Loading...
HomeMy WebLinkAboutInground Pool TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE _ UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2007-0217 _ Date: _ 18-Ma -07 Map/Lot: 035/009-024 Owner ID: 58000 Project Location: 12 ALLISON'S WAY Unit: Job Description: Inground Pool 17'6" x 9'6" Owner Name: David Carlson & Heidi Buchholtz Tenant Name: N/A Careof: 15 Forsyth Road . Oakdale CT 06370- Telephone: Contractor Name: William LeTpi g ell Telephone: (860)887-8203 DBA: Leffingwell Pools Uc/Reg Type: HIC Lic/Reg No: 579557 P. O. Box 369 Exp Date: 30-Nov-07 Ledyard Ct 06339- C sirvc Io al a Permit Fees Construction Information Building Value: _ _$4,636.00 Building Fee:_ $40.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: 4 $0.00 Electrical Value: $711.00 Electrical Fee: $8.00 Construction Type: IRC Total Value: $5,347.00 Penalty Fee: $0.00 Permit Code: R8~ C of 0 Fee: $10.00 Comments: Plan Review Fee: $4.80 State Ed Fee: $0.86 Total Fee Paid: $63.66 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING MECHANICAL ELECTRICAL PERMIT INSPECTIONS ❑ Footing - Prior to pouring concrete W R Plumbing and leak test ❑ Deck Piers W R Electrical ❑ Backfill - Footing drains and waterproofing ❑ Elec Trench - with conduit installed ❑ Concrete Slab - Prior to pouring concrete Pool Bonding ❑ Anchor Bolts - with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking _Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval W Certificate of Occupancy Building Official's Approval;: Town of Montville' Building Department Residential Accessory Structure Plan Review Form l Date: _5 -7` Job Address: s &W s Ic A Job Description: J~3 i tit Yin P061 Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review (two sets are required) (C.G.S. 29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application, nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit a h' 'on not co leted Plans d uil ' plans Permit fee to be calculated Finish floor elevat indicated 's com affidavit or worketo be submitted Distance from the lines to the structure not identified Worker Copy of contractor's registration or license required Structure dimensirovided Permit fee due $ Plans do not matcRDepartment Construction permit sign-off sheet required with appropriate approvals, it shall Existi and ropontours are not provided or insufficient be the applicant's responsibilty to obtain the required signatures Footin drain drscnot identified Affidavit required from the holder of the registration or license authorizing you Utilities not proviectrical, phone, cable, sewer, water, to apply fora t with their information Delineation of flzard areas and design flood elevation is required per Provide supporting documentation to show compliance with the 2003 IECC section R106.1.3 (www energycodes.OR Private sewage disystem to be identified along with all tecchnical and soil • One- and Two Family Dwellings with 15% glazing area to conform to the data as per sectio.2.1 requirements of section NI 1021 Grading is to slopfrom the building provide more detailed information • Townhouses with < 25% glazing area to conform to the requirements of Plan submitted ihe same plan that has been approved by the Zoning section N1102.1 Department and/th Department Two sets of construction documents required, this includes all engineering Retaining wall - construction documents required data, calculations and all other documentation R106.1 Retaining wall documents required to be stamped and signed by a Connecticut Documents are copyright protected, provide original plans or a letter from the Registered Professional Engineer designer authorizing the duplication of the plans FOUNDATION Field set of the approved construction documents are required to be picked up from our office and must be available on site during all inspections No plans submitted or insufficient information Constru ction documents shall be of sufficient clarity to indicate the location, Dimensions required nature and extent of the work proposed as per section RI06.1.1 Wall thickness not