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HomeMy WebLinkAbout18 HEATHERWOOD DR P RHIT M DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVED DISAPPROVED 1540 SULLIVAN AVENUE 644-2511 Ext . 230 Date Building Ins ector Application must be printed or typed 1 . LOCATION OF JOB N- Meiornr w(57 o FEE SCHEDULE No . Street $ 0 - $1 ,000 - $10.00 Floor Apt . No . Over $1 ,000 - $10.00 � /� S per $1 ,000 or 2 . OWNER fraction thereof ,[ 4 . APPLICANT �j [ Lg L /Q 1-c Z 5 . ADDRESS y (6' Hd�'K Z2(• SEP 0 8 2008 6. ESTIMATED COST $ Cr-) South Windsor 7 . IS THIS A CONTRACT COST '>L BUILDING DEPARTMENT Y e s No 8 . FEE ENCLOSED $ j 9 . TYPE OF BUILDING : � � RESIDENTIAL COMMERCIAL. 10 . TYPE OF JOB : Original Installation ; Alteration/Addition/Repair RD 1A 11 /88 :APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB ( o Ht ww hFc c,— c, 0"y ,0(. NO. STREET APT. N0 , 12 . TYPE OF INSTALLATION 13 . SIZE OF MAIN FEEDER 14 . NO . OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16 . NO . OF POWER LOOPS 17 . NO . OF LIGHT OUTLETS 18 . NO . OF HEAT CIRCUITS 19 . NO . OF POWER OUTLETS 20 . NO . OF CONVENIENCE OUTLETS 21 . NO . OF HEAT CIRCUITS 22 . NO . OF POWER CIRCUITS 23 . NO. OF LIGHT CIRCUITS 24 . SIZE OF HEAT CIRCUITS 25 . NO . OF MOTORS 26 . NO . OF PANELS 27 . TOTAL WATTAGE 28 . NO . OF POWER FEEDERS 29 . NO. OF SWITCHES 30 . A/C LOAD 31 . SIZE OF POWER FEEDERS 32 . NO . OF FIXTURES 33 . TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES T 35 . REMARKS AND FURTHER DETAILS : WICl v1 �2 y LICENSE NO . SIGNATURE OF APPLICANT DATE c PHONE NUMBER: �� d .. •� .. ,. � a„, (• -Ma� �w �: > .l�, ..••' .. ,.a •t yy,� - z,. 1*- .. �, -'a' _.�a+:. ,�Yr.d'�1:+ ��C.�y. a .�__..{� � a,�- s� -'.,tr;.. ��Jlt`.sit,�a:�t=;_..p�*Ic�'."�`r. miie ., _ �:�{- •�'.h I- - _- )�'�'e +��.jE ..q., �.�`• .. N- 4.-5 rat z . NOTEt ! f .i This record drawing has been prepared " T' In part on the basis of a limited In- vestigatlon of subsurface conditions. The surveyor wl l 1 not be responsible for b y any errors or omissions pertaining to >R9, lw '..t subsurface conditions Incorporated Into Ge this document. Absolutely no dlacint j }� �, . should take place without first accurate- ly locatlns all facilities. lG 6 342 xy P-� N az r 1 Inc.c;o - --- - I r 5e 15 _- 4 � A0US E / TF•'54,,.0 LP 34 'f N 1 HN i THLS PROPERTY MAY HE,,, r-Ci- ,_ 0 � Of FiXOM AS My Aim. 3+fe 3 � J HJ Construction Company CNIA41 To VVAI-) .� F►voc_ J 658 EI 1 ington Road t a cc +_• , ,�' S '12 a;(v South Windsor . CT 06074 '�V -- `` ` - 282-0628 ►4" Q'o 44 _�- S lC� \• c�a�►..► SPAc�. C-Co OE gE�.DEA To DAC�� NIL ESTA"CE`.. P�IAS� 1" 'C►+E. -tcr►.i�•, C)F SouTN vJ ►�cso� ) i + ZANG - QQ I PLOT P L A N 10 T 9 1 ��,,� ,tiD+:C�' • ,ui�._ a� DART HILL ESTATE S Q:t! t,C ,.1�(`'<r��.� ytihFOG;AT!✓a' P R E P A R E L r 0 R —N., 8-zG-)-q7- >,nv. � ;� �a�- Ie DART HILL R E A L TY , I N C . V!-55 -7 W 1;-7 L 8-7--013 F-F- Si avr� .:7- IS r= SOUTH WINOSOR , C 0NN . �Q�.l. �,,pic•1►"�O Ab�.a►Wr.l� l-t�l-°15 �� � '.b Zo►..I 1�..1ca v w�aT,ow.15 w tT N QE ,PGCT To 15vIt-13\..►ta LooA!1a►-1 . REINO HYYPPA 8 ASSOCIATES I hereby declare that this map is substantially correct. This boundary survey vas prepared In accordance with the :(VI� ENGINEERS 9 -ANV SURVEYORS standards of a Class A-2 survey as def lned In the "Recce- 24 �EBRON AVENUE vended Standards for Surveys and Naps In the State of Cc tout' as pre ared and a ted by the Connecticut GLAS;0NBUPY. "0NN �6C33 Assoctatlon of Lvnd Surve er no.. o September 13. 