6" u0i m 0 L O 000 _C 00 0 3'-4 1/2" T� MDR {�� 01 0 0 2" BOOSTER SUCTIONEL T W cri ® } ao X TYP.FLDDR AND WALL STEEL 4 6 o to—AL—nrEV. LA ER rn JL Q a� Z 4 FT DEEP 5 FT DEEP 5 Fr DEEP z 3 5Q 12" WALL THIS SIDE 5, ® ALL IN WALL PIPING 6, ® a le �7 U o PERIMETER DRAIN INCLUDED — 3" WIDE — SSG DECK INCLUDED IN POOL ROOM — BROOM FINISH �_ } 0 m M co SCALE LAY❑UT AND PLAN VIEW SP2 S - Revision NOVEMMM 7.2006 Proiect Location B NESS ABLE FIT 737 ATnJCXS LANE HYAN IS.MA 026M General Contractor . CV6EAV rKnlP INC. 2M STATE ROAD PLYMVM.NN PEARMY,NN 0196a Consulting Engineer TDGTHY VAlJMR 19 VOM=E AVE. 203•'�-J376 CT�� Engineer's Stamp 35'-6" CANTILEVER EDGE V DECKING �'� OOR DRAIN 1.— L. WATER LINE Ui DRAIN 0 ao - TILE LINE o h QO w 0 500 V LIGHT o SLOPE 1.12 coo C O W 12" wall o d beam C V `c �o � o � 00 rA O a r! c t_. „� as 0 SULE A SECTION FLOOR PREIrILE SP3 r 0 0808-09 (008) o � W VZ8i0 TIV `PaoJswiagD "OAV ssaa�oad L ^� al a u �� W *aul `LdS 7y Iood ajiunq a.iouS ujnoS N. <l d l a Q a a i op o � Qw W 0 � M J o o Li ^ ro D ro T-Ns w N \ (?-AS e � R O o � m a si r w 00 a � o Q 3 � U F cn , w o sLmi�a o O O £o 13Ndd 0313 �LI le .i Revision Proiect Location DEM SLO-ES 2%TD DEER DRADI SAMMA➢lE FMI SS mrzAR •VATFR 733 =ATTU=MA ZE LA LDE TILE 12'•IEAM TYP I MYANQS,IM 02601 General Contractor 9,5// 3--4•n'P cmamm M"DC 2m STATE ROAD PLYMMITK IAA 01960 Consulting Engineer _ TD4NM VALISR /JDt 19 WOODS E AVE VE'STPOti CT 06M TrP. 203-454-4376 Engineer's Stamp • •4 SEM REAM 3 RDDS,6.OC. 04 ROM ROM 6" TILE LINE AO TLm' 1/4•To a/r VWTE PLASTER V 18" WIDE N TOP STEP R T«; ti. Z. 00 14 1' TYP, L TREAD 12" WALL SECTI❑N — 2 WALLS SEE PLAN VIEW WIDTHAll VEMIM o � c 10" RISERS "A"'=°P a" TYP, HANDRAIL SECTION VIEW "��" —1 a VATER e8• �I C� d LPOMATM 3 IF3/4•J LIIitT /rl NOTES 2ALLp3Ei�R R6 VATER a 0 SCAM WATERWAY. JET RETURN & T BENCH LIGHT DETAIL r -------_ ---- -- -- —- - _ _ _ 9000 O Q O co LO U CV LO O CO SPRINKLERcb co &1010 (10 - I o m ° C0 o LO ay ° — STOR 119 STOR 118 STOR 117 >1 F— U) N CV POOL NOTES: L UNDRY STOR 122 1 . POOL SHALL HAVE CONCRETE WALLS WITH VINYL 116 LINER THICKNESS AS APPROVED BY OWNER CHANGE 2. SLOPE POOL DECK TO PERIMETER DRAIN! CAST 121 IN CONCRETE SLAB 16'-0" 14-1 1/2" D W 3. EXPOSED STRUCTURE TO BE SHOP PRIkED AND o FIELD PAINTED WITH EPDXY COATING All ' SURFACES TO PROTECT STEEL 1 LADDER 00 4. POOL WALL ENCLOSURES TO BE INSULATED FULL W FDIlly 1 HEIGHT AND SHALL RECEIVE ZERO PER VAPOR ti' / BARRIER BEHIND GYP BOARD ON POOL ;SIDE o LOCKERS 16'-0" 19'-6" 125 