identified construction documents do not match the orientation of the structure on the Footing size not identified site plan Frost protection not identified or is insufficient Column type, size, s acin not identified or insufficient WIND LE%MATIONS Wa roofing details not provided or insufficient Submit supporting data to show conformance with the wind limitations (3 Pier type, size and anchor details not provided or insufficient second gust 110 mph) eered foundation lan r uired Design publication needs to be identified (WFCM, chapter 3; WFCM, chapter Crawl space ventilation, location, type and size not provided or insufficient 2; ASCE 7-2002; SSTD10-99 Crawl space access, location and size not provided or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer WINDOWS & DOORS Documents must be designed to either Door sizes not identified • Wood Frame Construction Manual, 2001 edition Window size & type not identified • ASCE 7 - 2002 edition Window header size not identified or insufficient • SSTD 10 - 1999 edition Door header size not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer if based on ASCE 7-02 or WFCM chapter 2 GARAGE and CARPORTS Shearwalls not identified on the construction documents or are insufficient No plan submitted or insufficient information provided Shearwall calculations required Building section required Ridge connection not identified or insufficient opening protection between the garage and residence is not identified or Roof=to-wall connection not identified or insufficient insufficient per section 8309.1 Wall-to-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall-to-sill connection not identified or insufficient per section R309.2 Provide engineering data for the piers to resist gravity, lateral, shear and uplift loads, stamped and signed by a CT licensed design professional ELEVATIONS . Hold-down devices, location and type not identified or insufficient No lans submitted or insufficient information Foundation anchor spacing not identified or insufficient Plans do not match the floor plans Construction documents do not match the engineering data submitted Finish wade not identified or does not match the site plan Cold-formed steel framing shall be designed in accordance with COPS/PM- Building height(s) not identified 2001 edition Dimension het t of chimney Roof itches not identified Revised,'Vay 4, 2007 Town of Montville Building Department STAIRS SHEDS Stair not shown Riser Structure has an area of more than 400 square feet - frost protection is height not identified or insufficient required, provide details (8403.1.4.1) Tread depth not identified or insufficient Eave height is greater than 10 feet - frost protection is required, provide details Nosing required for closed riser stairs (8403.1.4.1) Riser opening can not allow the passage of a 4" sphere Ground anchors are r-mired -provide information and details Winder stair - detailed plans red Spiral stair - detailed plans required POOLSIHOT TUBS Stair width required to be minimum of 36° above the required handrail height Provide information and details for barrier Handrail detail not provided or insufficient detail Gate can not swing out over stairs Guardrail detail not provided or insufficient detail Gate required to swin away from the pool area Headroom hei t not identified or insufficient Sidewall support brackets required to be protected by a barrier, provide 36" landing required at the bottom of the stairs information and details 36" landing required at the top of the stairs Gates to self-closing and self-latching Frost Protection required, provide details and connections Doors from residence required to be alarmed OR self-closing, self-latching Pool pump receptacle dimension from the pool wall is required - show location FRAMING on plan Stud size ands acing not provided or insufficient General purpose receptacle required (min. 10 ft, max 20 ft from pool) -show Sheathin not provided or insufficient location on the plan Plans required showing joists, beams and openings Wiring type not identified or unclear Bearing partitions not provided or indicated Wirimethod not identified or unclear Framing direction not indicated or unclear Buria[ depth not identified or unclear Beam span & size not provided or insufficient Bonding requirements not identified or unclear Joists an, size & spacing not provided -Light fixtures -manufacturers installation instructions required Joist's over-spanned Electrical plan required for pool Beam over-spanned Provide design data for all unaligned wall and floor bearing oints FLOOD-RESISTANT CONSTRUCTION 23 Point loads not identified on beam data Documentation required to be submitted for the connection, anchored to resist Framing less than 18" to grade to be pressure treated or decay resistant flotation, collapse or permanent lateral movement Steel beam - must be stamped and signed by a Connecticut Professional Delineation of flood hazard areas, floodway boundaries, and flood zones and Engineer the flood design elevation to be identified on the site plan (R106.1.3) LVL's - en ' eerier data required Elevation of the proposed lowest floor, including basement; in areas of shallow I -joists - engineering data required flooding (AO zones), the height of the proposed lowest floor, including Design loads not provided or insufficient basement, above the adjacent highest grade shall be identified (R 106.1.3) Electrical systems, equipment and components, and heating, ventilation, air DECKS/PORCHES conditioning and plumbing appliances, plumbing fixtures, duct systems, and Construction documents required other service equipment shall be located at or above the design flood elevation. Dimensions required Framing direction not indicated ELECTRICAL INFORMATION Beam span & size not provided or insufficient Plans required showing panel locations, GFCI switches, lights and receptacle Joist span, size & spacing not provided locations Joist's over-s armed Panel location not identified Beam over-spanned Receptacle locations not identified or insufficient Ledger - show attachment and flashing detail GFCI receptacle locations not identified or insufficient Post size ors acin not indicated Lights and switches not identified or insufficient Heigh ) t of deck above adjacent finished grade not provided Location of time clock not identified Connections not identified or insufficient Plans do not match site plan FUEL GAS INFORMATION LP-Gas tank size and location not identified on the plans Trench detail not provided or insufficient Piping diagram not submitted or insufficient Comments: fi^ t11✓ r` C~t l r 7 O r^ 4 T r O/~//~i Y D /l / G7y~//cr r~ vr~ !(/~J'7 j x f h -c' (7ri / tr e J n O T 7/r i c r y- Permit application reviewed by: Vernon D. Vesey II David M. Jensen Charles Corell Building Official Deputy Building Official Building Inspector Wsvised94ay 4, 2007 Town of Montville Building Dgpairtment 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL POOL PERMIT APPLICATION FORM Permit No.: Type of Work Permit Type Al;,o e Ground Pool ❑ Pool Heater ❑ Building In-ground Pool ❑ Deck ❑ Plumbing ❑ Hot Tub/Spa ❑ Accessory Structure ❑ Mechanical ❑ Electrical Job Address: (Number) (Street)~i (Unit) / Job Description: (;7145 9 j~ « ~Jr ~u'r cc> ~Q cx e Owner: 2 > Address: /-;z-• r City: State: Zip Code: Telephone: (G~%/ 4~~ Contractor: DBA: Address: City: G-~ State. °Ffo.: ~7~, 7 Expira 0n Date: Cif Telephone ~ i Z 4~ icense Type: fG- License I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. ❑ By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. -OW Agent Si ature: ate: Construction Value Permit. Fees . Building Value`. Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of O Fee: Plan Review Fe'e: State Ed Fee: Total Fee: *vised Oecember31, 2005 Residr, `ial Pool Permit Requirements Ch -klist This list is to be used as a guide only and is not all-inclusive, additional information may be required for your particular project. Two complete sets of construction documents required. Provided Not Item Applicable Supporting Documentation Completed, signed and dated Building Permit A lication Completed building permit affidavit for property owners or sole proprietors or copy of workers compensation insurance Co of Contractor Registration or license Construction permit sign-off sheet signed b all depart ents Street address of project on all drawings and documents Two complete sets of construction documents Site Plan Property lines Distance from ro ert to structure Structure dimensions Driveway Proposed utilities Wetlands and flood zone limits and elevation Septic system shown and located on the plan LP-Gas tank location, if a licable Pool Plan Pool enclosure/safe barrier Pool pump location and distance from the inside wall of the pool Timer clock location General purpose receptacle location (10-20 ft from pool) Wiring method used Wiring burial depth, if applicable Pool bonding method Deck Plans Dimensions Joist - size, spacing, direction, species, grade Beam - size, spacing, direction, species, grade Pier size, s acin , depth below grade Stair location and details Guardrail and handrail details Gate - location and details Door locations 'and type from house if house is used as art of the barrier Town of Montville Building Department File Receipt Date: 15-May-07 Receipt No: 2327 Received From: David Carlson Job Address: 12 Ail son's Wa Fees Collected State Educational Training Fee Cash: $63.66 Cash: $0.86 Check: $0.00 Check: $0.00 Check No: 0 Short/Over: $0.00 Construction Value: $5,347.00 Demolition Value: $0.00 Received By Sandra Pandora AD - TOTAL TOTAL REM CITY $IUNIT Building Plumbing Mechanical Electrical BUILDING AREA $ Now construction SF $ 114.17 $ Basement, Finished SF $ 20.87 $ - $ Basement, Unfinished SF $ 11.28 $ - $ Crawl Sapce SF $ 8.46 $ Interior Renovations z SF $ 31.90 $ - $ $ MANUFACTURED HOMES $ Ground Anchors SF $ 5.86 $ - $ Basement SF $ 11.28 $ - $ - $ - Crawl Space SF $ 8.46 $ - $ - $ AMENITIES $ Kitchen EA $ - $ - - Full Bathroom a. EA $ $ Half-Bathroom EA $ $ GARAGE Attached SF $ 49.41 $ - $ Detached SF $ 63.21 $ - $ Under - SF $ 9.12 $ - $ Carport SF $ 18.08 $ MECHANICAL Warm-Air YI;14; Y/N $ Hot Water dJ YM $ _ Electric NYM $ Air Conditioning <;INYM $ ELECTRICAL SERVICE _ Upgrade Amps $ Overhead, new " Amps $ Underground, new <S Amps Subpanel EA $ 545.00 14 N ? a- V $ Gen Set EA $ ...3.500.00. _ $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ Masonry w/lfireplace < EA $ 6,451.50 $ - Masonry w/2 fireplaces E4 $ 10,087.00 $ Wood Stove, free standing EA $ 2,447.50 $ - Wood stove insert E4 $ 1,690.70 $ DECKS, PORCHES, SUNROOMS SF $ 39.16 $ Deck Porch < SF $ 135.80 $ - Sunroom SF $ 160.82 $ - $ - POOLS & HOT TUBS Hot Tub EA $ 7,287.50 $ - $ Inground Pool EA $ 19,430.40 $ - $ Above Ground Round 1 EA $ 4,635.88 $ 4,635.88 $ 710.05 Above Ground Oval EA $ 5,472.50 $ - $ Pool Heater EA $ 8,167.50 $ Inflatable Type Pool E4 $ 1,542.42 $ SHEDS w/o electrical SF $ 18.50 $ w/electrical " SF $ 18.50 $ - $ RENOVATIONS Roofing, Overlay SF $ 3.38 $ - Roofing, Strip & reroof i SF $ 3.76 $ RoofSheathing SF $ 1.19 $ - , Siding SF $ 2.30 $ - Windows EA $ 423.50 $ Skylights EA $ 955.54 $ Doors, Exterior - EA $ 401.50 $ Oil Tank, 275 Gallon EA $ Oil Tank, 550 Gallon ::ii EA $ MISCELLANEOUS CALCULATIONS TOTALS $ 4,635.88 $ - $ - $ 710.05 PERMIT FEE CALCULATIONS Construction Value Fee Building 4,636.00 $ 40.00 Y < $ Plumbing - $ - Mechanical Y $ $ - Electrical Y $ 711.00 $ 8.00 Working before Permit Issuance N $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 4.80 State Education Fee $ 0.86 TOTALS $ 5,347.00 $ 63.66 Figures are based on the 2006 RS Means Residential Cost Data 4 ~ A Ica 4 s DEPARTMENT SUM PROTECTION Be 141 STATE OF CONNECTICUT. ~f} it known that Y LEFT + - 38:4 Pump IEDY*-RA Dr 06,339 f has been ceYtlfied by the-pott:: tern o c~ stamerProtection as e f j~LC) M]~ Cyr ~'iprA~v A~vmff'Eq CONTRACTOR i s Effective: I1/01/2006 f i E irafio : 1Q/31~'2++ 107 pill o! em STATE OF CONNECTICUT. + DEPARTMENT CONSUMER PROTECTION Beitknownthxt H AND L, 0 : O 36 } POI YN~~Lu § ' is certified the epat i1 < ri-; , E!