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114 CORNERSTONE DR
201500138 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF USE DATE: 09/24/2015 GIS ID:23800114 FEE: 10.00 MUNIS APPLICATION# 201301807 BUILDING DESCRIPTION: APPLICANT '-.. LOCATION NAME: AQUA POOL 'L ADDRESS: 114 CORNERSTONE DR ADDRESS: 53 NEWBURY ROAD,._, OWNER: ABBAMONTE CHRISTOPHER J R. EAST WINDSOR,CT 06088 114 CORNERSTONE DR - ; SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALU 23 X 38 INGROUND SWIMMING POOL. y�r < M SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/24/2015 9:04 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000677 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/13/2013 GIS ID:23800114 FEE: 1684.00 MUNIS APPLICATION# 201301807 BUILDING DESCRIPTION: APPLICANT ; LOCATION NAME: AQUA POOL ADDRESS: 114 CORNERSTONE DR ADDRESS: 53 NEWBURY ROAD a' :, ` ...... OWNER: ABBAMONTE CHRISTOPHER J& EAST WINDSOR,CT 06088 ;114 CORNERSTONE DR ft „••„• SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL 23 X 381NGROUND SWIMMING POOL.- ;{ SPECIAL CONDITIONS: i t ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. r CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/13/2013 2:43 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100271 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 08/17/11 GIS ID:23800114 FEE: 90.00 MUNIS APPLICATION# 201100923 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: H.A.R.P.MECHANICAL,'LLC ADDRESS: 114 CORNERSTONE DR ADDRESS: 483 SPRING STREET OWNER: ABBAMONTE CHRISTOPHER J& WINDSOR LOCKS,CT 06096' 114 CORNERSTONE DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACING A/C SYSTEM WITH SAME SIZE. r I SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/17/2011 12:59 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400146 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 04/09/2014 GIS ID:23800114 FEE: 15.00 MUNIS APPLICATION# 201301807 BUILDING DESCRIPTION: APPLICANT r,-�• LOCATION NAME: DOUGLAS MECHANICAL SERVICES INC. ADDRESS: 114"CORNERSTONE DR ADDRESS: 47 NORTHAMPTON LANE. OWNER: , •ABBAMONTE CHRISTOPHER J& PLAINVILLE,CT 06062'; 114'CORNERSTONE DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLt23 X 38 INGROUND SWIMMING POOL.r GAS LINE FOR POOL HEATER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS,APPROVEDBY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/9/2014 3:38 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400124 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 04/28/2014 GIS ID:23800114 FEE: 15.00 MUNIS APPLICATION# 201301807 BUILDING DESCRIPTION: APPLICANT ; LOCATION NAME: PRIORITY ELECTRIC ADDRESS: 114 CORNERSTONE DR ADDRESS: 381 ALLEN STREET ty OWNER: ABBAMONTE CHRISTOPHER J& NEW BRITAIN,CT 06053 114 CORNERSTONE DR r SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL 23 X 38 INGROUND SWIMMING POOL. INGROUND POOL WIRING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/28/2014 12:57 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: Jy®0 12- BUILDING DEPARTMENT APPR VE 1540 SULLIVAN AVENUE Bldg.Permit# �. 644-2511 ext. 230 ('jam a�7 7 Date Bui{ ng or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLIC APPLICANT ADDRESS APPLICANT PHONE# ;Vy,7(� �3 Z� g3, —��nC OWN SF OWNER �.C_LS' OWNER ADDRESS OrrZ:e✓ QYZQ `a�C OOWNER PHONE 6(0d U 46 QSv y ESTIMATED COST$ l �� �ti IS THIS A CONTRACT COST.) _,--T�e's —No FEE ENCLOSED$ r1�r�S0 CO TYPE OF JOB: _New Installation _Alter n/Addition�epair 75> n�4_...1 A/AI IMM'1 • i APPLICATION FOR ELECTRICAL, PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A SMENTIAL BLTILDING PERMIT APPLICATION?,J4-k`�ES p NO ❑BUSINESS CURRENT USE AND OCCUPANCY S,0 ASSEMBLY � �• -�. 2 n ❑MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS 47—R% OFPANELSOTE DISCONNECT REQUIRED? OYES ❑NO CIltCIJiTS ER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUTTS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 1 41 UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. O ka5 V q - F1 I �-k CA CONTRACTORS LICENSE TYPE STATE SIGNATURE OF APPLICANT ` f DATE_ I I i t+ APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 14 d p �IPPRIEJ�__ 1540 SULLIVAN AVENUE Bldg.Permit# " 644-2511 ext. 230 IQ�� Date Building Ynspectoi Application must be printed or typed FEE SCHEDULE LocationI Job: a)$0-$1,000=$15.00 'i)C1�S46� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT // �Ci• �I C APPLICANT DRE // w� T C - APPLICANT'S ONE# FS OWNER � J~ O W N 3 Fq< OWNER ADDRESS COD OWNER PHONE CESTIMATED COST$ IS THIS A CONTRACT COS ? es No FEE ENCLOSED$ S TYPE OF JOB: oo OR-C�� New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑ HEATING RESIDENTIAL ❑ A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRI E ALL HEATI G EQUIPMENT( NCL DING MpLKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. v/q CONTRACTORS LltfqqSE NO PE STATE LqSIGNATURE OF APPLICANT f j! ► DATE "� Electr.--# _APPLICATION FOR BUILDING PERMIT Plumbing# 114 Cornerstone D,x'1ve HVAC# 13000677 FDate: Sprinkler# FINAL APPROVALS Estimated Cost $ /d-72 400.0 BuildingCOMPLETE RED BOXED AREAS Permit Fee $ / Y o0 Occupancy Fee Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $_ Affidavit ► SIGN ON REVERSE SIDE t Appr.for Total Fee $�L�� Ry TO THE BUILDING E TMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ r l� The undersigned hereby applies to do work according to the following: Applicant d Y Location ofWotrk v LotNo. /D Applicant's A dres 3 r t Tel # , !> �.7—fit% Town i av� Zip��/f� Lic.# /7 C, Owner Cl�v i e Architect Owner's Address y &-&L4.drd4A4 Zr-. Architect's Address ,JA_ IAI i Lot, Sitr -Zip 7 Zip Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd A. Total New Arpea Purmse of this permit City Water Well ❑ Septic System ❑ Sewer [1/ Ins: HO SP Area Basement Garage Approved by Date t 1 .13. i3 Use Group Construction Type Revised 1108 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 building 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 LINF INSPECTION COMMENTS Town of South Windsor Building Department Location l� Ste s Q �r Building permit# 1 306 &77 SWIMMING POOL REOUIREMENTS: This list is not all inclusive,please refer to pool packet. fi A 48"barrier shall be provided to protect pool access. Including a temporary fence for inground pools prior to excavation. w Access gates shall be self closing and self latching(if less than 54"high the latch shall be on the pool side and be protected within 18"of release mechanism). 