1984. ;203) 633`-5218 A I��=4G DATE 1-20-95 MAP No �¢ Joj-91A SCALE W Illam Klock. L.G. L.S.N 1622 +AN 2 3 1"S South Windsor WILDING DEPARTMENT TO THE SUIIDING DEPT- TOWN OF SOU#N FUi11US1�F This certified the, this Plan and $PC,slfbatbna are flue ertected at copies of th • Proposal DUIIdInQ or alterations In be together with emendmanfs slats- In Strom Tiled with plan end 1 •PPll6atlon an. Building •Qr••10 comply WI}h III InnIr1P end stet laws and ,"S"ImehOh fled#,, as shell b �\ Is,ued DY the Building 0ni du►inl Pandang 1 Of this •PPllostion and flnal laaUsha# b# Q Permit. bb110inj t;. slQn.d j this Wen 1* OPProv#d abb aaf r� Order, and UedinenaN /1 , „6 1 NM 6„„d111BA #pat W compiled Idti 4 wlfn. 6b K /#is lldl„ 11 be tQ lip C Ond,l o,0d tr Iona11YpW A C=3 tlNraO INo/ IYNh w'`r ��t laspe�aa Deft V ,�, CM►k L AF� PR�► VED ` Ly9s TOWN OF SCUTI-1 WINDSOR ENGINEERING DEPARTMENT DATE. i�.t w 'f "• 9,:F;- T'. a. 1{.`a.'-� �`' ,. -• , '�f _ .,.:�• "� � �';w -..v,°,. �.y�,.. �� ��� i�� � ...5'._. �':f�{�,�3h � Mid' 6s• 2,�t6; _ :+ ..F' ., Y � •� -,�'' �. All,y4 ry d' �e d- �, �1 f , �� ��•,�',� sN►1 HEAT � 1 Y � 12AIX H , 3 �� 4(J 1°II 40' � \ l VRGP. Na>riE 0• � o b < s TT�f•^C OPOPERTY MAY BE SSG?EASDAENM OF REWRU A8 MAY APPfM, J' NN T J' f " JKY* Construction Company s +� 656 Ellington Road AeEA , 2�•��3� S.r 6 South Windsor . CT 06074 '1 282-0628 �o r ,„ ----- —�---�- � i�Kh/A'SE CKsNT To ORa.w 4►1 GA.WR Gt r� -- — - 1 Aii5. 44 S 14o 4b 44" E i.r 33 �, �n SrAcE OR a DAfiLT 1-IILt_. ESTATES `p4�AS�� I" ��o bE GEEc-+� "ro " 2.01`4 E.- P.e MAP W Fi LE -r E C CG►JST��''�1C"}� I� �/1otE 44 �':_.:.'T �;,-A.1.1 O PE 1-: -,a4cE �u �c v cr., -cz 2 z.Gt•.� PLOT PL A N iC .7A2'•T -»llLL - GAL atose- =a,�'"• =`Y DART HILL ESTATE S r= 0 R DART HILL REALTY , I N C ' ~ 18 KNEE' SOUT H AlINDS0R , C ON N. ;``.� ...�, GElZ.-T 1 Fiii� SiXsSTavT+�.tiv Go¢.wE�CT rp :. r�fyz I hereby declare that this eLp Is substantially correct. REINO E. HYYPPA a ASSOCIATES This boundary survey was prepared in accordance with the CIVIL ENGINEERS 9 LAND SURYEYCRS standards of a Class A-2 survey as defined in the "Recom •ended Standards for Surveys and Maps to the State of '24 HEBRON AVENUE Connecticut^ as prepared and adopted by the Connecticut G�ASTCNBURY, CONK SO3�Association of nd Survey s, n on S pteaber 13. 1994. — William Klock. L.S. LS.No.116 SCALE 0=4C' DATE k%-1-'14• MAP No K a)^< _ .F IIWj NOV 0 9 1994 South Windsor BUILDING DEPARTMENT rO TKE BUILDIN4- DEFT. TOWN OF SOUTR WMSW thlr cNtHled that fhlr plan end speciticatlons are trio copiaa of the propoacl building or ai+e.:,t;_ne to�ehcted of together w filed with pl.:n and I .,grew to Comp'y with■11 2phln Building and st,fo laws and such orders q a}rr•, Fssued by the Building Department during p"•. J1 lhls applicatiuo and final wruanca Of g byl permit. "sub,-, signerd plan h app ^n,lrtl,,n 'Irders end ardlnanees rcgulabng 6uiltlin CunrpUed with. g shun Condrtionall/ Approved These 11V wlt� Ii IOing InsP'Ctor CIw Y, Date 9 �1-- �o. :;_t Yl-iCA110N OF ZONING COMPLIA(dC Proposed building(s), use(s) and/or s►ructure(s; as shovin on this plan appear(s) to be in conformance with current South %Nindsl— rc:uulaiions. Variances and special excep.io+I, i I T Iay aPPiy. Date _ Nv v - 4- �e --- lii� �I:fG;I.'F'll"l�i3f l,'¢etr'ar i i i i Electric# APPLICATION FOR BUILDING PERMIT P_7umbing# 18 Heatherwood Drive Date: HVAC # Sprinkler# _ _ FINAL AP t�LS _-_--___-- ---— - ---_-- "' Estimated Cost $ DO d Building 4� COMPLETE RED BOXED AREAS Permit Fee $ 1 Sc Engineering TYPE OR PRINT ONLY Occupancy Fee $ /O o v Affidavit Eng. Insp. Fee $ ► SIGN ON REVERSE SIDE A Appr. for C Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant A nd re t-0 3 (�A-I(A S Location of Work / 6 8e1f1V_fw uo o 0 6- Lot No. Applicant's Address-1 p k- Tel.