~ila lktecd6n as a registered g? RTT _ Crag , ~ h4 LEFEINGWELL POOLS Effective: I.2/O1/ Expirat t}n: 21/30)(200`7 Ile Eidwan R Itodnguez, Cor~*_~ioner p Yr. fem. . ~._..s..._.,.,,_,.....r..:_.....-.-........_._...~...~.....~.-.%~-~..+- .._:.o._~. e - Client: 24, L.INGWEL r ACORDT. CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDtYYYYI 04/24/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Smith Insurance, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 15 Liberty Way ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. Niantic, CT 06357 860 739-3322 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: The Hartford Insurance Group H and L Construction, Inc. INSURER B: dba Leffingwell Pools INSURER C: P.O.369 INSURER D: Ledyard, CT 06339 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN DD'L POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NS TYPE OF INSURANCE POLICY NUMBER DATE MMl YY DATE MMIODIYY GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED $ COMMERCIAL GENERAL LIABILITY PREMISES a o c rrence CLAIMS MADE ❑ OCCUR MED EXP (Any one person) $ PERSONAL BADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ POLICY PROJECT - LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accdent) PROPERTY DAMAGE $ (Per aca dent) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY; AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 7 OCCUR ❑ CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ TATU- A WORKERS COMPENSATION AND 02WECNY8266 04128/07 04128/08 OCY IMITS °ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $100,000 ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $100,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT s500,OOO- OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 12 Allison Way CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Montville Building DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED,REPRESENT TIVE ACORD 25 (2001108) 1 of 2 #8166 CLB © ACORD CORPORATION 1988 nlr 13 07 12:22p BILL Leffingwell 86 y536-8533 p.l H and L Construction, Inc. DBA P.O_ Box 369 Leffingwell Pools Ledyard, CT 06339 (860) 536-8533 (860) 5364352 Fax i Fax To:~,-/'7 5-? e. From: Z.1 C Pages: rj Fax: r ' ri f 1 Phone: Dater o Urgent Q For Review © Please Comment ❑ Please Reply 0 Please Recycle 0 Comments: J' err a l"^"~. ~^pg ~3 t S v es GARAGE GAF2 F ;t ' ri)'.. Stu. ; { fill_ ~ 522E "s I too, :b N • Q r~ - 31'11 _ - 3►1 , 6'S 5'7 ~ . 4'4 . 4'4 3' m m Lo 7' (D L by M EXISTING COVERED PORCH & M 0 q, DECK. POOL TO BE RECESSED ( INTO DECK, AND REST ON a) 0 EXISTING 6" SLAM, DECK WILL BE m RESUILTAROUND POOL. _ ~f t r d. b' ` r I 9 x 17' SWIM SPA, i { WITH MANUAL' Lo LOCKING COVER r +r .-1 1 ALL POOL ROOM DOORS TO BE ~t CONNECTED TO 24 HOUR CHIME ZONE IN pA EXISTING SECURITY ALARM -H ^ Jr~ ci- J t BOND FROM POOL LIGHT TO PUMP M ~ 1j~ POOLPUMPS, FILTER, TIMER & EXISTING HOUSE POOL PUMP CONTROLS TO BE LOCATED IN e BASEMENT FURNACE ROOM, clJ POOL EQUIPMENT TO BE FED ni FROM EXISTING SUBPANEL, ALL w CIRCUITS TO BE MINIMUM #12 IN °r 112" EMT ' oQ tV m L L 0- CL C cr- II II HAYWAR[Ypool Products One source. Every pool. ~ Y !7 Z High performance, R quiet operation. The Havwc,65 Super Pump series of large-capacity, high ethnology pumps blends cost-efficient design with durable corrosion-proof construction. . x Designed for in-ground pools and spas of all types and sizes, Super Pump features a large see-through strainer cover, super-size debris basket and exclusive service-ease design for extra convenience. Like all Hayward products, Super Pump combines advanced technologies with high performance for quiet, efficient and dependable operation. Pumps Filters Heaters r Heat Pumps Cleaners Lighting Controls Electronic Chlorine Generators Total System I. ~Exclusive, Swing- See-Through All Components Heavy-Duty, High- Away Hand Knobs Strainer Co Molded of Corrosion- Performance Motor make strainer cover removal lets you see v asket Proof PermaGlassXUI with airflow ventilation for easy. No tools required... needs cleaning and eliminates for extra durability quieter, cooler operation, no loose parts... no clamps. guesswork. Special self-adjusting and long life. seal ensures dependable sealing. I Heat-Resistant, Industrial- Mounting Base provides I Size Ceramic Seal stable, stress-free support, plus is long-wearing and versatility for any installation drip proof. For fresh or requirement. Adapts 48- saltwater use. and 56-frame motors. >r Super-Size Housing I and diffuser ensure rapid priming. a~I ~u Corrosion-Proof Service-Ease Design Noryl® Impeller gives simple access to all has smooth, wide openings internal parts. Motor and entire to prevent fouling or clogging- drive group assembly can be Energy-efficient design removed, without disturbing produces more flow at pipe or mounting connections, equivalent horsepower. by disengaging just four bolts. OVERALL DIMENSIONS MODEL Moto rPovve r Pipe Size Dimension "A" SP2600X5 1/2 0.37 11/2 _ 10 254 93/4" I j 1-5/g'. (248mSP2605X7 3/4 0.56 11/2 105/8 270 dill SP2607X10* 1 0.75 11/2 11 279: ~1216mm) / 11/2 1.12 11/2 121/8 308 134" SP2610X15* r •95 {x j 1 SP2615X20* 2 1.50 2 131/16 332 j.:...: (211 'mmi 1 i-s/s~ „9 mm, SP2621X25 21/2 1.88 2 131/16 332 &5/9' 1219 mm)«~ - *Super Pumps available with dual-speed motors. m ft. _ 30 100 = - - 27 90 24 80 21 70 0 18 60 a = 15 50 Super-Size 110-Cubic-Inch Basket 0 12 40 SP 621H25 has extra leaf-holding capacity and 9 30 extends time between cleanings. Rigid P2610 15 2HP-150 KW) 6 20 P2607K1/2HP- .12 KW) construction with load-extender ribbing c1 P-U.75 W) ensures free-flowing operation for heavy 3 10 (1/2 H 26 037 W) 0 o c3/a P-0.56 w) debris loads. 10 20 30 40 50 60 70 80 90 100 110 120 130 140 GPM Super Pump Series Pumps are listed by: 0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM ' , CAPACITY PER MINUTE U~ NSF S LEFFINGWELL POOL I N NOVATiV F - STAMFFD CONCRLTE Ha,M,a,6and 860-66J 26,0 www.haywardnet.com HAYWARD®PoolProducts u(Hayward Pr. 860..887.8203 - 1-888-HAYWARD One source. WE1_LI'OO Every JOOL 860.871.9696 WVVY 13T S.com LITSUPER05 s } TIVI w~ swimcieap ► ~QUAD -CLUSTERTM CARTRIDGE FILTERS Hayward SwimClearTM cartridge I filters establish new horizons in high performance and operating convenience. Utilizing a cluster of four reusable polyester cartridge elements, they - provide a choice of 225, 325, 425 and ► now 525 ft.2 of heavy duty dirt- a holding capacity and extra long filter cycles -proven to handle an entire season without cleaning. rr2 SwimClear filter tanks are molded from new and stronger PermaGlass XLT"' an improved glass reinforced copolymer, providing the ultimate in Tvta11Y strength, durability, and long life for even the toughest applications and environmental conditions. j i~ For crystal clear water and easy II tear. maintenance, step up to SwimC You and your family will be glad you did -all season long. L' ■ C5025 SwimClearlm 525 ftz large-capacity cartridge filter i for crystal clear water with minimal care. s- r Featuring R. i PermaGlass. Filter Tank Material HAYWARD° SwhClearTM Quaff CIusterTM Cartridge F ,,;ters Combination pressure and Cleaning Cycle Indicator Gauge gives visual indication when cartridge filter elements need cleaning. ANNLai r Manual Air Relief provides an easyway to manually purge airfrom filter. Non-Corrosive Top Closure Plate prevents elements from lifting and allowing -u - unfiltered water to by-pass back to pool or spa during operation. ; ,z§ Quad-Cluster' Cartridge Elements provide 225, 325,425 or 525 ft.2 of filter area ~ - z and extra dirt-holding capacity for long filter cycles. Precision-engineered extruded core provides extra strength and superior flow. a Self Aligned Tank Top and Bottom make access to servicing Quad-Cluster cartridge )I elements fast and simple. Heavy-Duty Tamper-Proof One-Piece Clamp securely fastens tank top and bottom together and allows quick access to all internal components without disturbing piping or connections. Improved High-Strength Filter Tank molded from new and stronger PermaGlass XL"" - material forextra durability for dependable, corrosion-free performance. Uniform Low Profile Tank Base Design makes removal of cartridge elements fast and simple. t. Full Size IIT' Integral Drain provides fast, 100% clean out and easier flushing of tank. Noryl® Bulkhead Fittings for extra strength and heat resistance. PVC Union Coupling Connection provides plumbing options of 1'2" or 2" piping. 2" internal piping for maximum flow performance. FILTER TYPE: Quad-Cluster cartridge elements: 225, 325, 425 and 525 ftz total (20.9, 30.2, 39.5, and 48.8 M2). FILTER TANK: Injection molded PermaGlass XLT" FILTER ELEMENTS: Reinforced Polyester PERFORMANCE RANGE: Y2 to 3 HP (30 to 150 GPM) .37 to 2.24 KW (114 to 568 LPM) DIMENSIONS: C2025 - 32" H x 23" W (81 cm x 58 cm) C3025 - 34" H x 23" W (87 cm x 58 cm) C4025 - 40" H x 23" W (102 cm x 58 cm) C5025 - 46" H x 23" W (117 cm x 58 cm) Now with PVC Union Connections. NSF is a registered trademark of the National Sanitation Foundation. r ' 1 ~x Effective Design Turnover Model Filtration Area Flow Rate' Gallons Kiloliters{ Y Number ft.2 m2 GPM LPM 8 Hr. 10 Hr. 8 Hr. 10 Hr. C2025 225 20.9 84 318 40,320 50,400 153 191 C3025 325 30.2 122 462 58,560 73,200 222 337 C4025 425 39.5 150* 568 72,000 90,000 273 341 =1 ! C5025 525 48.8 150* 568 72,000 90,000 273 341 Based on NSF recommended flow rate for commercial at.375 GPM/ft , r•; *Determined by pump size and piping system hydraulics. 2" piping is recommended for flow rates equal to or greater than - 90 GPM (341 LPM). Hayward doesn't recommend flow rates abrve 150 GPM. L.EFFINGWELL. POOLS Pressure and Cleaning Gauge. H.vm LCOfG1iaY:T.x,. r:«: H AY WA R D~ TAMP ~E STAMPED CONCRETE 860.669.2610 Z 860.887.8203 SWC03A 860.871.9696 vnv; z.I - IJ(=1~YElJ~'OOLS.COM 1-888-HAYWARD www.haywardnet.com ©2004 Hayward Pool Products, Inc. TM O PAT Sounds alarm if children or nets fall into your pool T for ever a 1vAUS cl Spa of an P o 74. Ilk" „ N _AT y o.,._. ....rte... "1- _VA Iv EASYT!o , - USE • Exciting new cui.cept in • f1dj~ ~,l~~hl~ ~t~~~sitivit~: pool safety • Bwil, on ;pvt urt<.~ce • 9 volt battery Uper vtted with low . FCC ~lppt oved battery indicator 1 • Quality cons~ru~ted ~_isin~~ ate ~t ~ Can be used with a solar n cr RF tachnoloqu * Installs in seconds, no tOC?] • Cr~1 <~51011 1 Cbhtll~t fol Mc required • 2 v~>~r ~r~z-i ~nlv = Call 603-595-2500 for distributor nearest you. - ANBURY ARKETING ORPORATION 105 Rte. 101A • Unit ti • Aiiih,-,it, NH 01`)()3l Tel. 603-595-2500 • F~ PThe Number 1 R.V,.m,O,AL Choice For Pool and Spa Safety 0 ; . d r ~ c l Pool Alarm ~ o 7 its Remote Deceiver No worry installation • Attractive four color package Pool Patrol Pool Alarm • Affordably priced with Demote Receiver • Huge consumer demand MODEL PA-30 Deluxe model with electronic solid state remote Pool Patrol Pool Alarm receiver-. Alar>nwill sound both in voui- pool and in your house tip to a distance of ~ippro»imatel~, 200 feet without Remote Receiver when properly installed. Remote recei~°er has on/off MODEL PA-20 switch with "ii" light. 120 volts. A.C. Batterv p,>wered. Uses one O volt alkaline battery Alar}17 in the pool i'~ baltCYU powered. Uses C-ne') volt (battery nc,t included). Packed a me per carton, alkaline battery (battery not included). Packed one per weight approx. 2.7-lbs cartons per master. Carton. weight appiox. 3.5-lbs. cartons per matk2t; tveight approx. 16-16s'.. 3.3 cubic feet, weighs approx.` 21 lbs., 3.' cruhic feet. Leffiingwell Pools N I A D I- P.O.Boz 369 I v Ledyard, CT 06339 I . .1. ANBU RY 1-860-887-8203 ARKETING ORPORATION 1051 Rte. 101A Unit S • .Amhcrst. NI 103031 • Td. G0 > 595-2 i~)0 • Fix O- ; ~ o-4939 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL Property ddress~ ~L6;r Jy{ C_ The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector -.4 9)07 <i ut£3; dLalez Comments: ❑ WPCA, Administrative y E)*~ E rS 4rG.i?i a..7i{.~FF~E(~,lR Comments: ❑ WPCA, Operations signature/ date Comments: 1( 0 Planning & Zoning - ~ sign =h. gate Comments: Health Department ^0 Signature/ date Comments: F-1 Department of Public Works Signature/ date. Comments: State Dept. of Transportation Signature/ date Comments: Fire Marshal 11 o 7 Signature/ date Comments: ftvrcedAU9W 5, 2005