4 Doors providing direct access to the pool area shall either have an alarm,a self closing self latching device 54"min. from floor or the pool shall be provided with a safety cover. -04 No receptacle within 10'of pool.(Except locking type receptacle for pool equipment,must be at least 5'from pool and GFCI protected). 0 All metal parts of the pool structure,fixed metal parts within 5"of pool,pump motors etc.,shall be bonded with a minimum#8 solid copper wire using proper bonding lugs. 0 Convenience GFCI receptacle shall be provided between 10'and 20'from pool. 4 Trench depth for 20 mM.mSa.G—Y CI protected circuit tc pool equipment shall be 12"decp min. 4► A surface pool alarm shall be installed pursuant to Public Act 99-140. 4 All swimming pool pumps shall be provided with a time clock. 4 Entrapment avoidance shall be in accordance with the provisions of Section AG 106 REQUIRED SWIMMING POOL INSPECTIONS• The following is a list of inspections that need to be performed prior to the continuation of work Request for inspections can be made by calling the Building Department at 860-644-2511.(24 hour notice required) l. TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal appurtenances including metal reinforcing for gunite pools and concrete decks. 2. FINAL ELECTRICAL-Location of equipment and GFCI protection,pump timer and convenience outlet provided. 3. FMAL-Swimming pool access protection must be in place before pool may be used. Each swimming pool installation requires a Building and an Electrical permit. Additional permits and inspections may be required for pool decks. I have read and understand the requirements li d above. Applicants Signature Date el 11 � II INSPECTION FIELD SHEET 09/24/15 Printed by Peart, Dayshell 09 00 50 INSPECTION: 63799 FOOTING PERMIT: STATUS: APPLICATION: 201301807 LOC: i14 CORNERSTONE DR SOUTH WINDSOR PROPERTY ID: 23800114 OWNER: ABBAMONTE CHRISTOPHER J & CONTRACTOR: REQUEST BY: PROJ DESC: INSTALL 23 X 38 INGROUND SWIMMING POOL. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 09/24/15 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/24/15 DOUG N/A B003 FRAMING (ROUGH) 09/8/14. ROSE PENDING B010 FINAL ANDREA 860-690-973//ELECTR. NOT PRESENT/QUERY BONDING 10/16/14 ROSE PENDING B010 FINAL Query bonding of pool/spoke with electr. located at otherjob SPOKE WITH OWNER AND WAS REASSURED THAT ELECTR. WAS ON THE JOB AND DID SOME CORRECTION. OWNER WAS PREPARING TO WINTERIZE POOL. 05/01/15 ROSE PENDING B010 FINAL ANDREA ® 860-690-9733//NO ONE AT HOME RECEIVED^CALL*FROM•CONTR--INDICATING-'LOCATION-FOR BONDING OF POOL WATER. {07/06/15--ROSE_ ._ PASS__-- BO10--- FINAL i '06/02/14 ROSE PASS E002 ELECTRIC UNDERGROUND MILLY ® 860-827-8504//CONDUITS &BONDING OF POOL & EQUIPMENT 04/15/14 DOUG PASS E002 ELECTRIC UNDERGROUND MILLY @ 860-827-8504 04/17/14 ROSE PASS E002 ELECTRIC UNDERGROUND BONDING OF POOL REINF/GUNITE WORK IN PROGRESS 09/24/15 ROSE N/A H002 HVAC UNDERGROUND 09/24/15 ROSE N/A H003 HVAC ROUGH INSPECTION FIELD SHEET 09/24/15 Printed t)y Peart, Dayshell 09 00 50 09/24/15 ROSE N/A P002 PLUMBING UNDERGROUND 06/02/14 ROSE PASS P004 PLUMBING GAS TEST EXTERIOR UNDERGD GAS PIPING i �, VACLESS FAMILY OF PRODUCTS ac ess _ Pool and Spa Safety Products" `3�Vacles� _ � SAFETY VACUUM i RELEASE >' SYSTEMS Who is Vacless? Alp V- Vacless Systems, Inc. is a privately held Vacless California Corporation. Our principles have Pool and Spa SafetyProducts'" � been in the design and engineering of pool products and equipment systems with the founder being a certified P.E. (Professional BECAUSE SAFETY MATTERS Engineer). We are dedicated to raising the awareness of swimming pool and spa safety while providing products to help prevent the # Protect your family and friends many senseless childhood deaths associated from the dangers of entrapment. with entrapment and drowning. Installs easily in minutes! Our systems provide a crucial layer of . For use on Residential and certified protection against entrapment and 8469 Canoga Ave., Canoga Park, CA 91304 Commercial applications. 818.701.6206 818.701.6200 1 t. should always be used in conjunction with an P. Recognized by the Consumer approved anti-entrapment main drain cover. WWw.vaciess.com Product Safety Commission as an approved SVRS manufacturer. Copyright 0 2011 Vacless Systems Inc. All rights reserved. r - Now it Works a c e s s Because Safety Matters Vacless Automatic Breathers work by Protect your family and friends with our anti- Pool and Spa Safety Products providing immediate vacuum relief upon entrapment devices while also reducing your entrapment by allowing air to rapidly fill the Homeowner's Insurance premiums. Ask your pump causing it to lose prime and release insurance agent about installing an SVRS vacuum. Upon release of an entrapment the device and possibly lowering your premiums. valve will automatically reset allowing the '" The U.S. Congress passed the Virginia pump to re-prime for normal operation. Our Graeme Baker Act in 2007 mandating these devices can be used on pumps from 1/2 hp :� ' types of devices be installed on all commercial to 10 hp and installed up to 8' above the swimming pools, spas and water features so water level or 12' below the water level. why not have the same level of protection in your own backyard? Our products are compatible with suction-side pool cleaners and in-floor cleaning systems. Designed to comply with APSP-7 They also work well with the new variable and International Code Council U S p C speed pumps. requirements IAPMO listed per ANSI/ASME A112.19.17 standards. c o Vacless Systems, Inc. is recognized by the Consumer Product Safety Commission as an approved manufacturer of Safety Vacuum Release Systems certified by IAPMO to ANSI/ ASME Al12.19.17. Installs easily in minutes! Simply remove the suction side drain plug on your pump and All products meet SVRS Requirements of the Pool &Spa Safety Act/VGB Act install a Vacless SVRS Breather Valve. ai• an c-- . Pro Series by ZODIAC® Maximum Power, Ultimate Performance y 43.1. ` � • ! .i �' �_ 'erg �� {��1�e �`. _. � 'ice___-��R �"i •�- J� .