# (y`f- 1 &Z-o Town SQ0+!3 1-\.ds a 2 Zip 0&0.14 Lic.# Owner rr�E A.,It 4 S Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3krd f 1. Total New Area Purpose of this permit Poo L_ da s o_ I"t X a!I City Water®-'-_ Well❑ Septic System❑ Sewer Ins: HO SP Cert. ea Basement Garage Approved Date Use Grou onstruction Type Revised 8/02 ��I�6 i hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in voc"h this bull ng and its use is allowed. Signed I hereby apply for a Certificate of O uj*ncy for the rk_dees_cribed in this application for the permit. ed K Sign '4 DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 06/01/09 Pz�.nted by Peart, Dayshell 12 39 01 INSPECTION: 17613 FINAL PERMIT: STATUS: APPLICATION: 200801419 LOCATION: 18 HEATHERWOOD DRIVE SOUTH WINDSOR PROPERTY ID: 41300018 OWNER: BAKAS LAURIE K CONTRACTOR: DESCRIPTION: POOL HOUSE WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 05/21/09 SCHEDULED: 05/22/09 AM COMPLETED: 05/22/09 UNPAID FEES 00 Date Time TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/01/09 ROSE N/A B001 FOOTING 06/01/09 ROSE N/A B002 FOUNDATION 06/01/09 ROSE N/A B003 FRAMING (ROUGH) 06/01/09 ROSE N/A B004 INSULATION 06/01/09 ROSE N/A B005 FIREPLACE / CHIMNEY 06/01/09 ROSE N/A B006 WOOD / GAS STOVE 06/01/09 DOUG N/A E001 ELECTRIC SERVICE 06/01/09 DOUG N/A E002 ELECTRIC UNDERGROUND 06/01/09 DOUG N/A H003 HVAC ROUGH 06/01/09 DOUG N/A P002 PLUMBING UNDERGROUND 06/01/09 ROSE N/A P003 PLUMBING ROUGH 06/01/09 FLAN N/A P004 PLUMBING GAS TEST 04/01/09 ROBI PASS Z003 CO PLANNING INSPECTION Electric# APPLICATION FOR BUILDING PERMIT Plum'-wing#, Date: TS/aocP HVAC # 18 Iteatherwood Driee Sprinkler# 6 0 0 4 7 5 FINAL APPRO A __ -- - - — Estimated Cost $ ($�t cr. Building COMPLETE RED BOXED AREAS Permit Fee $_ ` Engineering TYPE OR PRINT ONLY Occupancy Fee $ 10- Affidavit Eng. Insp. Fee $ Appr. for C -0 SIGN ON REVERSE SIDE Total Fee $ W TO THE B1 LDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ t The undersigned hereby applies to do work according to the following: Applicant :whAno% Pals Location of Work 18 44-*#w"4Ao-{ Dnhc Lot No. Applicant's Address 3a, '2o Tel.# 8 70-1 og r Town Verev.n CT Zip 0(&04(, Lic.# (0/.2- 77y Owner AINcire- QALAS Architect Owner's Address (g t4 E A-�.�,d ��� Architect's Address SOvrin W. -"dfb". LT Zip oleo-j Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit— r 1•,,.,J- Z 2 ` � 11W � ,� ...� "d 1 I w �<<o��.�� < < t--I j il // �hY rC of C-r Id Coe C �ZoO2 /,f G --- T Zee.) — 1Go4 City Water®--- Well❑ Septic System❑ Sewers-- Ins: HO SP ert. Area Basement Garage Approved by to - e '� Use Group Construction Type RvAsed 6/02 i hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this buil ing and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 06/01/09 Printed by Peart, Dayshell 12 39 33 INSPECTION: 17374 FINAL PERMIT: STATUS: APPLICATION: 200801383 LOCATION: 18 HEATHERWOOD DRIVE SOUTH WINDSOR PROPERTY ID: 41300018 OWNER: BAKAS LAURIE K CONTRACTOR: DESCRIPTION: INGROUND POOL. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 05/21/09 SCHEDULED: 05/21/09 AM COMPLETED: 05/22/09 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/01/09 DOUG N/A B001 FOOTING 06/01/09 DOUG N/A B003 FRAMING (ROUGH) 09/11/08 DOUG PASS E002 ELECTRIC UNDERGROUND 10/09/08 ROSE PASS E002 ELECTRIC UNDERGROUND 06/01/09 DOUG N/A E010 ELECTRIC FINAL 06/01/09 DOUG N/A H002 HVAC UNDERGROUND 06/01/09 ROSE N/A H003 HVAC ROUGH 06/01/09 DOUG N/A P002 PLUMBING UNDERGROUND 06/01/09 DOUG N/A P004 PLUMBING GAS TEST imperial , ;dr`'°" 2000/2050 SERIES • 2' RADIUS RECTANGLE • 20' x 40' MANUFACTURING 20'x 40'2000 SERIES 8'PLASTIC SIDE 2d x 4d 2000 SERIES wl V STEEL STAIR STEP OPTION (RIGHT SHOWN) 2d x 44Y 20DO SERIES-3 CORNER LEFT-8'STAIR 2d x 401 2000 SERIES-3 CORNER RIGHT-8'STAIR 20'x 4d 2050 SERIES wr PLASTIC STEP 8 4 2R 2d x 4d 2050 SERIES-4 CORNER wl T SIDE STEP ff�ratOrn r0: S PLASTIC V STEEL PART NO. DESCRIPTION H 14' STEP OPTION STEP OPTION 7 6 7 7 5 6 04101 8'PLAIN PANEL CENTER LIGHT 28' 49 2 2 2 2 2 2 04102 8'SKIMMER PANEL PANEL OPTION K 213 FROM®M, 2R 2R 3 2 2 2 3 3 04103 8'RETURN PANEL 2R L 34h.S A I 8 8 8 8 4 B J 12�• 1 1 04106 6'PLAIN PANEL 2R J 2R K 3d�" 2 4 1 1 4 2 04110 4'PLAIN PANEL 4' L 23'-4' 4 4 1 1 04114 2 PLAIN PANEL 4 4'-54' 4 4 3 3 44 04116 2 RADIUS PANEL 4 H SF 1 1 04206 RECT.STAIR FILLER-LEFT 8 a 1 1 04207 RECT.STAIR FILLER-RIGHT 1 1 04120 5-SIDE STAIR PANEL 8. 4T-2a- 10 9 11 11 11 12 04223 ADJUSTABLE A-FRAME LIGHT 20' 17 1 1 1 04188 8'STEEL STAIR PANEL 1 1 07418SNR 8'STEP-N-REST ` SF 1 1 1 04265 NUT d BOLT PAX 1 1 1 04266 w/STAIR NUT d BOLT PAK 8 4' td 14' 12 8 4 4 04104 8'LIGHT PANEL I I I I4 K 4 FROM TO 2R 2R 2R L 2R H W ..' V) 2R J 23'�* J Z O phi FROM 1V 8 8 8 8 4 K 28'•3�' Q O O N H 21'•3" L 12 LU _ o UQW RECTANGLE STAIR FILLER J 34'-s A-0 B-C 44' 8 fn Q W m J 0 LEFT-04206 K 14'4i'.' J U � aU RIGHT-04207 L 2g 2 Q W J Q ..H SIDE SF SF-RECTANGLE STAIR FILLER SSS W D a O Z 0 DIVING PERMITTED ONLY FROM GALLONS-27900 5. 5'SS-5-SIDE STAIR PANEL 8 8 Q d 0 On o " DESIGNATED DING AREA. PERIMETER-115-r "STep Q W 1.Pout 25M P.S.I.concrete footing around entire perimeter,minimum shr rwoo�u -A-FRAME BRACE W � ~_ w � Q d o Q � c 8'deep. r1ECCESSED 8'STEEL Z A LL 2.Back fill with clean earth,free of roots and debris. SOLT HEADS STEP OPTION W 09 _ 3. wide concrete deck is be poured at least 3"thickness and a L Q W '- c Z o 3' to CORNER) W � W J t>0.17 F W D r= slope ofYi'to T away from the pool. (LEFT SHOWN) W W Q 4 U F_J U) 4.A8 inside pool dimensions are to be finished dimensions. I- 201— I 40' cr d U.j 5.Finis bottom is t0 be 2"minimum of suitable material or 5'SIDE STAIR PANEL I I mo-' W cc J J 3 N H r undisturbed earth. UNIVERSAL FOR I a IL Y 6.A safety line,with buoys,is to be permanently attached 1'0"to the LEFT&RIGHT 3'�4- I S 'L—&.ofpo m on the wafer 3=•4• d W a ep.� C U sIDe 04120 envelope per ANSIINSPI-5 20M Q F- Q -O shallow side of the point of first slope change. RA� xm o>,DA' star J Z (� o y3~ F7.Construction Drawing: Different methods and precautions may be 5, B' 8' 2"MINIMUM Q Q l t 4M a dictated by various ground conditions. This is to be determined by �rrou I PREPARED BOTTOM LU 4f C W and is the responsibility of the contractor who is not an agent of the STEP L ' (/� manufacturer of the component parts. Fes. ap(AQ U 8.Installation is to be done in accordance with a8 federal,state and 12 I 4'� �4'—I 1d----_-. 