4, w z IL u Ll SLOPE DOWN 1: 12 POOL a � 120 A 4 FDea � �— STEPS I� A x COPING (STONE or CONCRETE) i LOCKERS 127 REVISIONS ISSUED FOR PERMIT I � 1 5-22-06 ' CAST IN PLACE PERIMETER DRAIN PER OWNER NITG 2 .5-26-06 A A4 DWG. INFO. DATE 5-22-06 SCALE 1/4"=1'-0" DRAWN CADD CH" ALT DUCT LOC'N EXPOSED BAR JOIST AND DECK LEXPOSED BAR JOIST AND DECK SHOP PRIMED WITH EPDXY PAINT - SHOP PRIMED WITH EPDXY PAINT APPRVD COATING FINISH (ALL SURFACES) COATING FIN1`. H (ALL SURFACES) o O i AIR DUCT00 AIR DUCTS IN FLOOR 00 COPING ENCASED IN CONCRETE? COPING FLOOR DRAIN WATER LINE FLOOR DRAT FLOOR DRAIN WATER LINE cp O . • 4.. O N 00 EXTEND FOOTING ® COLUMN I i CONCRE fE WALL NEAREST POOL / U' SLOPE 1:12 .' c0 AV F.D. .• SHEET TITLE: 4'-6" 11'-6" 16'-6" 3'-0" POOL SECTIONS POOL SECTION WITH CONCRETE WALLS B SECTION SHEET & JOB #: A SECTION A-4 355 Revision South ShoreGu nite Poo ls . com NOVEMBER 20, zoo6 DAL O O Project Location BARNSTABLE FITNESS CENTER 735 ATTUCKS LANE HYANNIS, MA 02601 General Contractor CONSERV GROUP INC. BARNSTABLE FITNESS CENTER 2277 STATE ROAD PLYMOUTH, MA PEABODY, MA 01960 735 ATTUCKS LANE Consulting Engineer TIMOTHY WALKER 19 WODDSIDE AVE. ANNIS � MA 02601 WESTP�RT, �To688o 203-454-4376 Engineer'sw10 Stamp 3� NOF M� 43pN Z TIMOTHY WALKER s CIVIL p� yNo. 3 6 STEP ,e FBBMMI.t I CNN CONSERV GROUP INCI 2 ' 2 7 7 STATE ROADUll-r U WN Poo N. A 6 FD V -A,--- UT IVI p - o PEABODY ) , MA 01960 , • o 0 0 T I M [I T WALKER � � a 19 W ❑ �J ,DSIDE AVEI � WESTPORT ) CT 06880 2 0 3 4 \:--) ,4- 4 3 7 6 1/2 UNLESS OTHERWISE SPECIFIED DRAWING BY. DAVID LONG APPROVED BY VCR DATESpo t7- Revision NOVEMBER 20, 2006 SPECIAL NOTES: NOT INCLUDED IN POOL CONTRACTOR SCOPE POOL DATA SERVICE STARTUP DATA DAL - 803 SQ, FT OF WATER SURFACE AREA LIFELINE AND FLOATS: 1 , life line(s) of 3/8 inch by feet of Project Location CONCRETE REMOVAL- - BARNSTABLE FITNESS - LPG OR NATURAL GAS HOOK UP - 25* 8*"' X 34"6"" WATERLINE polyethylene rope with 8 floats. CENTER ABLE WATER FOR GUNITE - ONSITE - BATH LOAD 25 SWIMMING / 45 NON SWIMMING 735 ATTUCKS LANE - DOMESTIC WATER SUPPLY OR HOOK UP - 4411 TO 72" WATER DEPTH LIFE RINGS: Furnish 2, 24 inch Coast Guard approved life HYANNIS, MA 02601 - AIR HANDLING AND VENTILATION - 134" PERIMETER General Contractor - DECK UPGRADES OR OUTSIDE POOL ROOM - APPROX 29.,715 US GALLONS ring(s) With 1/4 inch throwing rope (30 ) attached to each CONSERV GROUP INC. K R - WHITE PLASTER INTERIOR - NO TILE BREAK 2277 STATE ROAD - DRAINAGE IN POOL EQUIP ROOM buoy. Model