� a•• � l�ea0'1�:ti '�E�� T�./',i 1� •4. \. � `�Fly' � � �-• _ j� I • ZODIAC AV ff Ar . . PLUS HP PUMP I Series ., �e18'� Lj� l ' H P PUMP -� 14 1/B'� 0 a 7!0' o B 718' High performance in a compact body I- -I Front Edge a unwn ro Bdt�»• Cerder of Hon Horn C~to Center Jandy Pro Series PIusHP pumps are designed with the high performance of a larger pump in a Htme Pipe canon overau compact body. The PIusHP is designed with "Quiet Modat No. Polifor voltage Amps SIN "eight Ungth'K PHPF50 .50 230/115 5.4/10.8 1.5"-2- 40.4 1bs 28.75" Technology, a larger trap basket and is ideal for PHPF.75 .75 230/115 7.1/14.2 2--2.5" 41.81bs 28.75" new construction or renovations. PlusHP pumps PHPF1.0 1.0 230/115 8.0/16.0 2"-2.5- 43.31bs 29.25- PHPF1.5 1.5 230/115 11.2/22.4 2"-2.5" 54.6lbs 30.75" deliver superior performance that is especially PHPF2.0 2.0 230 11.5 2"-2.5" 49.3lbs 29" useful for in-floor cleaning systems, spa-jet PHPF1.0-2 1.0 230 7.2/3.0 2"-2.5" 48.7tbs. 29.75" PHPF1.5-2 1.5 230 10.0/3.5 2"-2.5" 52.9 tbs. 30.25" boosters and solar systems. PHPF2.0-2 2.0 230 11.0/4.0 2"-2.5" 62.3tbs. 29.75" PHPM.75 .75 230/115 5.4/10.8 1.5--2" 40.4 tbs. 28.75" Compact PHPM1.0 1.0 230/115 7.1/14.2 2--2.5- 41.8 tbs. 28.75- The compact body of the PIusHP takes up less space making it PHPM1.5 1.5 230/115 8.0/16.0 2"-2.5" 43.31bs. 29.25" the perfect pump for small equipment areas. PHPM2.0 2.0 230/115 11.2/22.4 2.5"-3" 54.6 tbs. 30.75" PHPM2.5 2.5 230 11.5 2"-2.5" 49.3 tbs. 29•' Quiet Technology PHPM1.5-2 1.5 230 7.2/3.0 2"-2.5" 48.7 tbs. 29.75" The Jandy Pro Series tine of PIusHP pumps incorporate"Quiet PHPM2.0-2 2.0 230 10.0/3.5 2"-2.5" 52.9 tbs. 30.25" Technology"into every pump.This proprietary design controls PHPM2.5-2 2.5 230 11.0/4.0 2--2.5" 62.3 tbs. 29.75" the flow dynamics within the pump,resulting in less noise and quiet operation. High Efficiency 100 Also available in highly efficient two-speed models that will save up to 60%on electrical consumption compared to single speed pumps.Jandy Pro Series'proprietary impeller so and diffuser design provide the highest performance and 0 efficiency levels. _ W W � Great Features a PNPF 2.0/ The PIusHP offers many great features including 2 by 21/2" = PNPM 2.5 quick-connect unions,a flared base for easy anchoring,and ergonomic cam-tock lid with easy to read aligning indicators. 40 TN U. PNPF lo/ PHPF 1.5/ � PNPM 1.5 PHPM 2.0 PNP /20 ►HPSp" PNPF.50/ PNPF.75/ PNPF I.0 Low Speed/ PNPM.75 PNPM 1.0 O. •'o Zodiac Pool Systems,Inc. PNPM 1.5 Low Speed 2620 Commerce Way,Vista,CA 92081 1.800.822.7933 1 www.ZodiacPootSystems.com 0 50 100 leo 200 Flow Rate[GPM) OZodiac Pool Systems Canada,Inc. 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 1.888.647.4004 1 www.ZodiacPoolSystems.ca O,F 0-0- t92012 Zodiac Pool Systems.Inc.SL6202 Rev A 1012 ZODIAC ZODIAC®is a registered trademark of Zodiac International,S.A.S.U..used under license. an ` - �7 Pro Series ` by ZODIAC®CV=CL serms .�._ ��4�{f-•� CrystaL Clear Marity CARTRIDGE ■ . , ,. ""�' �- -• • ,w.' .. . 'cam �. ..-�•_-_-__ - - - •'� �•e'- •� , � _.~��:w + ,ire YY' - ZODIAC A, AV ff ff CV/CL SERIES Cartridge Filters a • <-J- • CV-CL Series a' CARTRIDGE FILTER � 3 `A" A Jandy Pro Series CV & CL Cartridge Filters The CV and CL Cartridge Filters set the benchmark in cartridge filtration. Loaded with user-friendly features,Jandy Pro Series Cartridge Filters optimize surface area and help provide clean, CL Filter CV Filter sparkling water. They are constructed of durable and corrosion- resistant materials for maximum durability and are available in PERFORMANCE 340,460 and 580 square foot models. CV/CL Filter Head Loss Curves » The included Sweep Elbow and unions allow the filter to 26 easily connect to nearly all Jandy Pro Series products 24 1 1 1 1 1 1 1 12 22 » 2"x 21/2"Universal Unions and easy grip handles make 20 to 18 installation and cleaning easy D.ugn 16 8 Design Mead 14 Pressure » Drop Extra large 2"drain port allows for easy cleaning (ft head) 12 6 10 00" » Unique pressure gauge features clean/dirty indicator 6 a that can be customized, making it easy to assess filter 4 2 CL340 CV340 2 CL460 CV460 cartridge condition 0 0 CL580 CV580 0 30 60 90 120 150 Flo.Rea(gpm) SPECIFICATIONS Specifications and Dimensions,CL 3 CV Series Filters Model Humber CL340 CL460 CLSlO CV340 CV440 CV58o Filter Area 340 ft' 460 ft' 580 it' 340 ft' 460 ft' 580 ft' Design Flow Rate .37 gpm/ft' .33 gpm/ft' .26 gpm/ft2 .37 gpm/ft' .33 gpm/ft' .26 gpm/ft' Maximum Flow 127 gpm 150 gpm 150 gpm 127 gpm 150 gpm 150 gpm Six Hour Capacity 45.720 gallons 54,000 gallons 54,000 gallons 45.720 gallons 54.000 gallons 54.000 gallons Eight Hour Capacity 60,960 gallons 72,D00 gallons 72.000 gallons 60.960 gallons 72.000 gallons 72.000 gallons Maximum Working Pressure 50 psi 50 psi 50 psi 50 psi 50 psi 50 psi Cartridges Required 4185ft'eachl 41115ft'each) 41145ft'each) 4185ft'eachl 41115ft'eachl 41145ft'each) Shipping Weight 93 lbs. 95 lbs. 101 lbs. 106 tbs. 106 lbs. 112 lbs. Height(-A") 41inches 41inches 47inches 41inches 41inches 47inches Footprint 25"dia.circle 25"dia.circle 25"dia.circle 25"dia.circle 25"dia.circle 25"dia.circle Distance Between Inlet and outlet 8" 8" 8" Not Applicable Not Applicable Not Applicable �.; ;'O Zodiac Pool Systems,Inc. 2620 Commerce Way,Vista,CA 92081 '• 1.800.822.7933 1 www.ZodiacPootSystems.com Zodiac Pool Systems Canada,Inc. 2115 South Service Road West,Unit#3,Oakville,ON 1-61-5W2 1.888.647.4004 1 www.ZodiacPoolSystems.ca 02012 Zodiac Pool Systems,Inc.SL6257 Rev A 0812 ZODIAC® ZODIAC®,s a registered trademark of Zodiac International,S.A.S.U.,used under license. z. an (R, 7� Pro Series . byZODIACO Ecological, Economical LMjTM Pool & Spa Heating POOL & • . s t� r - r i{ .e LXi'" POOL & SPA HEATER = 4n qySeries s e L}�iTM • r POOL&SPA HEATER N- oaoT ewe Heaters that pay for themselves ATER TOP VIEW through greater energy efficiency A. 1 117.5 cml I56A.6 cm) Integrating the most advanced features— m) � from superior hydraulic design, to technologically—innovative control systems. n.5 169.9<ml >>Ecological and Economical Jandy Pro Series LXi heaters exceed environmental standards 3 Il7 cml • 15.5' for Low NOx emissions. Lower emissions mean you can enjoy (311 cm)your pool with confidence. 120A cm1 • High efficiency C-Fin heat exchanger to lower operating costs. s.s I,t cml • Highest efficiency rating in the industry to keep heating costs low. ,o (15.1 cml • Low NOx,fan-assisted combustion and hot surface ignition systems for maximum performance in all weather conditions. Model Heater Width Vent Side Heater Vent Carton »The Next Generation in Heating Technology Number Firing Rate Dim'A' Diameter Mid-Vent Dim'B' Weight Providing the ultimate in convenience with the LXFs control LXi 250 250.000 BTU/HR 23.5 6 10.5" 10.5" 209 lbs. panels remote mounting feature. LXi 300 300,000 BTU/HR 26.5- 7 12.9" 1 1Z9" 215 tbs. Features a backlit display and simplified menu for LXi 400 399,000 BTU/HR 32' 8" 1 15.6" 15.6" 240 tbs. ease of operation. Built-in one-touch automation makes pool-to-spa HEAD switching simple. LXi Pressure Drop • Communicates with the AquaLink, RS family of controls. L00 350 -- _ Additional Heating Technology Features • Lightweight polymer headers 700 • NN and PN models include cupro-nickel tubes 2.50 - �- -- • NC and PC models include copper tubes,bronze headers and 2. ASME",Certified rating 1.50 — • NS and PS models are cupro-nickel and bronze ASME Certified L00 — 0.sa a •a Zodiac Pool Systems,Inc. 0.00 2620 Commerce Way,Vista,CA 92081 02 06 06 0e 01 00 120 1.800.822.7933 1 www.ZodiacPoo[Systems.com nowleeml —U0250 —LXtW ............................................................................................................. —L%i 300 Zodiac Pool Systems Canada,Inc. 2115 South Service Road West,Unit#3,Oakville,ON L6L 5W2 SMART PHONE SCAN 1.888.647.4004 1 www.ZodiacPoolSystems.ca 7 02011 ZadiK P1wt Sptems,Inc.SUM Rev-071 t =100" Z0111,11AC ZODIAC®is a registered trademark of Zodiac International SAS.U.,used under license. 7/25113 Pool Patrol Pod Alarm PAT 0 0- ,Sounds alarm if children or pets fall into your pool THE COMPLETE "POOL PATROL " POOL & SPA SECURITY SYSTEM Pool Patrol Pool Alarm Sounds alarm if children or pets fall into your pool. Easy to install, convenient to use. Helps detect intruders. Floats on pool surface. Battery powered. Low Battery indicator. Corrosion-resistant for long life. Ideal for both in-ground and above-ground pools. Also protects commercial pools and spas. How does the Pool Patrol increase pool safety? The Pool Patrol emits a warning alarm if children or pets fall into your pool. This alarm sounds out at the pool and in your home with the remote receiver(included with Model PA-30). How does the Pool Patrol work? The Pool Patrol floats on the pool surface and will activate when children or pets fall into the pool, creating a wave. When the wave touches the sensing ring of the pool alarm, the alarm is triggered, emitting a clear warning signal. The sensing ring is adjustable so that it can be controlled to activate only when an object the size of a child or pet falls into your pool. What size pool does the Pool Patrol cover? The Pool Patrol is designed to work in any shape pool. For pools larger than 20' x 40' more than one alarm may be required for greater security. The Pool Patrol comes with easy-to-use tie-down strings and hooks. This enables the Pool Patrol to be secured to the side of your pool We also do coinercial pools but those need to be quoted on an individual basis. Please contact Driven Designs for pricing and options. poolpatrol.com 1/3 7/25/13 Pod Patrol Pod Alarm Why should you buy the Pool Patrol? The Pool Patrol will add an extra margin of safety to your swimming pool It is easy to set up, convenient to use, and designed for many years of use. It is a must for every pool owner concerned with pool safety. Pool Patrol Pool Alarm with Remote } Receiver(Model PA-30) The PA-30 is the deluxe model with an electronic solid state remote receiver. An alarm will sound both in your .� pool and in your house up to a distance of r approximately 200 feet. The remote receiver has an on/off switch with an "on" indicator light and is powered by a 120 volt A.C. wall transformer. The alarm in the pool is battery powered and uses one 9 volt alkaline battery (battery not included). Packed one per carton. Total weight: 3.5lbs. Call for a dealer in your area. (Dealers and Distributors call for pricing) ASTM (The Pool Patrol PA-30 meets the requirements of ASTM Standard F 2208) Pool Patrol Pool Alarm (Model PA-20) without Remote Receiver $9&PATRTR-L The alarms come complete with all the necessary _ -- mounting hardware. Battery powered. Uses one 9 volt alkaline battery (battery not included). Packed one per carton. Total weight: 2.7lbs. Call for a dealer in your area. (Dealers and Distributors call for pricing) Pool Patrol Remote Receiver (for use with Models PA-30, GA-25, and GA-30) Double your protection. FCC approved. Can be placed up to 200 Ft. from the transmitter. Can receive the signal form both the Gate & Door Alarm and Pool Alarm. The remote receiver has an on/off switch with an "on" indicator light and is powered by a 120 volt A.C. wall transformer. Total weight: 1lbs. Call for a dealer in your area. (Dealers and Distributors call for pricing) poolpatrol.com 2/3 I r� 7/25/13 Pool Patrol Pod Alarm • L16A MAO MADE IN THE USA Manufactured by: DRIVEN DESIGNS INC 1135 S. Bridge St. Belding, MI48809 Phone: 616.794.9977 Fax: 616.794.9987 Contact: Vicki Lanting Email: \tanting0drivendesigns.com rHomel jGate Alarm]] Fj AQ1 Returns Policies jContact UsJ (Information Re uest Copyright© 