14'-- I 12� V = Z N T local building codes,as well as A.N.S.I./N.S.P.I.suggested vool _ Z standards. w� WALL BOTTOMSIDE AD wl� WALL BACK BOTTOM _ SHALLOW 0 W ^Q TM°°k"' "w °X�"with.2ind "�'f ANSI ommork Ye h"'Ye ALL DIMENSIONS ARE FINISH DIMENSIONS FEBRUARY 43 0 k� Z sruxlyde�pro..Ppa'ei nor ue wln erreArrraeed awea.yepr.nr..u»V ewipn.. co 0 m nsWed,faow Me4ognhr4 mr.Aemeers:raNeaon,er.rtd eeieq iheehrlorhe. -_ ------- 2007 D LL Q Z 0 > 0 rn h Z Construction Drawing: Different 3'NOMINAL methods and precautions may be dictated by various ground 4"MIN.CCNCRETE DECK conditions. This is to be /_(2000 psi MINIMUM) determined by and is the j responsibility of the contractor who \ is not an agent of the manufacturer 0 0 / of the component parts. ° \�\\ l Installation is a be done i 0 ALL BACKFILL TO BE \/ accordance with all federal,state NON-EXPANSIVE SOIL UNDISTURBEDate \\ and local building codes,as well as 0 \�\ EARTH A.N.S.I./N.S.P.I.suggested / standards. ° ADJUSTABLE A-FRAME VINYL LINER 8"MIN.CONCRETE COLLAR AROUND FULL PERIMETER OF POOL 2"MIN_ FILL ° p' p (2500 psi MINIMUM) POOL BOTTOM o p 22'-6" 2,0„ 6- OVEREXCAVATION—�� STRUCTURAL P.E. REVIEW SEAL VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS ISSUE# 28-6076 DATE:08/25/08 EXPIRATION DATE:01l31/09 SEAL IS APPLICABLE FOR Andrew&Laurie BAHAS 18 Heaterwood Drive South Windsor.CT 06074 STRUCTURALLY COMPLIANT WITH THE BOCA(1999):SBCCI(1999) u13C(1997),NSPI-5(1995),CT BUIGDINGIRESIDENTIAL AND NATIONALLY ACCEPTED IBC/IRC(2000 thru 2006)CODES r agc I vt L. poulft, tt tW. 1t INGROUND POOL ALARM SYSTEM w/Remote 8 Temperature Monitor #PE21 -Patented sub-Surface Propagation Wave Detector •Sensor Placed Below Water Surface Eliminates False Alarms Due to Wind,Rain,etc. Detects Objects 15 Ibs or More(Sensitivity Adjustable) •Stainless Steel Deck Mounting Systam and Ladder Mounting System Included -120 dB Alarm Siren,95 dB at 10 fL at Poolside •Tested to LIL 464 and CSA C22.2 Standards •Child-Proof ONIOFF Switch wtAudio Indicator and Battery Strength Check Chirp •Built-in RF Channel A or B Select •Remote Receives Signal up to 100'Away •Remote can be Connected to a Home Security System •2 Thermostats for Monitoring Both Pool Water and Air Temperature in°F or°C •Aullamatic Low Battery Check-Chirps Every 60 Seconds •Recommended for Pools up to 18'x 36' (Larger Pools Require an Additional Alarm) •Anfonstic Reset In 3 01nal e •Peewr Cheek TOM Button Sac: •Yt'LM Display toll- ` s, •leer - -_-__4%OOf CCO§buCWn t " + •INaoele tbw AC Pbtlwr Adapbr PJLX:SA i l U d§4 tef beckup f•Uolt battery snot klduded) --------- •Em~rench lnstaitatioNOperation Manual •tigeM 4.00lor ftK{English/F Tench) TASTER CARTON WEIGHT:28 Ibs(6/Master) UNLIT BOX SIZE:21.5"x 5.5"x 4.5" U-S-ftolEye Alarms are r VIL-Listed to r ANNUM Standard 464 Poeisjde Arm b Neate POWYE Remote Mom } Deck hiewomlg j witt(ladder Moval Ahe M(6ded) ` http://www.smartpool.com/website/POOLEYE/pe2l.htm 2/22/2008 Suction Outlets For concrete or vinyKberglass pools, SuctionOutlet Buying Guide Hayward U.L listed suction outlets are available in a wide range of styles and Cover sizes to satisfy any installation require- Mode! Replacement Cover Open Pipe Sae Ctn. Ctrs. meat.Whether you install frame and Number MmW Dimension Area Side Outlet Bottom plug Oty. Bache ondels(Concrete) grates,for residential or commercialSP1051AVPAICI Vtf81051AVPAK2` 7 fir'Din 7 in.' 1 %'FIP 1 ,h"FIP 6 35 Ica; pools,or sump-type drains,Hayward SF1052AVPAK2 W61052AVPAW 7 fir"Dia. 7 in.; 2'FIP 1 W FIP 6 341tt suction outlets set the standard in SPI053AVFW W61053AVPAKr 7 W Dia. 7 in., 1 lh'FiP 2'FIP 6 32 Ib qualitv a _-= SP1054AVPAK2 W61054AVPAK2` 7 alb'Dia 7 in! 2'FiP 2'FIP 6 33 Ib Deluxe Suction Outlets with adjustable plaster collar(Concrete) )ASME/ANSI ayward SIP Series Suction Outlet SP1153AVPAK2 W61153AVPAK2' 7 3A*Dia. 7 in.