PEABODY, , MA- HAUL OUT OF EXCAVATED MATERIAL - 2- 2 BEND STEP RAILS MA 01960 - VENTILATION OF ROOM REQUIRED AT GUNITE - 1 LADDER LIFE HOOK: Furnish 1 , stainless steel curved rescue hook, ' - - 1 HANDICAP LIFT - LOLO SPECTRUM 27550 /300LB CAP. Consulting Engineer KEEPING SHELL WET FOR 7 DAYS - - 1 50OW 100" LIGHT "Shepherds crook" style, complete with non-telescoping TIMOTHY WALKER HEATER VENTILATION 19 WOODSIDE AVE. - DEPTH MARKING PER LAYOUT PLAN sixteen foot (minimum) pole. Model #11191116 wiR22,1026 WESTPORT, CT 06880 — 411 TILE STEP AND BENCH TRIM POOL RELATED ELECTRICAL INCLUDED - 41** TILE LINE AT 5" DEPTH 203-454-4376 RESCUE TUBE: Furnish I , premiere rescue tube w/shoulder - WHITE PLATER INTERIOR FINISH Engineer's Stamp - POOL ELEC PERMIT T - 6" WATERLINE TILE TO CHOOSE D SERIES strap clip. - BONDING POOL STEEL / EQUIP / HARDWARE of Masi POOL LIGHT - 1., 500w WITH 100' CORD t►Motw rye SPINE BOARD: Furnish I , spine board, 72 inches by 16 6VIL 3 SUB-PANEL IN EQUIP ROOM r 31376 0 WIRING ALL POOL EQUIP inches with 6 hand holds and 3 body straps. 'Head 'I$- V BENCH JET TIMER SWITCH - OUTSIDE WALL POOL MECH ROOM immobilizer is included. Model #SPB1 w1SPB2 NO ADDITIONAL ELEC. IS INCLUDED DECKING NOTES DIRECTIONS FROM CHELMSFORD OFFICE APPROX 2HRS AT 98.61 MILES FIRST AID KIT: Furnish 1 , 24 unit kit. Model, # 9053000 - FINISH - BROOM - POOL ROOM - COMPLETE RT, 3 SOUTH TO 128 SOUTH POOL RULES SIGN Furnish 1 , sets(s) of signs to meet or - PRE SET ADA/HCLB LADDER., AND STEP RAILS - 93 SPLIT TO 3 SOUTH TOWARDS CAPE COD exceed all local and state codes. Model # 031100, - 134" CANTILEVER EDGE/ TILE FIRST TILE STRIP CROSS SAGAMORE BRIDGE R2300009 R2312009 R2308009 R230400. - SQUARE FOOTAGE = 810 SEE (SP 2) STAY ON RT 6 E. DRAINAGE included - 3" track p/p TAKE RT 132 EXIT 6 TOWARDS HYANNIS VACUUM KIT Furnish 1 , 22 inch vacuum cle8'ner with - PUMPING IF NEEDED IS INCLUDED APPROX 1 MILE TURN LEFT ON PHINNEY'S LANE — - 1 DAY GRADING INCLUDED QUICK RIGHT ON ATTUCKS LANE FOR 112 MILE adjustable wheels, 50 feet of 1 1/2 inch hose telescoping ,I CA • - - 1 TRAILER MATERIAL IF NEEDED OR FLOOR DRILLING 735 ATTUCKS LOOK FOR BARNSTABLE FITNESS aluminum pole. FILL MATERIAL ONSITE PLUMBING DATA PRIIJECT COORDINATOR LEAVSKIMMER Furnis' h I -- fine mesh leat.` ,n,,rnmer With PC stainless steel frame. - FILTERS 2- S7M150 450 SQ FT. CARTRIDGE - EXTRA SET OF CARTRIDGES WALL AND FLOOR BRUSH: Furnish 1 , 24-i'nch wall and MAX FLOW RATE PER FILTER -1000PM PC THIS FACILITY IS OPEN DURING CONSTRUCTION floor brush constructed of high impact 11;6stic w ith plastic 2- 12" Xi2"" FRAME AND ANTI VORTEX MAIN DRAIN COVERS BACKWASH - NOT REQUIRED WITH CARTRIDGE FILTERS THIS POOL IS BEIUNG CONSTRUCTED INDOORS bristles. Model #R1 11344 FILTER PUMP STARITE 3P PFE6HL AIND IS EXPECTING A COMPLETION TIME FRAME OF 8-10 WEEKS mom FROM START DATE. FILTRATION RATE--170 GPM AT 40' OF HEAD TURNOVER RATE = 3HRS TENTATIVE 1-15-2007 OPEN DATE START UP CHEMICALS: I , initial start up and balancing *P* FLOAT STYPE AUTO FILL - STUD TO EQUIP ROOM chemicals. to WATER BOX AND 1" PIPE TO EQUIP ROOM (Supply chemicals are not included .) JET BOOSTER FROM 411 MAIN DRAIN 5 WATERWAY POLY JET BODIES 4 STANDARD WATERWAY JET INSERTS AUTO FILL DEVICE: 0, auto fill - Fill spout at pool included ONE MASSAGE WAND JET FITTING PROJECT SUPERVISOR — .404 from mechanical room. 407 ASME RAYPAK 2100 HEATER WITH INDOOR DRAFT HOOD DAVID LONG 05 - 2HP JET BOOSTER PUMP STARITE 800.649,8080 X223 FILL FUNNEL: 1 6" SCH 80 PVC fill funnel with 3" bottom rA - FLOW METER- BLUE & WHITE 60-240 GPM 978.479,2890 MBL C - TEST KIT TAYLOR BB-3368-02 DALong@SouthShoreCiun'itePools.com outlet and 2" overflow. - VENTURI 1.5" TO EQUIP ROOM - SKIMMER EQUALIZER LINES BOTH CHEMISTRY AND SANITIZATION DATA GUNITE NOTES Iwo - INLINE BROMINATOR - ERROSION - DEL OZONE TOTAL ECLIPSE CORONA DISCHARGE 03 - INDOOR SHOOT APPROX 6 MOBILES - CHEM CONTROLLER NOT INCLUDED - WATER ONSITE - MANUAL pH FEED - BRING FANS - CONSERV TO ADDRESS VENTILATION ALSO - TAYLOR TEST KIT BB-3368-02 - CONSERV TO KEEP ROOM ABOVE 40 DEG F FOR 10 DAYS - CONSERV TO SATURATE NEW SHELL 2 TIMES DAILY FOR 7 DAYS SCALE: 1/211 if UNLESS OTHERWISE SPECIFIED DESIGN DATA AND SPECIFICATI [INS i e r 4 LC � Revision FLOOR DRAIN IN EQUIP ROOM NOVEMBER 20 2006 u C"uj REQUIRED - BY CENSERV DAL Project Location BARNSTABLE FITNESS CENTER - MECHANICAL ROOM POOL EQUIP ROOM 735 ATTUCKS LANE 2 " TO FILTER PUMP HYANNIS, MA 02601 General Contractor STANDARD 8" WALL w 6 Q CONSERV GROUP INC. 12 BEAM —� 2277 STATE ROAD PLYMOUTH, MA U PEABODY, MA 01960 0 o Consulting Engineer 4 ' NNWw 2" SK WITH EQ (n TIMOTHY WALKER ,� Lt-1 19 WOODSIDE AVE. 2 TO Z WESTPORT, CT 06880 6'-0" JET BENCH FILTER PUMP 203-454-4376 w t n Engineer's Stamp 5 WATERWAY POLY 10-GPM .. { O 0 tJl! , ( O LAN aF Mqs CJl ,j TIMOTHY 9 NALKER CIVIL o y urn /� J ND, 31376 O f1 " 2" SK WITH EQ 12 A fs ,awt�, 4,p M p , 7'6" 10 4 - 2 TO FILTER CJ SPECTRUM ADA LIFT » 1 6'-0" 1 w R O E O — TILE/LANES/TARGETS B ADDENDUM Q �Q co w z LO. is i N N U 111 SLOPE 1 12. � yI , G R _ 12 U Ld #4 BAR O m ® ° Qw 6, 00 TO FI LTER 0 S- 4 1 /2" MD 0 4" TILE LINE AT 5' DEPTH •t�l '•�: �'�" J 12• X FLOOR AND WALLS °L -ul / CL� w z 6 C�0 w � 4 � W TYP, FLOOR AND WALL STEEL '' 12''x12' ❑.C.E.w. LAD ER o - d in in I qd In Piz 0 4 FT DEEP 5 FT DEEP 6 FT DEEP z 12" WALL - THIS SIDE ALL IN WALL PIPING z 3 , 5@- 5 ' @ 6 ' po pal U w w � PERT _ „ _ _ � METER DRAIN INCLUDED 3 WIDE SSG DECK INCLUDED IN POOL ROOM BROOM FINISH Qfl C� 1/2" = 1' SCALE: UNLESS OTHERWISE SPECIFIED Revision NOVEMBER 20, 2006 DAL Project Location BARNSTABLE FITNESS CENTER 735 ATTUCKS LANE HYANNIS, MA 02601 General Contractor CONSERV GROUP INC. 2277 STATE ROAD PLYMOUTH, MA PEABODY, MA 01960 Consulting Engineer TIMOTHY WALKER 19 WOODSIDE AVE. WESTPORT, CT 06880 203-454-4376 Engineer's Stamp qH OF 04s, 9 i 2 TIMOTHY 6G E WALKER CIVIL v �' 0. 3137640 t Rye GST�� 3 5,- 6„ CANTILEVER EDGE DECKING -FLOOR DRAIN 1 -0 FLOOR WATER LINE Lq r� DRAIN 0 O 6 Z - 0 i _E BEN °° TILE z .. LINE � INN SLOPE 1:12 © Q 12" wall a d beam 11 - 6 4 - 6 21 P* P= . o a� o d N wi A cu P= P= �o *M) O SCALE: 1/2" = it UNLESS OTHERWISE SPECIFIED A SECTION PIPING INTO POOL EQUIP ROOM Revision NOVEMBER 20, 2006 DAL Project Location Qv-4 BARNSTABLE FITNESS w CENTER PI E3 1 735 ATTUCKS LANE W z < w z w 0­4 HYANNIS, MA 02601 D z ru cu < w _j 0i X: u General Contractor U U w z v_4 P-4 C3 W 0 —i C-) w LJ 0 LO CONSERV GROUP INC. 0 0 CL 0 X: Li Z) x 2277 STATE ROAD Li w C3 x CL m PLYMOUTH, MA C3 L3 y PEABODY, MA 01960 (y) (Ij _j 11'd 0 Consultmg Engine.. 8'- 10 �2" TIMOTHY WALKER 1 19 WOODSIDE AVE. WESTPORT, CT 06880 203-454-4376 DOMESTIC WATER HOOK UP BY OTHERS Engineer's Stamp am art sAftr 3#` mm m r 0 m Q 10 0 vwvc I u TIMUIMT WALKER V, CIVIL Ajor F Ito i 0_jv us QOD EQ3o# w LINE azc b n" BR v 71) 3*renm u� o JETS 'sl 01 Lo LINE AUTO FILL of __4m ava off— J! 24/' DEEP SSG Z • ILL DIG., CONCRETE WOO REMOVAL BY OTHERS 6" TRENCH , PMO PC r 4// T BACK OF BUBBLE BENCH SSG ELECTRICIAN NOTE 1001 LIGHT INSTALL BOOSTER PUMP TIMER SWITCH ON OUTSIDE WALL OF EQUIP ROOM BEHIND JET BENCH, TIMER `Q 4// SETTING UP TO 45 MIN, pt 0 PANIC BUTTON NOT REQUIRED. PLUMBER AND PC NOTE: N"wool -SHORT STUB AIRBALL w -LONGSTUB NO EQUIP SET -BRING STRUT -211 CLAMPS p= w -311 CLAMPS 0 CONSERV NOTE RE., POOL EQUIP ROOM RET RET TRENCH FROM POOL INTO EQUIP ROOM RET RET RET RET THROUGH EXISTING CONCRETE IS BY NOT IN SSG SCOPE. 61 WIDE TO MIDDLE OF EQUIP ROOM, 2" AFTER 3'-' ELBOW DRAIN REQUIRED IN EQUIP ROOM 1/211 SCALE: UNLESS OTHERWISE SPECIFIED P I I N G LAY [IUT EQUIP LAYOUT P4 3 5' TYP RETURNS NOT TO SCALE SEE SP5 Revision NOTES AND SPECIFICATIONS NOVEMBER 20, 2006 DAL 1. All construction work to conform to rules and regulations of Massachusetts code. Project Location 2. Pool shall be wired and grounded in strict accordance with the latest edition of BARNSTABLE FITNESS Article 680 of The National Electric Code. V CENTER 735 ATTUCKS LANE HYANNIS, MA 02601 3. Concrete to be placed pneumatically and have a 28-day strength in excess of 3500 PSI. General Contractor CONSERV GROUP INC 2277 STATE ROAD 4. Reinforcing steel to meet ASTM-615 Grade 40 quality. Splices are to be lapped PLYMOUTH, MA 01960 a minimum of 40 bar diameters. DOMESTIC WATER HOOK UP BY OTHERS Consulting Engineer WALKER M TIOTHY 5. Piping to be NSF approved Schedule 40 PVC piping, solvent welded after cleaning TIMOTHY OTHY IDE AVE. with solvent cleaner. All valves to be PVC ball type valves, (unless noted otherwise Q WESTPORT, CT 06880 full pipe size and tagged for identification. ADA LIFT SUPPLY o 203-454-4376 3 • C a Engineer's Stamp 6. This is a NON-DIVING pool "NO DIVING" signs must be posted at both sides P � p AUTO FILL FEED / and ends of the pool in 4" or larger letters. oof ly4s (� TIMOTHY WALKER CIVIL ^_ 7. Skimmers to be installed with equalizer lines and equalizer valves. soLaTlo N . 31376. Return inlets to be 12" or more below water level. u VALVE o On JAL. 0 I 8. Pool is to be equipped with the following life saving equipment: two rescue tubes d e with 6' lines, two 15' reaching poles, one 24 unit Red Cross standard First Aid Kit, one CPR mask, one spine board, and one extrication collar. The tubes and poles are 4 to be mounted on the enclosure fence at the ends of the pool by owner. 0 W 0 0 � > 9. Mak C/ e up water shall be from town or city water supply. Let down water is to be done into a drywell Q > Cartridge cleaning to be done in janitor or mop sink. 00 a4 10. A sign is to be posted for each pool listing the rules and regulations, hours of operation, bather 00 0 capacity and emergency telephone..numbers includin 411 All will be directed t use g yg o t. 3 the showers and lavatories before enteringthe pool area. r� . DZDNE. W 11. Toilet facilities are already provided. Sufficient facilities have been provided to meet Massachusetts W SIGHT o Department of Health R ,� GLAss p Requirements. Showers are provided at the entrance to the pool complex o Q to serve new pool. w o O FLOW TO WAST � 0 12. Hose bibs with anti-siphon devices shall be provided for deck cleaning. Q `` METER W P=14 13. All pool equipment must have NSF an&or UL labels. U Z LiBR p 4 *P* 14. All pressure es and flow m ' W meters are to be installed I p d so that g� are easy to read. Flo .,w meters � y W 3 RETURN TO POOL I 4 must be preceded and followed by minimum distances of straight pipe as indicated on the drawings. •� a 15. Depth markers are to be 4" high non-slip letters and are to be permanently attached on deck and CoerT `••� JETS sides of pool above the water line at the locations shown on the plan. Q _J 16. Bromine residual kit must be kept on hand at all times. Provide test kits o � capable of determining total alkalinity, pH, and hardness and residual disinfectant. 0 P4 17. Provide electrical interlock between recirculating pump d errosion b omine feeder to stop all Q ELEC NOTES TIMER SWITCH W) .chemicals if the circulating pump stops. The system must be-ham- red. Provide circulating ❑UTSIDE WALL pump trouble light and horn interlocked to pump starter to indicate pump failure. Circulating FOR JET BOOSTER P= pump must have a magnetic motor starter with a ro er thermal element, • . Ph control for this,pool s.to._be done manually:�:, 0 19. Service outlets in the equipment room and on the outside wall of the equipment shed shall be GFCI pLotected as er the NEC. SCALE: lyn = 11-0„ UNLESS OTHERWISE SPECIFIED - _I __J TOP OF GUNITE Revision OR SWIMOUT SHELF NOVEMBER 20, 2006 DAL 14' WATERSTOP WATER LEVEL 'CAPSTONE' ADJUSTABLE--�� STYROFOAM Project Locatlon 6' TILE 12• EYEBALL CANTILEVER FORM. MINIMUM WATER SUPPLY BARNSTABLE FITNESS 2' EQUALIZER MOUNTING 0 PLATE p; 5.D. 735TATTUCKS LANE WT — — —____= 1'-s• HYANNIS, MA 02601 z/z 2' General Contractor AUT ❑ MATIC SKIMMER CONSERV GROUP INC FRONT VIEW �//� 2277 STATE ROAD I //� FILTERED RETURN DETAIL ' THICK-' PLYMOUTH, MA 01960 STYROFOAM ( WALL CONFIGURATION ) BOND BREAKER 12, Consulting Engineer SEALANT REINFORCE W/ TIMOTHY WALKER TYP. 1 X 6 BOARDS 1 THICK 19 WOODSIDE AVE. CANTILEVERED OAM CONCRETE DECK S YR LEDGER R WESTPORT, CT 06880 TOP OF GUNITE 203-454-4376 • . NOTE, Engineer's Stamp EQUALIZER & FLOAT VALVE 12' FOR WATER DEPTHS OF 7-0' ' OR LESS, THESE DIMENSIIONS 3' OF 3/4' MAY BE ADJUSTED BY or . . ' CONDUIT 3 TREAD • 26• A QUALIFIED SUPERVISOR. CANTILEVERED EDGE VISUAL A I: D C w � I TO PUMP 8, 311 VIEW - NOT TO SCALE �; � SUCTION 2' EQUALIZE 1' VERTICAL • , •.. �ist� r ADJUSTMENT No I OF FRAME TO SIDE VIEW ACCOMMODATE 'as,orA ' MISALIGNMENT 12• o� SECTION - UNDERWATER LIGHT FINISHED POOL WALL APPROVED : :1 GROUND CLAMP 2 - #3 E.W. p WALL REBAR 29 - LADDER DETAIL 209, TO 30' o � f ' SKIMMER DETAIL UNDERWATER LIGHT DETAIL PLAN VIE , I CHAIR ROTATED OVER DECK n 6'x6' pm* � O #10 WIRE MES O M FLIP UP OUTER ARM O40 12' X 12' _ � WATER STOP / DRAIN HOLE IN SEAT SHELL 11• ' " CANTILEVERED ANTI-VORTEX • • 6 CONCRETE DECK ' 8' 1%*1 6' WATER 6, t 12' THICK •, 8 LINE TILE #� FLOOR 2'NPT ABS THICK 1 • HYDROSTATIC f FLOOR / ' ELIEF VALVI :` SEE PIPING/PLUMBING• �� O # 4 BOND BEAM 45• TYP. p DIAGRAM FOR PIPE SIZE 3 RODS, 6' O.C. ADJUSTABLE FOOTREST • i R33 O / #4 REBAR RODS WALLS AND FLOOR 4' � VALVE CONTROL LEVERS 8 • • COLLECTOR 12' TUBES FINISHED POOL WALLrA O ADJUSTABLE BASE STAND Z#4 BAR 12' 3/8' TO 1/2' ADJUSTABLE ANCHOR ASSEMBLY WHITE PLASTER FINIpo PRESSURE FOOT :. RADIUS VARIE 12- P= c no 3D VIEW 0 T— NOT TO SCALE 1' • . ' ' • • v 12' 8' THICK FLOOR •, • . O OPEN AREA THROUGH GRATING = 31 SO. IN. REMOVABLE WHEEL VALVE BOX WITH ASSEMBLIES 30 VALVED 3/4' HOSE BIB 5 FLOW RATE (@ 1.5 F.P.S.) = 147 G.P.M. 12' DEEP CRUSHED STONE OR GRAVEL BASE PLAN VIEW SC CHAIR ROTATED 180• INTO POOL UNLESS OTHERWISE SPECIFIED TYP , WALL SECTION 12 " X 12 "' MAIN DRAIN W / ANTIVORTEX COVER _ THAN 6 ' DEEP SWIM LIFT II -------------- LESS _ _ Revision NOVEMBER 20, 2006 DAL DECK SLOPES 2% TO DECK DRAIN Project Location 9 S BARNSTABLE FITNESS 6" WATER 12" BEAM TYP CENTER LINE TILE 735 ATTUCKS LANE 3,5" - 4" TYP HYANNIS, MA 02601 ,�II 3 - 1 / 2 DECKING General Contractor • " • ° CONSERV GROUP INC 2277 STATE ROAD D ° PLYMOUTH, MA 01960 • > • . p.. . X" THICK FOAM BOND BREAKER Consulting Engineer • • •O P ♦ D. D . TIMOTHY WALKER TYP. 19 WOODSIDE AVE. WESTPORT, CT 06880 p• • ° LA •p• •4 203-454-4376 1 •° • •° • • •0 ♦ D • •• • ll 5" # 4 BOND BEAM • '• p•• Engineer's Stamp i i 3 RODS, 6" O.C. 6 TILE LINE •° r •O ° 8" ♦p, r ° a• #4 REBAR RODS WALLS AND FLOOR °: • . . , __ s9 Tin�oTwri cy i0 °' � WALKER. CIVIL T■ � �° No. 31376 , v R f • • i Ali •4 1 -6 fr w S/fJNAI 8' 1/4" TO 3/8" •° WHITE PLASTER FINIS • ° 12" . 12"R D /it A N #4BAR 12' 00 1 . TYPI 8" THICK ° : , ' �• � D • D 7" FLOOR • ° . D D'' . • • p p • p D - - i 12 WALL SECTI ❑ N - 2 WALLS SEE PLAN VIEWS I V 1' low ;6o o coo WATERSTOP HANDRAIL SECT11IN VIEW AIR VENTURI HARFORD LOOP BEHIND POOL 12" TO BENCH JET CE TER Q 1.5" TO EQUIP ROOM 18FIELD NOTES " WATER 2.5" TOP OF BENCH P= T O WATER DEPTH SCALE: 172"= 1'-V" UNLESS OTHERWISE SPECIFIED WATERWAY JET RETURN & BENCH LIGHT DETAIL _-- -_- _