1999 -2004 Driven Designs, Inc. All Rights Reserved. poolpatrd.com X3 t A MDX-R3 MEETS THE SAFETY STANDARDS WHILE HELPING KEEP YOUR POOL CLEAN: THE MDX-R3 VGB COMPLIANT DEBRIS DRAIN COMBINES QUALITY,CRAFTSMANSHIP,AND IN- NOVATION TO PROVIDE YOU WITH THE BEST FOR YOUR POOL.MDX-R3 IS MORE THAN JUST A DRAIN; WHEN COMBINED WITH A PARAMOUNT IN-FLOOR CLEANING AND CIRCULATION gpimnl SYSTEM,THE MDX-R3 VGB COMPLIANT DEBRIS DRAIN IS A HIGHLY EFFICIENT DRAIN THAT AL- VGB COMPLIANT DEBRIS DRAIN LOWS DIRT,LEAVES,AND OTHER DEBRIS TO BE EFFECTIVELY REMOVED FROM YOUR POOL. MDX-R3 VGB SOX HIGH FLOW DEBRIS CONTAIN- COMPLIANT ©SAFETY DRAIN ©MENT CANISTER DEBRIS DRAIN (OPTIONAL) MDX-R3&SDX ARE AVAILABLE IN 8 DESIGNER COLORS White Gray Black Taupe low 01 02 03 04 �+ Blue Light Beige Light OrJ Blue 07 Gray 06 08 THE MDX-R3 VGB COMPLIANT MDX-R3 ALSO OFFERS MUL- THE MDX-R3 WORKS IN CON- DEBRIS DRAIN IS THE LAT- TIPLE LAYERS OF PROTEC- JUNCTION WITH THE PARA- EST ADVANCEMENT IN DRAIN TION, INCLUDING THE VGB MOUNT DEBRIS CONTAINMENT SAFETY AND DEBRIS REMOVAL 2008 COMPLIANT SDX HIGH CANISTER WHICH HOLDS MDX-R3 IS A HIGHLY EFFICIENT FLOW SAFETY DRAIN& IF 4009b MORE THAN MOST DRAIN THAT ALLOWS DIRT, THE MDX-R3 EVER BECOMES POOL PUMP BASKETS,AND IS LEAVES, AND OTHER DEBRIS BLOCKED.THE SDX ABSORBS EASY TO ACCESS THROUGH A 1 �.�;; �� �y2 70 BE EFFECTIVELY REMOVED THE FULL FLOW OF THE PUMP COLOR COORDINATED DECK FROM YOUR POOL TO RELIEVE EXCESSIVE SUC- LID.AN ADDITIONAL LAYER OF TION AND PROVIDE A BACK-UP SAFETY CAN BE ACHIEVED ��A112.t9.8� LAYER OF ANTI-ENTRAPMENT WITH THE OPTIONAL MVFUSE �000 usreo SAFETY MAGNETIC SAFETY VACUUM RELEASE SYSTEM(SVRS)_ "WARNING. MDX-R3 and SDX must be installed in accordance with Paramount's written instruction - manual. and in conformity with ap- plicable Federal, State, Local and Swimming pool industry building and safety codes. • MDX-R3 VGB Compliant Debris Drain is only available to Paramount _e Authorized Builders i�w - - Ash - MA[If VI USA a H THE NEXT REVOLUTION IN SAFETY DRAIN TECHNOLOGY PARAMOUNT POOL&SPA SYSTEMS' MDX-R3 VGB COMPLIANT DEBRIS DRAIN EFFEC- TIVELY ELIMINATES DEBRIS THAT IS DELIVERED TO THE DRAIN AND OFFERS SEVERAL ,,I?R[3 LAYERS OF ANTI-ENTRAPMENT PROTECTION FOR YOUR LOVED ONES. VGB COMPLIANT DEBRIS DRAIN PARAMOUNTS'DRAINS HAVE BEEN ■SPECIALLY DESIGNED OPENING TO PROTECT RE-TESTED AND ARE FULLY VGB COMPLIANT. AGAINST HAIR AND MECHANICAL ENTRAP- MENT WHILE EFFICIENTLY ACCEPTING LARGE ■RATED FOR A MAXIMUM SYSTEM FLOW RATE DEBRIS. - OF 132GPM. FOR CONCRETE, VINYL. AND FIBERGLASS ■ENLARGED SUCTION ELEMENT PROTECTS POOLS. AGAINST HAIR AND CLOTHING ENTRAPMENT ■THE MOX-R3 SUMP HAS A 2'PORT FOR A HY- 0 OUTSTANDING FOR POOLS AS WELL AS SPAS, DROSTATIC VALVE. OVERFLOW BASINS. AND FOUNTAINS, ANY- WHERE DEBRIS NEEDS TO BE REMOVED ■LARGE CAPACITY SUMP ELIMINATES PLUGGED DRAIN SERVICE CALLS BY ALLOW- ING MOST DEBRIS TO PASS THROUGH. MDX-R3 GIVES YOU PEACE OF MIND WITH LAYERS OF PROTECTION: THE MDX-R3 VGB COMPLIANT DEBRIS DRAIN IS DESIGNED TO MEET THE INDUSTRY STAN- DARD ASME Al12.19.8-2007 ANTI-ENTRAPMENT REQUIREMENTS FOR CONCRETE, VINYL AND FIBERGLASS POOLS, AND IS TESTED AND LISTED BY IAPMO, TO EARN THE PREMIER SWIMMING POOL SPA AND HOT TUB CODE (USPC) SHIELD. IF THE MDX-R3 BECOMES COV- ERED,THE SECONDARY SDX DRAIN ACTIVATES TO PREVENT EXCESSIVE SUCTION AND TRU- LY BECOMES A SAFETY BACKUP. FOR ADDITIONAL SAFETY SIMPLY ADD MVFUSE TO THE PARAMOUNT DEBRIS CANISTER AS A THIRD POINT OF SUCTION RELIEF. LOCATED BETWEEN MDX-R3 AND THE PUMP THE PAT- ENTED MVFUSE PROVIDES ANOTHER LAYER OF SWIMMER PROTECTION. THE MDX-R3 VGB COMPLIANT DEBRIS DRAIN PROTECTS AGAINST: BODY ENTRAPMENT HAIR ENTRAPMENT LIMB ENTRAPMENT EVISCERATION FINGER&TOE ENTRAPMENT DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: - BUILDING DEPARTMENT — APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# � 1� " 644-2511 ext. 230 Date Building Inspec or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT N AP M42C C4n 'I Cc, _ APPLICANT ADDRESS y 3 50f r c, W LPC - - - -- -- -APPLICANT-PHONE# --- ----- ---- - -- -- - - — - - ----- - - OW N St OWNER Cr(kS A)ob0', �C)-(- e OWNER ADDRESS 1 k 1I O M t OWNER PHONE 6(_0 to�l S g O C ESTIMATED COST$ $ S 5 O o � � U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ $Cj TYPE OF JOB: a�t{g� S�R C O New Installation _Alteration/Addition/Repair Revised 41011/2002 f APPLICATION FOR HV�C PERMIT (Continued from reverse side) TYPE OF SYSTEM: ! TYPE OF BUILDING: O HEATING �RESIDI NTIAL )IxC ` 0 COMMERCIAL 0 VENTILATION ( 0 INDUSTRIAL HEATING 0 STEAM LOW PRESSURE LMT LBS. HIGH PRESSURE LIMIT LBS. ❑MRONIC 0 WARM AIR ❑UNIT Ri DIANT HEATER EXISTING RADIATION ADDIT IONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE °F INSIDE °F DIFFERENCE °F TOTAL HEAT LOSS(BTUH) T(#iEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMIONT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUIp NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL—GPM OIL TANK LOCH ON:0 INSIDEU OUTSIDE CAPACITY O GAS—INPUT LPG TANK APACTTY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE °F INSIDE °F DIFFERENCE °F TOTAL HEAT GAIN(BTUH) AT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPME Yr(INCLUDING MAKE&MODEL NO.) T w 1 �et�can S� r,cic�d 1� Seed ��nr� TONNAGE COO jNG CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQ (INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY AP LICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FORA IERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL•LOCAL ORDINANCES STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK, CONTRACTORS LICENS NO. TYPE STATE SIGNATURE OF APPLICANT DATE NO TES -� ear.-----^" 1. AREA OF LOT 10 A 26,J85 50J.7 a606 ACRE. 2. ZONE OF SUSZOT PAROa I5 "i:R". LOT is WIJYIN A SU8171N.SI0N DEV£T.OPED AS AN "OPEN SPACE SUBDAISION". AUNIMUY YARD REQUIREMENTS' FRONT.. 50 FEET SIDE 10 FEET REAR R 50 FEET J. BOUNDARY INFORMAUON TAKEN FROA( PLANS E71+77niEv -- ©PEN SPACE "GWW RIDGE /I OPEN „'GPAC.E 5u6D1W&0N - PR ZONE PREPIrtw FOR AfANNARINO•aulLREns,, CUTLER RIDGE HOME0147VER'S ASSOCIATION INC.. VBDIW WON PLAN, 940 Ari:-74Y S77MEET, SOUM WNDSOR, CONNECUCUT $HEF,T 11,1,2 6 13, SCALE 1 ft-40 FT., DATE:' OCRVER fa 190, REWS10N DA7E'S To 7-29-99, AU-a D ASSOCIATES; INC., 01WL ENGINEERS; W NDSOR, CONN£C77CUT"- 4. APPLICAN T HAP PREPARED A!" MANNAMNO BUILDERS INC. ALf�1Y.N??D ASSOCIA W,, INC. C/o ROBERT MANNARINO 200 PIGM H144 ROAD N 08 37'04" E - T 45.17' 110 EWNG FON ROAD P.O. BOX 04 SOU7H WNDSOR. CONNSC17CUr 06074 wNDSom CINNECI7CUT 06095 . ----------- -- ---""----- TEL j (aea) 289=7055 >LcLr 1 (sso) 6e8--7298 x ' 31,1E + 314.8 • 315.3 316.4 .I 5. ELEVAIrONS ARE BASED ON M.D.0 DATUAl: 10 + 8. NO ZONING WMA 77ONS Iff IH RESPECT 70 LOCAWN OF•E-XISII'NG HOUSE, AS SHOIW. 72lt ,� "1 _l-+n-PROPOSED 7. LEt;END - r,3 316.51 POOL LOCATION QD 1 *--f'•=---- •h------', 1w EXI577NG Cthtillt�tlR PROPOSED FENCE X aro.O EXIsim SPor GRADE LOCATION WITH SELF �! � �� � CLOSING & SELF LATCHING GATES ;y a ununEs LEGErIo - 315.24 �._.. W WAD R %?VIC'E 318.3 z�0.n. � + . 317.2 -�� 13 �! 13 23' �, 1 . I 315.8 610 FOOTING BRAIN LINE Hw„ CXI577N0 HOUSE °i 315.42 GAS SERVICE 42.0' uR-cvNolnorllNa uN1r 315.8' N 1$-+2-o0y y FD FI J082.• T,E,rV 7ELE7'HON[w ELl;CTIiIC AND CABLE TV s£RVTCES SAN. II. Joao* 317.0 !G _ �35.98 -314.3 ?� S 8"o SANITAfrY�srH87? LAlERAt • '"T" 7r 31$.9 '�11.3'1n ,�' � w ,1, ' 317,1;' * a 314.5 T 315.fii� 17' + �+ o 7E't.EP1fGSNE N&DHALE ov 4C 0: 317.2 -; -b WWAQYt15 CotrcRE1E GAS GA TE 50wy 1 `COBBLE 316.3- 14.&3 ;'1 1312.4 WA MR GATE 314.2; STONE WALK ILA } -312.2 06 CAS AfE7E7d 1� 314.5 N +-•'• +; 312.16 0 A EXISTING MOUSE -• RadOO 00' 12,r T -ram ►O' WDE CL&P EMI SEMEIrT 'ARAC R OOR E 1/ a .31�.4e' L`4 05' t ,.• zr AND SIREE'T TREE' EAsafE7YT - f7NlStfF1? FLOOR EI.E'4: � .7T19.7d' D Oy 38'�Q - _.::= '-• . r BASE`MEMT FLOOR ELEK - ,1019, t -w 310.66 310.02 -.O 309.84 4' KDE CONCRETE IVALK B077VU OF P'0077NG - 308.2s• "` - 3i1y.5,? 3U9.35 FUOT7iVG DRAIN�� �. CORNERSTONE �_ CtZANOUr� _ ce ,r.'6 DRIVE' . 7F_ .106.i] FD Flat 341.7 WA TER FAIN TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT - -,. --_- - -_.._-- ----._. DATE: BAA+ MH I k e C,L, 4�ed g4 9 J&I of e, �1 iM,1'v`cC 4 01 n 1,1'14 SANITARY SEKW LATERAL n-z29 9 2x is I j p s�1 >'I SM. SE140 LA 7ERA4 FROM HOUSE 10 MAIN LINE 110= 6*0 AT 118X � 774/S SURVEY AND MAP ,HAS GaW PREPARED IN ACCORDANCE WITH SEC77ONS 20-3046-1 THROUGH 20--3005-20 OF TIME REGULA77ONS OF CONNE017CUT STATE AGENCIES-- "MINIA/UM STANDARDS FOR SURVEYS AND MAPS IN 774E STA IE OF CONNE-C77CUT" AS ENDORSED BY "I/E CONNEC77CUT ASSOCIATION OF LAND? SURVEYORS, INC.. IT IS A LIM17- D PROPER TY123OUNDARY SURVEY BASED 'N' A QEPENDw RESURvEy ,CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDER) TO BE USED FOR AN IMPROVEMENT LOCA17ON SURI E'Y. GRAPHIC SCALE 40 o ,0 OW N +;5p W TO MY KNOWLEDGE AND BELIEF', THIS MAP IS ��• "a .,fir Q ' N Al rir' PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON. a . p. W`" MANNAMNO BUILDERS, INC. yob 4<>-`.:� �`�•yo� '�q;` , { IN FEET ) L.S. NO. 9344 r = THE LOCATIONS OF UNDERGROUND UTILITIES ARE IMPROVEMENT LOCATION SUR" I_Y (�1�. EN�NNEEITS No. 434G � No. 93G4 �� i_ APPROXIMATE AND ALL UTILITIES MAY NOT BE °� ,�r wool#*,''.� �''•�IcFrtsF • `''� SHOWN. PRIOR TO CONSTRUCTION CONTRACTOR ` Fs'"•.•••,.*t�a`< ' ,'�v •�••�•*•� �° CUTLER RIDGE 11 Iq 9-15--00 ADDED AS-,BUILT HOUSE', DRIVE". UMMES ANA GRADES 'I'Z/ ,L �t �' ,auf11Olt$ .SF�{ALL CALL 1-SDO--922-4455 ANQ HAVE THE' LOT 10 - WILSON M. ALFOIIO,JR.AE.6 L.S.UTILITIES MARKED ON THE GROUND, GATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 114CORNERSTONEDAI� SOUIII WINDStI�. CUI�It�ECTICUTSCALE: 1 IN. a UATE:pECEMBER 8, 1999 D.:M991$610 Pt M690U9 FOLDER MANNARINO FILE MANNARINO-CUTLER I1 NO TES - 1. AREA OF LOT 10 = 26,385 SQ.FT. = 0.606 ACRES �.. 2. ZONE OF SUBJECT PARCEL IS RR'. LOT IS WITHIN A SUBDIVISION DEVELOPED AS AN "OPEN SPACE SUBDIVISION". MINIMUM YARD REQUIREMENTS• FRONT= 50 FEET SIDE = 10 FEET REAR = 50 FEET J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN7777-ED - OPEN SPADE CUTLER RIDGE HOMEOWNERS 'CUR LER RIDGE/I OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, ASSOClA770N INC., SUBDIVISION PLAN, 940 AVERY STREET, SOU77-1 W9NDSOR, CONNEC77CUT, SHEET 11,12 & 13, SCALE* 1 1N.=40 FT., DATE. OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, INC., CIVIL ENGINEERS, WINDSOR, CONNECTICUT": 4. APPLICANT MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. C/o ROBERT MANNARINO 200 PIGEON HILL ROAD N 08:31104" E - 145.17' 1169 ELLINGTON ROAD P.O. BOX 484 SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL # (860) 289-7055 TEL # (860) 688-7288 z + 314.6 + 314.8 + 315.3 316.4 W 5. ELEVATIONS ARE BASED ON M.D.C. DATUM. + o I 6. NO ZONING V70LA77ONS WITH RESPECT TO LOCA77ON OF EXIS77NG HOUSE, AS SHOWN. �d oP o O O FO � (0 7LEGEND - O 315.9 - .31 31E.5 �11 '50 R.Y. + `370- EXIS77NG CONTOUR 316.3 + 316.2 x 310.0 EXIS77NG SPOT GRADE AI J` 8. U77LI77ES LEGEND - �0 � 9 l s• � 316.3 2' O.H. ti 316.1* ,- 0 315.24 W WATER SERVICE --- ° 123" TE,7V 315.6 r 6"0 FOOTING DRAIN LINE Hw EXISTING HOUS ;'315.42 G GAS SERVICE 315.9' (FL= J0) 42.0. 314.9TE, -V TELEPHONE, ELECTRIC AND CABLE TV SERVICES A?-CONDITIONING UNIT + N FD FL= 3D8.2317.0 SAN. FL= 308.0E315.98 314.3 G S 6'0 SANITARY SEWER LATERAL 26.7'; 1-1' in o 317.1% 315.9 a + 314.5 T 315.61� 12' i O TELEPHONE HANDHOLE 1316. OH i co 21.6' 1 \ O GV Q` 317.2 BITUMINOUS CONCRETE GAS GATE `� I DRIVEWAY 6 I \COBBLE 316.3 14.63,' y 312.4 WATE4 GATE 315.3 `314.2, STONE WALK + ! c� 312.2 131+4.5� 312.16 n' Go GAS METER 3 v c o S' 0831'04" W C141 9. EXISTING HOUSE - R=300.00' i '512 m 78.00 10' WIDE CL&P EASEMENT GARAGE FLOOR E'F!! = 316.07 L=40.03' - - - -AI:u STRE - TREE EAacMEN FINISHED FLOOR ELEV. = 318.70 D=0738'40'_ =i---z 1=- -- I --- BASEMENT FLOOR ELEV. = 8.70 310.66 310.02 Tom, 4' WIDE CONCRETE WALK BOTTOM OF FOOTING = 308.2t 309.84 �' 310 92 310.92T 309.97J310.2 - - - - 309.53 309.35 FOOAAIG DRAIN ` 1} zE CORNERSTONE _ _ _ CLEANOUT _ CB'f-a o DRI VIE FD J .0 310- --------W'-------- --W--------- --- -•-HYD.4ANT WATER MAIN i ---------------- - -- -- i i SAN. MH #8 TF=310.18 SANITARY SEWER LATERAL FL=293.9 SAN. SEWER LATERAL FROM HOUSE TO MAIN LINE 110- 670 AT 12.&Z THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-J0Ob-1 THROUGH 20-3OOb-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIAT70N OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE ♦♦te�O�n �... ♦♦*;j;ccwAf, .. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS 40 0 40 8p e♦cG ....... 'T�'•. ee° - -'���•. PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON. �ALFo-- �. y°IN FEET ��''' MANNARINO BUILDERS, INC. ( ) : �„ ;; �. �iU ° '� * - � � L.S. N0. 9344 IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. 9344 r �� No. 9s44 °.� CIVIL EhUINE RS APPROXIMATE AND ALL UTILITIES MAY NOT BE '.Po--�!CENSE�"'z p° �. �- �iCENSE�.'') •°°° C(JTLEI� RIDGE �� � 1 1 WNDSO �-Cn= F ......•• • ♦ . .4 .• o ♦� SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR •w0.FSSIONAL �` o'' "D S U RNA-- 10 • 9-15-00 ADDED AS-BUILT HOUSE, DRIVE, U77U77ES AND GRADES �� ' , ♦' WILSON M. ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 10 - UTILITIES MARKED ON THE GROU'+D. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 114 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: DECEMBER 8, 1999 D:M9915610 P:M98009 FOLDER:MANNARINO FILE:MANNARINO-CUTLER 11 NO TES - 1. AREA OF LOT 10 = 26,385 SQ.FT. = 0.606 ACRES. i 2. ZONE OF SUBJECT PARCEL IS 'RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS AN OPEN SPACE SUBDIVISION". MINIMUM YARD REQUIREMENTS. FRONT = 50 FEET SIDE = 10 FEET REAR = 50 FEET J. BOUNDARY INFORMA7701V TAKEN FROM PLANS ENTITLED — OPEN SPACE "CUTLER RIDGE Il OPEN SPACE SUBDIVISION — RR ZONE PREPARED FOR MANNARINO BUILDERS, CUTLER RIDGE HOMEOWNER'S ASSOCIATION INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNEC77CUT, SHEET 11,12 & 13, SCALE 1 IN.-40 FT., DATE- OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, INC., C114L ENGINEERS, WINDSOR, CONNEC77CUT-. 4. APPLICANT MAP PREPARED BY• MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. __ -__ - % ROBERT MANNARINO 200 PIGEON HILL ROAD - _ - 1169 ELLINGTON ROAD P.O. BOX 484 SOUTH WINDSOR, CONNECTICUT 06074 WINDSOR, CONNEC77CUT 06095 N 08 JI 04" E 145.17' i TEL 1 (860) 269-7055 TEL 4 (860) 688-7288 11 It 5. ELEVATIONS ARE BASED ON M.D.C. DATUM. 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA7701V OF HOUSE, IF ERECTED AS SHOWN. NiN 7. CON7RACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVA11ON. IRA FABRIC 50' R.Y. s t r SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. „ 8. DURING CONSTRUCTION, MIRAFT FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. 31J.5 -- �i 9. LEGEND — o EXIS77NG CONTOUR x 310.0 EXIS77NG SPOT GRADE tt �'►3f!� fli.Rt 41.9' 310 PROPOSED CONTOUR 60,01, 310 0 PROPOSED SPOT GRADE i X75?, PROPOSED HOUSE o £ 5E FD FL= 307.1 PROPOSED GRADE TO DRAIN 00U 25 7' SAN. FL= 305.6 Lo w HOUSE SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE t o W PROPOSED WATER SERVICE y ,s, FO--- PROPOSED 610 FOOTING DRAIN LINE I 50' T PROPOSED 7ELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET 314 E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN S7REET cn S PROPOSED 670 SANITARY SEWER LATERAL S 0831 04" W 3�4 312 0 - MIRAR FABRIC FENCE — TO BE PLACED PRIOR TO ANY CONSTRUCTION AND R=300.00' 0 78.06 10' WIDE CLdcP EASEMENT SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED L=40.03, 0 310.3 AND STREET TREE EASEMENT z42 D=0738'40' 10. PROPOSED HOUSE - - .`-- ' a' WIDE CONCRETE WaJC 310.8 PROPOSED GARAGE FLOOR = 315.0 PROPOSED P OF FOUNDA 77O 16.0 PROPOSED F7 FLOOR .3170 APPROXIMATE BASEMENT FLOOR = 308.3 308.9 .� _ CB 'fie TF= 306.0 TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE F7NAL £X72 RIOR GRADE. BUTLER DRIVE FD FL= 30.7 — �h — ----w- HYDRANT WATER MAIN i 310 i— ——————— ————— i1— F0077NG DRAIN FL 0 CLEANOUT= .305.5 SAN. MH ,f8 7F 310.18 SANITARY SEWER LA7FRAL F7=2939 SAN. SEWER LA7FRAL FROM HOUSE TO MAIN LINE 100'— 6'0 AT 2.0%MINIMUM GRADE (NOTE— CLEANOUT IS REQUIRED) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECT70NS 20-300b-1 THROUGH 2O-300b-20 OF 77-IE REGULA77ONS OF CONNEC77CUT STATE AGENCIES— "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STA7F OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA7ON OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE p.tr+►rrr�ti �; �rrrrrrrrrrr� TO MY KNOWLEDGE AND BELIEF, THIS MAP IS 40 0 40 80 •••�OF co, �arm.+s I •�•i OF.�NN I'•I+�i qF• '!•+� oo• C�.,,M ALF � �� PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON. MANNARINO BUILDERS, INC. ( IN FEET ) L.S. NO. 9344 r IMPROVEMENT LOCATION SURVEY No. 9344 ; CIVIL �III�LBRS THE LOCATIONS OF UNDERGROUND UTILITIES ARE1. APPROXIMATE AND ALL UTILITIES MAY NOT BE •++Pow;-.!cENsti.• ��``•+' •.�q'�.CENSE yo*oo `OR�ECTI� < o , o - / o WINS SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR '} ++.a�s�ONALy �`�;►•'�'o � +• �.+� suR��i•:•• 0 CUTLER RIDGE II SEP rWILSON M. ALFORD,JR.,P.E.B L.S. SHALL CALL 1-800-922-4455 AND HAVE THE IUTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE S1i;NATURE AND EMBOSSED SEALLOT 10 — BUTLER DRIVE SOUTH VANDSOR, CONNECTICUTSCALE: 1 IN. = 4DATE: DECEMBER 8, 1999 D:M9915610 P:M98009 FOLDER:MANNARINO FILE MANNARINO-CUTLER 11 I O1 STEEL SCHEDULE: a) VERTICAL REBAR #3 (3 " DIA.) ON 12"t1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN DEEP 3 COPING END OF POOL WHERE WATER DEPTH IS GREATER THAN 5 FEET' DEEP b) HORIZONTAL RE�3AR #3 (3/e" DIA.) ON 12"f1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN 11" f1" BOND BEAM TRANSITION AREA OF POOL, RUNNING PARALLEL TO LONG AXIS OF POOL I c) OVERLAP ALL BARS 15" MINIMUM b POOL SHELL: TILE 3 4 REBARS TO BE LEFT EXTENDED POOL SHELL TO BE GUNITE CONCRETE (PNEUMATICALLY APPLIED) 2500 PSI MIN. 28 DAY STRENGTH FOR GROUNDING BY LICENSED ELECTRICIAN(3) #4 REBARS IN BEAM Q3 FINISIA: HORIZONTAL REBAR 1 b a COPING - PRECAST CONCRETE, CONCRETE PAVERS, OR STONE, SET IN MORTOR 6" TO 8" GUNITE CONCRETE WALLS b) TILE - FROSTPROOF CERAMIC " /, MARBELITE 3c y, 2„c) MARBELITE - A CONCRETE FINISH, WHITE CEMENT WITH WHITE SAND APPROX y TO � THICK VERTICAL REB PLUMBING: AR 1a f�4 ALL PLUMBING TO BE SCHEDULE 40 PVC PIPING. 5" TO 6" GUNITE CONCRETE FLOORS M �5+ EQUIPMENT: LA SEE DETAIL SHEETS ATTACHED 6@ LIGHTS - 110V 250 WATT d TURNOVER -- LESS THAN 12HRS TYPICAL WALL SECTION a FILTER PUMP TO BE 2 SPEED PUMP TO MEET ENERGY EFFICIENCY CODE N.T.S. ®ANY PUMPS CONNECTED TO A SUBMERSED SUCTION OUTLETS SHALL BE PENTAIR INTELLIPRO PUMPS EQUIPPED WITH SVRS PROTECTION 10 SHALLOW END OF P004 SHALL HAVE A MEANS OF EGRESS 11 DEEP END IF 5' DEEP OR GREATER SHALL HAVE A MEANS OF EGRESS 1@?. SUBMERGED SUCTION OUTLET COVERS SHALL BE VIRGINIA GRAEME BAKER COMPLIANT AND NOT EXCEED DEEP END WATER DEPTH AS CALLED 1 li FEET PER SECOND VELOCITY FOR IN CUSTOMER PRINT; TOP OF WALL 3" 9'-0"t1" ICONDUIT TO THIS POINT It BY AQUA, REMAINDER o L BY LICENSED ELECTRICIAN rn M II ¢ WATER LINE M 12 SDX 1 DRAIN o LU 3 a0 > Mi,X N 6 LIGHT cN NICHESTEEL DRAIN TYPICAL PLUMBING SCHEMATIC p A�"" P 1 , SE4�R� FOR POOL UGjf�" A GUNITE CONC. N.T.S. SHELL 2 MAN MINIMUM OF ONE SKIMMER PER 800 SQ. FT. OF SURFACE AREA MINIMUM OF ONE INLET PER 300 SQ. FT. OF SURFACE AREA COLLECTOR TUBE PENTAIR IN1$LUPRO WITH HYDROSTATIC RELIEF VALVE VS + SVRS P6EGXS4H•-208L P CF H 2" 11¢ H.P, 2„ AS HARTFORD 2" 2„ LOOP NOT REQUIRED 2M NOTES: IF AIR BLOWER IS LESS THAN 25' 2" VALVE FROM SPA A. FOR C©NNECTICUT. SWIMMING POOL IS DESIGNED TO MEET THE 2003 VALVE 21§" z OOL ;im, 2" I.R.C. (INTERNATIONAL RESIDENTIAL CODE) INCLUDING SKIMMER 1}1 o a (MIN. 2) ALVE 2 " $ AppENDIX G FOR ONE & TWO FAMILY DWELLINGS SPA a ALONG WITH THE 2005 CT. SUPPLEMENT & THE 2009 CT ADDENDUM. o a 2% 2 DX B. FOR MASSACNU5ET15. SWIMMING POOL IS DESIGNED TO MEET 2009 IRC DX 2 " 2�" (INTERNATIONAL. RESIDENTIAL CODE) INCLUDING APPENDIX G FOR ONE & TWO MDX MDX FAMILY DWELLINGS & MA. AMENDMENTS C. SEE CUSTOMER PRINT FOR EQUIPMENT DETAILS D. AN APPROVED POOL ALARM IS INCLUDED IN CT & NY INSTALLATIONS TYPICAL PLUMBING SCHEMATIC FOR POOL MIN. 3' MDX E. FOR DIVING POOLS, ALL POOL DIMENSIONS MUST COMPLY WITH BOCA, N.T.S. SEPERATION ANSI, STATE & DIVING BOARD MANUFACTURER'S SPECIFICATIONS MINIMUM OF ONE SKIMMER PER 800 SQ. FT. OF SURFACE AREA DRAIN MINIMUM OF ONE INLET PER 300 SQ. FT. OF SURFACE AREA DX RETURN PENTAIR INTELLIPRO P6E6XS4HS 20§L .~ JETS P CF �" l WALL RETURNS 7HISDESIGN&DRAWINGARETHEPROPERTYOF '2' (MIN. 2) VALVE 2" Pad & Paaa 2�' SPA v�`�px SKIMMER S ATE OFT. CONN.2 NC. EAST WINDSOR, CT 06088 MDX STATE OF MASS. TELEPHONE: 860--623--9886 #113981 0— 1 STATE OF N.Y. Sw' IMMING #5600-HC13 P0_ OL STATE OF R.I. #113733 STANDARD CONSTRUCTION DWG DRAWN BY: CHECKED BY: DATE: �:�� L.R.C. 09 18 13 wmb- 01 STEEL SCHEDULE: 3 COPING a) VERTICAL REBAR #3 (�" DIA.) ON 12"t1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN DEEP 111 f1" BOND BEAM END OF POOL WHERE WATER DEPTH IS GREATER THAN 5 FEET DEEP ..— b) HORIZONTAL REBAR #3 (3S' DIA.) ON 12"f1" CENTERS WITH ADDITIONAL REBARS EVERY 6" IN TRANSITION AREA OF POOL, RUNNING PARALLEL TO LONG AXIS OF POOL TILE 3b c) OVERLAP ALL BARS 15 MINIMUM 4 REBARS TO BE LEFT EXTENDED FOR GROUNDING BY LICENSED ELECTRICIAN QPOOL SHELL: rk (3) #4 REBARS IN BEAM POOL SHELL TO BE GUNITE CONCRETE (PNEUMATICALLY APPLIED) 2500 PSI MIN. 28 DAY STRENGTH HORIZONTAL REBAR(1b --► r — 6" TO 8" GUNITE: CONCRETE WALLS FINISH: MARBELITE a) COPING PRECAST CONCRETE, CONCRETE PAVERS, OR STONE, SET IN MORTOR b) TILE — FROSTPROOF CERAMIC VERTICAL REBAR&—, a c) MARBELITE -- A CONCRETE FINISH, WHITE CEMENT WITH WHITE SAND APPROX Y" TO THICK D PLUMBING: 5" TO 6" GUNITE CONCRETE FLOORS ALL PLUMBING TO BE SCHEDULE 40 PVC PIPING. @ EQUIPMENT: SEE DETAIL SHEETS ATTACHED TYPICAL WALL SECTION LIGHTS — 11 oV 250 WATT N.T.S. TURNOVER — LESS THAN 12HRS 8@ FILTER PUMP TO BE 2 SPEED PUMP TO MEET ENERGY EFFICIENCY CODE ANY PUMPS CONNECTED TO A SUBMERSED SUCTION OUTLETS SHALT_ BE PENTAIR INTELLIPRO PUMPS EQUIPPED WITH SVRS PROTECTION 10 SHALLOW END OF POOL SHALL HAVE A MEANS OF EGRESS DEEP END WATER DEPTH AS GALLED (3 DEEP END IF 5' DEEP OR GREATER SHALL HAVE A MEANS OF EGRESS FOR IN CUSTOMER PRINT; 1, SUBMERGED SUCTION OUTLET COVERS SHALL BE VIRGINIA GRAEME BAKER COMPLIANT AND NOTEXCEED 19 1% FEET PER SECOND VELOCITY 3"f1 TOP OF WALL —0 " CONDUIT TO THIS POINT .. ._^.� BY AQUA, REMAINDER BY LICENSED ELECTRICIAN w_ I Dr �o X WATER LINE M SDX 12 Lo DRAIN 0 w �S' PVC & ST. STEEL I a ,�X 6' LIGHT NICHE 3 'coo Q ,, �— _ C,-o n.N 1 1 PLUMBING SCHEMATIC FOR POOL & SPA GUNITE SCONC,HELL TYPICAL _- _-- _ SHELL � N.T.S. COLLECTOR TUBE MINIMUM OF ONE SKIMMER PER 800 SQ. FT. OF SURFACE AREA WITH HYDROSTATIC RELIEF VALVE MINIMUM OF ONE INLET PER 300 SQ. FT. OF SURFACE AREA PI:NTAIR INTELLIPRO VS + SVRS P6E6XS4H-209L 2" 1% H.P, 2" P CF H AB HARTFORD NOTES' . LOOP NOT REQUIRED 2" 2" 2" IF AI SPAR IS LESS THAN 25' A. FOR CONNECTICUT. SWIMMING POOL IS DESIGNED TO MEET THE 2003 VALVE I.R.C. (INTERNATIONAL RESIDENTIAL CODE) INCLUDING 2OSKIMMEft VALVE 21�" z z 2" 23�e" APPENDIX G FOR ONE & TWO FAMILY DWELLINGS 1 o a (MIN 2) 2" VALVE ALONG WITH THE 2005 CT. SUPPLEMENT & THE 2009 CT ADDENDUM. SPA 1 " N B. FOR MASSACtIUSETTS. SWIMMING POOL IS DESIGNED TO MEET 2009 IRC a 2% ° (INTERNATIONAL RESIDENTIAL CODE) INCLUDING APPENDIX G FOR ONE & TWO 2% DX FAMILY DWELLINGS & MA. AMENDMENTS Dx z%"2�" MDX C. SEE CUSTOMER PRINT FOR EQUIPMENT DETAILS MDX D. AN APPROVED POOL ALARM IS INCLUDED IN CT & NY INSTALLATIONS E. FOR DIVING POOLS, ALL POOL DIMENSIONS MUST COMPLY WITH BOCA, TYP I C AL PLUM B I N G SCHEMATIC FOR POOL MIN. 3' MDX ANSI, STATE & DIVING BOARD MANUFACTURER'S SPECIFICATIONS N.T.S. SEPERATION DRAIN �-- RETURN MINIMUM OF ONE SKIMMER PER 800 SQ. FT. OF SURFACE AREA DX MINIMUM OF ONE INLET PER 300 SQ. FT. OF SURFACE AREA PENTAIR INTELLIPRO ,ETS liiisbESIGN&DRA1VINGA]tETiiF"- PERTYOF: VS + SVRS, P6E6XS4H-209L P OF H �2" l "e2" ��" (WALL MIN. 2)TURNS �/ INC. F2% LVE 2" SPA STATE s�F#50�34i32 EAST WINDSOR, CT 06088 x SKIMMER STATE OF MASS. TELEPHONE: 860--623--9856 #113981 X' 8§10-222-1933 , MDX STATE OF N.Y. POOL#560G—H93 SWIMMING STATE OF R.I. STANDARD CONSTRUCTION DWG #113733 DRAWN BY: CHECKED BY: DATE: L.R.C. 09 1$ 13