-' 1 'h'FIP 2'FiP 6 32 ib ssemblies comply with provisions of the 154AVPAKZ W61154AVPAK2. 7:%"Dia. 7 in.' 2'FIP 2'FIP fi 32 Ib A11219SM-1967 standard. Firpoes and Gross O SPi030AVtM Vt lMDAVtl%W 7 W Dia. 7 in.2 — — 24 46 It Haywa en on utlet SP1032PAK2 W61032PAK2• 17 x 12' 68 in2 — — 8 47 It Assemblies comply with provisions of SP1033PAK2 WG1033PAI7 18'x 18' 168 in.' — — 4 28 It the ASMEIANSI A112.19MU1987,2007 tAvadaW in gray and black'Add 6R to model f for gray or KK for black. 4WsftPAstandards. skews/ SP1O48AV SFPSP1048AVPAK2' 7 3/:�W7�in-'-=2-1�'h FIP 1 'h"FIP 6 3711 SP1049AVPAK2 SP1049AKr 7 3/'Dia. 7 in.' 3611 11071E`Beghft 1st 0tr.2008.al suction outlets,except SPI032PAK2 and SP1D33PAK2,will include new covem bers The replamment am are irx�,ed above. OWARNING j Read and follow all instructions. Model ctn. ctr Failure to follow instructions can Number Descriptim aty. Wei, T cause severe injury and/or death Accessories •A minimum of two functioning suction outlets per SP1048RIC1T' Suction Outlet Actsssory Kit 10 8 i pump must be installed.Suction outlets in the same plane(i.e.floor or wall),must be installed a minimum WG1051X Adjustable Plaster CDIIar(11 for concrete Suction Outlets 12 41 of three fees(3111 meted apart,as measured from WGX1048f3LK Suction Outlet Cover only-black 10 51 pipe center to pipe center SPI048AVH Suction Outlet Bumper.Fits Hayward AV drains to keep 10 31 •Dual suction fittings shall be placed in such locations automatic suction cearhtrs off drain cover and distances to avoid"dual blockage"by a user. WG1048M Suction Outlet Cover for Wall Installations(72 gpm) 10 51 i •Dual suction fittings shall riot be located on seating 14 use with SP1051AV SPI052AV.91053AV,SP1054AV.SP7153AV.SP1154AV. areas or on the badaw for such seatingareas. Relief Wale and Suctioe Outlet Collector Tube •The maximum system flow rate shall not exceed the SP1056 1 'h' MIP Hydrostatic Relief Valve,Spring-Loaded 25 6 - flaw rating of any listed(per ASME/ANSI All 12.19.81401- SP1056T _ Installation and Removal Tool for SP1056.1057 20 36 1987)suction outlet cover installed. SP1055 1'hyl" FIP Collector(Pebble)Tube, long-slotted 25 9 •Never use pool or Spa if arty suctiort outlet component s damaged.broken,cracked,missing,or not securefy Madned. j •Replace damaged.broken,cracked,missing,or rut securely attached suction outlet components ' immediately. -Ch-p�------------------------------------------ •In addition,two or more suction outlets per pump i; Wied in accordance with latest APSP.IAF Standards and CPSC guidelines,follow all National,State,and yooaa.�` - 1 local lodes applicable. ; E See"6midefines for Addressing U ff11t �.. ' btrlweatHazards with Pawls aloud Spas." = ftf.Cn�Product Salcq r.�� im SP115MV SPt05iAV WGN118 Mlic"#361MMI,M 9N MM or 36. f%replacemeat parts see pages 237. HAYWAM , Milding/Planning/Permits Page 1,of 2 Vac l ert TM HOME CONTACT US VacAlert TM -^ Saves Lives Ant-Entrapment Device Building/Planning/Permits Legislation The Vac-Alert VA2000 is listed (014545) with Applied Suction Entrapment Research Laboratories (ARL) and met or exceeded the Tragedies ASME/ANSI 112.19.17 Manufactured Safety Vacuum SVRS Consumer Release System (SVRS) for residential commercial Information swimming pool, spa, hot tub, and wading pool suction Find a Safety Vacuum systems. Release System Distributor Dual Drain and Vent Pipe Limitations 4 SVRS Distributor ASME/ANSI Report 40 BuildinglPlanning/Permits UL Test Results For Installation Instructions, IAPMO Test Results_ Please Click Here =International omplies with ASME/ANSI A112.19.17 For Quick-Install ernational Building Codes (IBC) and Instructions, Please Click dential Codes (IRC) Here The International Code Council's International Building For Installation Pictures, Codes and International Residential Codes, as well as the Please Click Here Consumer Product Safety Commission's Guidelines, include language on the use of Safety Vacuum Release Systems. Vent Line Demonstration, The American National Standards Institute (ANSI) is an Please Click Here agency that "accredits" standards promulgators such as ASME, ASTM & NSPI. This is the national system for insuring that standards development organizations follow strict procedures and maintain a true consensus process. International Code Council (ICC) - The ICC was established Shop Online at Pool Supply Worlds in 1994 as a non profit organization dedicated to the development of a single set of comprehensively nationally recognized construction codes. The International Building Code (IBC) and the Internationai Residential Code (IRC) both mandate "three layers of protection." IBC 3109.5 and IRC AG 106 require all pools and spas (regardless of water depth) to be equipped with an accepted method for vacuum relief. These codes call for devises that meet ASME A112.19.17 standards to provide this vacuum relief. The vast majority of state and local Ading/Plwming/Permits Page 2 of 2 governments utilize the IBC and the IRC codes as models for their own codes. Consumer Product Safety Commission (CPSC) - The CPSC published Guidelines for Entrapment Hazards: Making Pools and Spas Safer in March 2005. Included in the recommendations is the use of SVRSs for newly constructed pools and existing pools............... "Due to care and maintenance concerns associated with circulation systems that include suction outlets (main drains) and covers, consideration should be given to the installation of a back-up systems that relieves entrapping suction and/or shuts down the pump when a blockage is detected [ e.g., an SVRS].......... TEMPERATURE WARNING ON THE VA2000 The Model VA-2000 meets or exceeds the -40F to 140F temperature performance testing set by the ASME/ANSI A112.19.17 Standard for Manufacturing. Safety Vacuum Release Systems. We strongly suggest that the VA2000 not be left in below freezing temperatures where the circulation system is not continually running or not protected by a pump house. In such cases, condensation could freeze piping and ice may impair or disable the safety features of the VA-2000. For installations that require winterization, the Model VA-2000 should be removed and stored , and then re-installed upon system start-up. -ti http://Www.vac-alert.com/building health.html i� Ilea b rt vie-- . REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED i.. SEAL OF THE UNDERSIGNED PROFESSIONAL. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. -a /,,,� l,A f,9SQ�S851i8pl® 'It GO N AD CO °° om ►O �1oSOR _ a o 1 ` �st 1 V TREE TO BE REMOVED {; q, o® s5s U�� i 31 , • Q� SQ '0 DAN J. No.70151 Q`^Its\ s x tl� saaaazaa��v9°° V` A I a o Qa 16„ 3 l ( 10 1 POOL �15•o I / �� cn a o ' Sid °`�" w PERMIT / cdi'o 6 x343.0 N o PLAN GP o c°i 343. X 0 .. ? .0 £F Q 'o L 82' 18 HEATHERWOOD DRIVE i010� 91 W s� to IN G ` AREA=23,636 S.F. N / X 343.3 y� ' 9' w SOUTH WINDSOR �� x \ x CONNECTICUT JLA o w 6" girch 4, CAS pire C O o x343.0 f' — 2" 'fir N / GP / 3Ae`r " W S SEPTEMBER 4, 2008 " LEGEND •� TREE TO BE REMOVED ( 921 EXISTING CONTOUR — --- =- --- / PROPOSED CONTOUR 342 PROPOSED FENCE x X EXISTING SPOT GRADE PRPOSED SPOT GRADE X 343.0 \—EXISTING 12' WIDE DECK TO BE REBUILT TO 6' WIDE PREPARED FOR: ANDREW BAKAS 18 HEATHERWOOD DRIVE �1 SOUTH WINDSOR, CONN. REFERENCE MAPS: 1. "PHASE 4 PLOT PLAN OPEN SPACE SUBDIVISION - RR ZONE DART HILL ESTATES PREPARED FOR DART HILL REALTY, INC. SOUTH WINDSOR, CONN." BY: REINO E. HYYPPA & ASSOCIATES SCALE: BSC 1"=40' DATE: 8-25-92 MAP No. 96-86-1R SHEET 5 OF 18 SHEETS GPOUPREVISED THRU 8-23-93. 2. "C.O. PLOT PLAN LOT 91 DART HILL ESTATES PREPARED FOR DART 180 Glastonbury Boulevard HILL REALTY INC. SOUTH WINDSOR, CONN." BY REINO E. HYYPPA & Suite 103 ASSOCIATES SCALE:1"=40' DATE:1-20-95. Glastonbury, Connecticut 06033 NOTES: 860 652 8227 1. This survey and map have been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 © 2005 The BSC Group, Inc. through 20-300b-20 and the "Standards for Surveys c!nd Maps in the State of Connecticut" as adopted by the Connecticut SCALE: 1" = 20' Association of Land Surveyors, Inc. on September 26, 1996 Type of Survey. ZONING LOCATION SURVEY o 10' 20' 4o r�r Boundary Determination Category: DEPENDENT RESURVEY Class of Horizontal Accuracy: A-2 FILE: P:\prj\8342300\Survey\Baseplan Class of Vertical Accuracy: T-2 DWG. NO: 83423—pool Intended Use: POOL PERMIT SHEET 1 OF 1 JOB. N0: 83423.00 a D E C EOdC D E C EOdf D D SEP 0 5 2008 SEP 1 2008 South Windsor South Vvinasor BUILDING DEPARTMENT BUILDING DEPARTMENT 10 THE BUILDING DEFT. TOWN Of SOUTH WINDSOi< This certified that tSis plan and specifications are true copies of the proposed h.uHding or alterations td bim erected at1 ^ /Ll// Street together with amendments stated in application and filed with plan and I agree to comply with all zoning, Building and state laws and such orders as shall be issued by the Building Department during pendency of this application and final issuance of a building permit. This plan is appr,vod subject to the condition that orders and ordinances regulating building shall be .c::p:ied with. Conditionally Approved These fired lith Building Inspector Clerl, Pau No. CERTIFICATION OF ZONING COMPLIANCE CERTIFICATION OF ZONING COMPLIANCE Fronoc--A bu 'r ing('s), use(s) an-1111-Jr structure(s) Proposed building('s), use(s) andfor Str uc,"re(s) as s' _ on s:,;, pl�n a�p,e�r(�) to be in as sho,:.--i on this plan appc-_ . `-, in cor.-, _ o wr:;n current `? .,u'h VVi;.-_'sor �,y con:��`.`•..,^e with current c:. ,` „" ,or rep, �. Vcri_nres and spc:;! a exc:-..jns reg° � Variant:es and sp: :._ �s rlr mayi^ lV/ r-i- Y mG �- Date l 0-3 i Date cr3 U�ilv�— Wing &dforcement Officer- - --,- � Zoning Enforcement Officer T TOWN (F sz0LrrH DATE: