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HomeMy WebLinkAboutMiscellaneous - 95 CANDLESTICK ROAD 4/30/2018r { ; 4W Date .J�/ xv. TOWN OF NORTH ANDOVER This certifies that el r A ............................. has permission to perform PERMIT FOR WIRING 4 "1 // ...................... wiring in the building of...' le- ( 4--) - ............................................................................................................... lL urt ........... .... ............ 4�: .. . .................... ... ............................... . Andover Mass. ItFee &�.L .......... Lic. No. 2f765................. ........ .. . .. ... . ......... . ELEC PdCA L INSPECTOR Check # /3 77 711 Y of AV11LIt,►H 1 iuN rum rcmivii i iv rr-mmi m cL-Qv r r%rvrlL. VV%0MF% All wort: to be performed in accordance with the Massachusetts Electrical Code (MECJ, 5� CMR 12.00 ' (PLEASE PRINT IN INK OR TYPE�AL IN ORWTION) Date: aCity or Town of: /rJovr To the Inspector of Wires: By this application the undersigned gives notice of hi r h intentio top orm the electrical work described below. Location (Street &Number)— q� 91�� Owner or Tenant e Telephone No. Owner's Address Yh-e- Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number.. of Feeders.andAmpacitx Location and Nature of Proposed Electrical Work:�.q S l C�z� Akw C x SU�f" •� Completion of the following table may be waived by the Inspector of Wires. No. of Recessed Luminaires No. of CeiL-Susp. (Paddle) Fans o. o of al Transformers RVA No. of Luminaire Outlets - No.,ef Hot Tubs Generaters KVA No. of Luminaires Swimming Pool Above 1:1- ❑ grgd. nd. o. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS I No. of Zones . No. of Switches No. of Gas Burners o. of Detection and Initiating Devices Pio. of Ranges No. of Air Cond: Total Tons No. of Alerting Devices No. of Waste Disposers eat mp Totals: ,umber_ .. ons _ _ _ _ µ „ �__ o. o e - ontame Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Iq� ❑ Connection uni❑ Other No. of Dryers Heating Appliances KW SecuritySystems:* No. of Devices or Equivalent No: of Water KWo.-o Heaters No- -Si s Ballasts Data Wiring. No. of Devices or E uivalent No. Hydromassage Bathtubs No. of Motors Total HP ecommunicationsu•mgg• No. of Devices or E uivaient OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. y Estimated Value of Electrical Work:' (When required by municipal policy.), Work to Start: �) Inspections to be requested in accordance with MEC Rule 10, and upon completion- INSURANCE ompletionINSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) 1 certif}; under tltepains and penalties of erjury, is to infornwtfon on this application is true andcomplete FIRM NAME: !✓ ��S_ I c �, c.. � o /la�S GLc LIC. NO.: ;;�%7OJ -//r Licensee: a 7 may, % Signature ' LIC. NO.:-07oj -4 (If applicable, enter "exempt T the h ense number line. �j J Bus. Tel. No.: Address: 9 Writ113^/•+ cad , /�o��'� Nnr/J!h% 1�� (j���� Alt. Tel. No.: *Per MGL. c. 147, s, 57-61, security work requires Department of Public Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement I am the (check one owner El owner'-5,agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ FROM Commonwealth of /vias usetts Division of Registrati rg Board of Electrical i MICHAE J 9 WAVE r NORTH Master I 21705-A 07/31/2016 " 008772 License No. Expiration Date. Serial No. j 1 Date Ilell. 4e, TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ......... K ..... 4 ....... ..... .... w ......... r., has permission to perform ..... plumbingin the buildings of ............................................................................................. at ..../.k..P .00............. .. ........... ............... North Andover, Mass. Fee -41di-lt . ..... Lic. No.3:l............ "PLUMBING INSPECTOR Check# N MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK - _ CITY MA DATE .. /!- .>�f PERMIT # JOBSITE ADDRESS LY,�.2,�-ham_.. -_, OWNER'S NAME OWNER ADDRESS_ — - TEL J TYPE OR OCCUPANCY TYPE COMMERCIALE] EDUCATIONAL Q RESIDENTIAL PRINT CLEARLY NEW. E- RENOVATION: REPLACEMENT: R1 PLANS SUBMITTED: YES L .A NO[] FIXTURES 7 FLOOR- BSM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB J i , ------ CROSS CONNECTION DEVICE DEDICATED SPECIAL WASTE SYSTEM __-._ _.i I_ ---'-------- ___-_ __..J DEDICATED GASIOIUSAND SYSTEM DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM _! -_ _. __f _ ...__._1 _—• _ _-i DEDICATED WATER RECYCLE SYSTEM DISHWASHER _._ J ___J __..-._ _.._ ____# .. _ _J .__._____J _i I ..-_.._.-J _.-.J ---j. Ell DRINKING FOUNTAIN FOOD DISPOSER ---- F-7-12 FLOORIAREADRAIN --.___1 -_ i .___...J .___.J .__....-1 ._...___J __ ! . I _..I ---- INTERCEPTOR INTERIOR _i KITCHEN SINK___ -- LAVATORY ROOF DRAIN -.I ..__.. ' SHOWER STALL _-.- .......__ .... m ! _ I _ SERVICE 1 MOP SINK TOILET URINAL WASHING MACHINE CONNECTION WATER HEATER ALL TYPES— -- WATERPIPING._J OTHER - --(- -j - - I INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142, YES [ODINO IF YOU CHECKED YES, PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY gj OTHER TYPE OF INDEMNITY E) BOND EJ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER D- AGENT [] SIGNATURE OF OWNER OR AGENT 1 hereby certify that all of the details and Information I have submitted or entered regarding this application are true and accurate to the be t of my knowledge and that all plumbing work and Installations performed under the permit issued for this application will be in mplla a with all P rtinen rovisio of the Massachusetts State Plumbing Code and Chapter 142 of the General laws. PLUMBER'S NAME '._-__--i�,t - _LICENSE# _c�L NATURE MPZJ JP El CORPORATION R#[Z PARTNERSHIP(]#= LLCM# COMPANY NAME� �ewADDRESS CITY I�'vo''rt''� �n�l�✓_.0.STATE ZIP TEL 7 FAX SCJ (CELL �j S_7 S] EMAIL?.7 a ! N Page 1 of 2 Brown, Gerald To: McCarthy, Daniel Cc: Rees, Mark; Bellavance, Curt Subject: RE: Candlestick Road questions? Part 2 Hello, Mr.McCarthy; the Mitchells do have 1989 and 1993 Special Permits to operate a Day Care Center at 95 Candlestick Road. They still needed to obtain a third Special Permit to operate at 140 Willow. Hopefully, any prospective buyer planning to run a Day Care at 95 Candlestick would have a realtor and/or lawyer who would know that the buyer must obtain their own Special Permit in order to qualify for a Certificate of Occupancy and Doing Buisness As certificate. Also, there is a layer of state regulations for Day Care Centers and Day Care providers that need to be satisfied beyond any town's regulations. Sincerely, Gerald Brown, Inspector of Buildings. -----Original Message ----- From: McCarthy, Daniel [mailto:Dan. McCarthy@digi.com] Sent: Thursday, April 20, 2006 2:44 PM To: Brown, Gerald; Rees, Mark Cc: Bellavance, Curt Subject: Candlestick Road questions? Part 2 You indicate that the Mitchells only have permission to operate at 140 Willow Street, yet for years they have done this at Candlestick Road (!?). In the interest in being a good neighbor to the new folks purchasing #95 Candlestick, how do they get notice of the denial in advance? It may affect their purchase decision. If they are buying the property and business with a certain set of expectations, it seems fair that they know what the future holds relative to permissions. Best regards, Dan From: Brown, Gerald[mailto:gbrown@townofnorthandover.com] Sent: Thursday, April 20, 2006 8:48 AM To: Rees, Mark Cc: McCarthy, Daniel; Bellavance, Curt Subject: RE: Candlestick Road question? Hello, Mark; Georgina Mitchell of 95 Candlestick Road has been granted a Special Permit to operate the Out Country Preschool at 140 Willow Street. Once she complied with 2005-039's condition requiring floor plans stamped by a Registered Architect, she was able to apply for her Certificate of Occupancy from the Building Department. Any new owner would need a DBA certificate approval from the Builing Department which would be denied. While Day Care Centers are an allowed use in all Zoning Districts, no Day Care Center may operate without a Special Permit from the Zoning Board of Appeals. Sincerely, Gerald Brown, Inspector of Buildings. -----Ori inal Message ----- From: Rees, Mark Sent: Wednesday, April 19, 2006 3:56 PM To: McCarthy, Daniel Cc: Brown, Gerald; Bellavance, Curt Subject: RE: Candlestick Road question? 4/21/2006 Page 2 of 2 Hi Dan, The person to contact on zoning matters is Jerry Brown, the Town's Building Inspector and Zoning Officer. By copy of this email to him, I am asking that he contact you to review this situation. Although I am not a land use expert by any means, I seem to recall that by state law, day care centers, may be exempt from local zoning, (but they can be regulated through a special permit process) but Jerry is our resident expert so I will let him make the determination. Hope everything else is going well on Candlestick Road. Mark H. Rees Town Manager Town of North Andover 120 Main Street North Andover, MA 01845 email: mrees@townofnorthandover.com Phone: 978-688-9510 Fax: 978-688-9556 From: McCarthy, Daniel [mailto:Dan. McCarthy@digi.com] Sent: Monday, April 17, 2006 5:01 PM To: Rees, Mark Subject: Candlestick Road question? Hello Mark, For many years a neighbor has operated a commercial business, a child care center, on Candlestick Road. This has been tolerated by the abutters and others on the street, yet efforts to expand the operation were closed down given concerns about the increased traffic. There still remain concerns about the traffic, the street's zoning, and the impact on property values. We understand that the original neighbor/business operator has sold both the home and business to one of her assistants. The plan from their side is to continue with a mixed- use of the property. While talking with other neighbors, we would like to understand how to return to a "residential only" neighborhood. I've been nominated to pursue the issue. Who is the right person from town government to get involved? What rights do we have? What licensing and screening is involved? Best regards, Dan McCarthy 71 Candlestick Road 4/21/2006 P COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 95 Candlestick Road_ _ North Andover_ Owner's Name: _Craig Mitchell_ Owner's Address: 95 Candlestick Road_ _ M North Andover, A 01845_ Date of Inspection: 7/26/2005_ Name of Inspector: _Neil J. Bateson Company Name: Bateson Enterprises Inc._ Mailing Address: _111 Argilla Road_ _Andover, Ma. 01810_ Telephone Number: _( 978 ) 4754786_ CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: X Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fa Inspector's Signature: "�", Date: _7/26/2005iv � Q_ The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments: ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 95 Candlestick Road- - North Andover_ Owner: _Mitchell_ Date of Inspection: _7/26/2005 Inspection Summary: Check A,B,C,D or E / ALWAYS complete all of Section D A. System Passes: X I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y,N,ND) in the for the following statements. If "not determined" please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s) are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if (with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed ND explain: Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: _95 Candlestick Road- - North Andover_ Owner: _Mitchell Date of Inspection: _7/26/2005 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: _ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone I of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: _95 Candlestick Road _ North Andover — Owner: _Mitchell Date of Inspection: _7/26/2005 D. System Failure Criteria applicable to all systems: You must indicate "yes" or "no" to each of the following for all inspections: _ _No_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _No_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _No_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _No_ Liquid depth in cesspool is less than 6" below invert or available volume is 1/2 day flow. _No_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped No Any portion of the SAS, cesspool or privy is below high ground water elevation. No_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. No Any portion of a cesspool or privy is within a Zone 1 of a public well. _No_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _No_ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] _No_ (Yes/No) The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 1.5.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure E. Large Systems: To be considered a large system the system must serve a facility with a design now of 10,000 gpd to 15,000 gld• You must indicate either "yes" or "no" to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Page 5 of l 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 95 Candlestick Road _ _ North Andover— Owner: _Mitchell Date of Inspection: _7/26/2005_ Check if the following have been done. You must indicate "yes" or "no" as to each of the following: Yes No Yes _ Pumping information was provided by the owner, occupant, or Board of Health No Were any of the system components pumped out in the previous two weeks ? Yes_ ! Has the system received normal flows in the previous two week period ? No Have large volumes of water been introduced to the system recently or as part of this inspection ? Yes_ _ Were as built plans of the system obtained and examined? Yes Was the facility or dwelling inspected for signs of sewage back up ? Yes_ _ Was the site inspected for signs of break out ? Yes_ _ Were all system components, excluding the SAS, located on site ? _Yes_ _ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of. scum ? _Yes_ _ Was the facility owner (and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems ? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: Yes no _Yes_ —Existing information. _Yes_ _ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [3 10 CMR 15.302(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 95 Candlestick Road_ _ North Andover_ Owner: _Mitchell Date of Inspection: 7/26/2005_ FLOW CONDITIONS RESIDENTIAL Number of bedrooms (design): _4_ Number of bedrooms (actual): _4_ DESIGN flow based on 310 CMR 15.203 _600_ Number of current residents: _3 Does residence have a garbage grinder (yes or no): _No Is laundry on a separate sewage system (yes or no): _ No_ Laundry system inspected (yes or no): _ Seasonal use: (yes or no): _No Water meter reading: Yes_ Sump pump (yes or no): _No_ Last date of occupancy: _Current CONEVIERCIAL/INDUSTRIAL Type of establishment: _ _ Design flow (based on 310 CMR 15.203): __Vd Basis of design flow (seats/persons/sgft,etc.): Grease trap present (yes or no): Industrial waste holding tank present (yes or no): Non -sanitary waste discharged to the Title 5 system (yes or no): — Water meter readings, if available: Last date of occupancy/use: _ OTHER (describe): GENERAL INFORMATION Pumping Records Source of information: Pumped last year, owner _ Was system pumped as part of the inspection (yes or no): Yes_ If yes, volume pumped: _1500_ gallons -- How was quantity pumped determined? _Measured tank_ Reason for pumping: _Inspect tank & tees_ TYPE OF SYSTEM _X_ Septic tank, distribution box, soil absorption system _ Single cesspool _ Overflow cesspool _ Privy _ Shared system (yes or no) (if yes, attach previous inspection records, if any) _ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) Tight tank _ Attach a copy of the DEP approval Other (describe): Approximate age of all components, date installed (if known) and source of information: -27 years old, 5/31/1978, as built plan_ Were sewage odors detected when arriving at the site (yes or no): _No Page 7 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 95 Candlestick Road_ _ North Andover _ Owner: _Mitchell Date of Inspection: _7/26/2005 BUILDING SEWER _ X _ (locate on site plan) Depth below grade: —30" _ Materials of construction: _X_ cast iron _X_40 PVC _other Distance from private water supply well or suction line: Comments (on condition of joints, venting, evidence of leakage, etc.) SEPTIC TANKS: X 4" Cast iron thru floor, 3" PVC in house Depth below grade: _181 _ Material of construction: X concrete _ metal _fiberglass _polyethylene _other(explain) If tank is metal list age: _ Is age confirmed by a Certificate of Compliance (yes or no): _ (attach a copy of certificate) Dimensions: 10' x 51—x 4' Sludge depth 3"_ Distance from top of sludge to bottom of outlet tee or baffle: 24" _ Scum thickness: _5" _ Distance from top of scum to top of outlet tee or baffle: _8" _ Distance from bottom of scum to bottom of outlet tee or baffle: 18" _ How were dimensions determined: _Tape measure_ Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc. _ Pumped septic tank. Outlet tee ok. Depth of liquid at outlet invert. No evidence of tank leaking. _ GREASE TRAP: _(locate on site plan) Depth below grade: _ Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Page 8 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 95 Candlestick Road- - North Andover_ Owner: _Mitchell Date of Inspection: _7/26/2005_ TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass _polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present (yes or no): Alarm level: Alarm in working order (yes or no): Date of last pumping: Comments (condition of alarm and float switches, etc.): DISTRIBUTION BOXES: X Depth of liquid level above outlet invert: –0'1– Comments 0"Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.):_ D -Boz level & distribution not equal. More flow to pit # 3. Install flow levelers. No evidence of leakage. Evidence of carryover. Pumped d -box to clean PUMP CHAMBER: — (locate on site plan) Pump in working order (yes or no): _ Alarm in working order (yes or no): Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Page 9 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: _95 Candlestick Road_ _ North Andover _ Owner: _Mitchell_ Date of Inspection: _7/26/2005_ SOIL ABSORPTION SYSTEM (SAS): (locate on site plan, excavation not required) If SAS not located explain why: Type X_ leaching pits, number: _3_ leaching chambers, number: , leaching galleries, number: _ leaching trenches, number, length: leaching fields, number, dimensions: overflow cesspool, number: innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): _ Soil ok. Vegetation ok. No sign of ponding to surface. Liquid levels in drywells not up to inverts. _ CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: _ _ Depth — top of liquid to inlet invert: Depth of sludge layer: _ Depth of scum layer: _ Dimensions of cesspool: Materials of construction: . Indication of groundwater inflow (yes or no): _ Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): _ PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 95 Candlestick Road_ _ North Andover— Owner: _Mitchell Date of Inspection _7/26/2005_ SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. A to D -Box = 49' B to Tank = 55' B to D -Box = 62'6" Page 11 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 95 Candlestick Road- - North Andover_ Owner: Mitchell_ Date of I_nspection: _7/26/2005_ SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water _ 4' _ Please indicate (check) all methods used to determine the high ground water elevation: X Obtained from system design plans on record - If checked, date of design plan reviewed: _8/27/1977_ Observed site (abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health -explain: _ Checked with local excavators, installers- (attach documentation) Accessed USGS database -explain: You must describe how you established the high ground water elevation: As per design plan_ Class Size Total FY Summary Record Card generated on 7/25/2005 2:11:59 PM by Lisa Warren Town of North Andover Tax Map # 210-106.A-0108-0000.0 95 CANDLESTICK ROAD MITCHELL, CRAIG S. 95 CANDLESTICK ROAD N. ANDOVER, MA 01845 101 Single Family Property Type 1.72 Acres 2006 UB Mailing Index Name/Address Type Loan Number MITCHELL, CRAIG S. Payor 95 CANDLESTICK ROAD N. ANDOVER, MA 01845 UB Account Maint. Active/Inact. From Page 1 1 Residential Until Account No Cycle Occupant Name Active/Inactive Bldg Id. 3218.0 - 95 CANDLESTICK RD Last Billing Date 7/8/2005 3170293 03 Cycle 03 Active UB Services Maint. Service Code Rate Charge Multiplier/Users MISCFEE ADMIN FEE 0.635/8 7.82 1/ WTR WATER 01 ALL METER SIZE 108.09 /1 UB Meter Maintenance Serial No Status Location Brand Type Size YTD Cons 0025125314 a Active ENC RT ? w Water 0.63 0.63 0 Date Reading Code Consumption Posted Date Variance 6/27/2005 5165 a Actual 32 7/15/2005 1 % Trouble Code: 13 3/25/2005 5133 m Manual estimate 34 4/5/2005 -19% 12/14/2004 5099 a Actual 34 1/14/2005 -44% 9/23/2004 5065 a Actual 77 10/8/2004 101% 6/11/2004 4988 a Actual 21 7/30/2004 5% 4/15/2004 4967 a Actual 43 5/17/2004 0% 12/15/2003 4924 n New Meter 0 12/15/2003 0% Tel: (978) 475-4786 Fax: (978) 475-5451 B ATE S ON ENTERPRISES, INC. Excavating -Water.& Sewer Lines -Septic Systems & Pumping Service 111 Argilla Road Andover, Mass. 01810 Title 5 Inspection Report Property Address: 95 Candlestick Road, North Andover Owner: Mitchell Date of Inspection: 7/26/2005 My report contained herein does not constitute a guarantee of future usage and the functionality of the existing septic system. Such report issued herewith is merely based upon my observations, and I hereby disclaim any further operation of your current septic system. Neil J. B s on Bateson Enterprises, Inc. OUT COUNTRY PRESCHOOL, INC. Towyn Of North Andover 113112003 4955 Professional Expense:Legal Prof Fees 40.00 OCP Corp Checking- Building Inspection 40.00 . Location /�5 CANCY le �'ttcU No. —67003 Date -2-3 03 C 95-o2&o3� NORTy TOWN OF NORTH ANDOVER i _ • OL Certificate of Occupancy $ Building/Frame Permit Fee $ sACHUs Foundation Permit Fee $ Other Permit Fee (f fi $ TOTAL $ Check # J4 0/,S -S-- 16133 Ah Building Inspector COMMONWEALTH OFMASSACHUSE.TTS TOWN OF NO.RTHANDOVER 27 CHARLES ST APPLICATIONP'OR CERTIFICATE-OFINSPECTION 1 -,/"It; - () Fee Required (Amount) 17161), () No Fee Required Accordance with the provisions of the Massachusetts State Building code, Section 108,15, I hereby apply fo; Certificate of Inspect -ion for --he below -named premises- located at -the following dress: Street and Number 25 C -P &)o 6E-raL& goat) Name of Premises 001 C-00f0-T2V 2 P -ES c j±Q L T JJC- Purpose for which Premises is Used Licenses (s) or Pe -mitis) wired f©r the Premises by-Ot-her-Gavernmental Agencies: License. or Permit Ag-ency Certificate to be issued to Address q5 Telephone 978 lr 93 ` ;2 g2 b Owner of Record of Building V�Address (IE� Name of Present Holder of Certificate EoF'r'41oP a H i rC/-Irz - Name of Agency, if any c--HQ6 : SIGNATURE OF PERS099-S TO WHOM CERTIFICATE TITLE IS ISSUED OR H,V A-UTHOIRIZED AGENT 11,31 02 DAT INSTRUCTIONS: 1) Make check payable to: Town of North Andover 2) Return this application with your check to: -Building Ilep 27 Charles Street, North Andover AM 01845 PLEASE NOTE: Application form with accompanying FEE must be submitted for each building or structure or part thereof to be cert 3) Application and fee -must be -received-before the -certifi4cate will -be Jsswd. 4) The building officials shall be notified within ten (10) days -of airy change in the above information. CERTIFICATE # EAPIRATION DATE: 1/ /6z ° FORMSBCC-3-74 REHSED 2199 jmc TOWN OF NORTH ANDOVER INSPECTOR'S NAME OFFICE OF THE INSPECTOR OF BUILDINGS MICHAEL A#CGUIRE INSPECT4ON-REPORT FORM CLASSIFICATION PASSES INSPECTION yes Ono 0 DATED 1ANU9Qy 3/,2�03 OWNER h BUILDING NAME OR -NO. STREET LOCATION _ b 3 TYPE OF OCCUPANCY -Day -Cafe-Center -0 -Aud. O --CaM -0 -Gyro E APt. -0 C17 ' School 0 Common Victualer's 0 Liquor 0 Place of Assembly 0 OCCUPANCY NUMW--R -gnc -stories -t end-eccupancy jw4loor — use :ever se -side EXiS l SIGN LIGHTED EXIT SIGNS EMERGENCY LIGHTING SYSTE M SPRINKLER SYSTEM SMOKE DETECTOR FIRE ALARM SYSTEM ANSUL SYSTEM FIRE ALARM SYSTEM -operable '� operable 0 operable 0 operable 0 -eofetien-date dry cell 0 wet cell 0 gage pressure operable 0 municipal 0 ELECTRIC EQUIPMENT PROPERLY PROTECTED EGRESSES LAWFULLY -DESIGNATE unobstructed 0 EXIStl-9-0S r?-! ,;; n —yes -ne fl yes -0 no 0 yes 0 _,no -no -0 yes Q no 0 yes 0 no 0 yes 0 no 0 -yes -11 -no 0 STAIRS PROPERLY RAILED yes 0 no 0 HALLS AND STAIRWAYS LIGHTED yes 0 no 0 RADIATOR GUARDS yes 0 no 0 COMPLIES HANDICAPPED PERSONS LAWS -yes -11 -no -0 PRE RECICTQNIT CURTAINS !14 !lR PERIGC HOW HEATED NO. FIREPLACES— �f'� yes 0 no BOILER ROOM CONDITION f VENTILATION 0 [�- - CLOSETS NUMBER OF SEPARATE STAIRWAYS ACCESSIBLE PER STORY SHOPS Ole FOR INSPECTOR USE ONLY Revised 2/99 .iMc " - L% �S A A w' n rn o � c 0 mn O c n D 0 m T= O rr o mn co c� y n n O 0 011h -v a m r 0 z -i n O n Z �o � 0 0 vy CD 0 �x 0 r _a Z 0 c 0 t�D CD °� o C� d O 0 n C � tz H nn .0 Z) o 0 z O z0 o oc xz 537J 0 Q rA ZT m Cl) t, o m 0 � _ O r o o z n n �� rn o � c 0 mn O 0 z D 0 m T= O m o mn co c� y z O -v O m r 0 z -i n O �� 0 0 Q 0 � y 30 � n Z �o � vy CD 0 �x _a Z 0 c CD o C� O 0 ';�W 1665 Date `�.. . -/J 9.. ,9 ................... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ................. ......... ....... has permission to perfoEm . I ..................... ........... ....................................... wiringin the building of .... ....................................................................... P at ....... 3 ......... ...e.....w .... . North Andover, Mass. Fee� ............. Lic. No / .......... ............... l ..................................... CTRICAL INSPEcrolz 05/17/99 14:16 35-00 PAID WHITE: Applicant CANARY: Building Dept. PINK: Treasurer The Commonwealth of Afassachusetts r.•rmit No. Department of Public sofcty < ' (3-:u&pancy 6 F¢c (.Ticcicrd • i� BOARD OF FIRE PREVENTION REGULATIONS S27 CMR 1200 3/90 (leave black) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK. All work to be perform, In accordance with the Macsachusetu Electrical Code. 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 4/21/99 City or Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 95 Candlestick Road, North Andover, MA 01845 Owner or Tenant Mr. & Mrs. Craig Mitchell Owner's Address same as above Is this permit in conjunction with a building permit: Yes ❑ No M (Cheek Appropriate Box) Purpose of Building residential & pre-school Utility Authorization NO. _ Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity 1.6cation,and,Nature of Proposed Electrical Work ar pre-existing sensors. At owner's option; No.'of Lighting Outlets. No. of Lighting Fixtures No. of Receptacle Outlets No. of Switch Outlets No. of Ranges No. of Disposals No. of Hot Tubs Swimming Pool Ab Rr No. of Oil Burners No. of Gas Burners No. of Transformers Total KVA '-- . ❑ grnd. ❑ Generators KVA No. of Energency Lighting Batter• Units No. of Air Cond. tons No. of Heath Total Tota FIRE ALARN3 leo. of Zones No. of Detection and Initiating Devices No. of Sounding Devices No. of Dishwashers Space/Area Heating 1014 No. of Self Contained _ Detection/Sounding Devices f.1 of Dryers Heating Devices KW _ Local ❑ Municipal❑ Other Connection of Water Heaters KW No, of No. o Signs Ballasts Low Voltage Wiring XX Securit S stem equipment No. Hydro Massage Tubs No. of Motors Total HP as noted above OTHER: : INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liabilit Insurance Policy including Completed Operations Coverage or its substantial equivalent. YESUD NO I have submitted valid proof of same to this office. YES &] NO ❑ on file If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE X❑ BOND ❑ OTHER ❑ (Please Specify) Estimated Value of Electrical Work S Work to Start Inspection Date Required: Signed under the penalties of perjury: (Expiration D.:[c..-Y Rough Final after 5/10/99 FIRM NAME P. R C Security Systems, Inc. J1 LIC.NO1187C aW. clearance Licensee Joseph Nugent Signat e 0 � ll -I— 87D #SS CC 000115 Addressn. Bus. Tel. No. -486-451T Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not -have the insurance coverage or its sui — stantial equivalent as required by Massachusetts General Laws, and that my signature on this permit application waives this requirement. Owner Agent (Please check one) Telephone No. PERMIT FEE S 35.00 Signature of Owner or Agent -01 6W 1 0 04 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ �s, Other Permit Fee J%oj— $ JZu Sewer Connection Fee $ 0 IPter Connection Fee $ 0 Location No. :,t? 7& Date tOTAL$ -Ze, ov F r Buildin 1-h—sp—ect6r g; Div. Rubiic'Works PERMIT NO.y 7 i . .01 V V v wo APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. tI/ PAGE 1 MAP +40. LOT NO. I 2 RECORD OF OWNERSHIP IDATE BOOK 'PAGE ZONE SUB DIV. LOT NO. �- p LOCATION C'wni asnn< /Gd 1fD PURPOSE OF BUILDING/ 6ROMAiz) �OL OWNER'S NAME Cgtgl v. ml-rcme-c-/(� NO. OF STORIES SIZE I X 4A IL T'L WNER'S ADDRESS Cirl�.TT/�... &Q04Z> ,•7 BASEMENT OR SLAB ARCHITECT'S NAME SIZE OF FLOOR TIMBERS IST 2ND 3RD UILDER'S NAME /CIqMiL)/ XbO/ y 5 �4M7/0 INC' . SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET "' POSTS DISTANCE FROM LOT LINES - SIDES 12 Fir+ REAR ZOa >f r GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WI}. -L BUILDING CONFORM TO REQUIREMENTS OF CODE �Iar� J IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, IF ANY A00 ,! IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS SEE BOTH SIDES PAGE 1 FILL OUT SECTIONS 1 - 3 PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS (/PLANS MUST BE FILED AND APPROVEDBYBUILDING INSPECTOR gDATE F t �V V move- , SIGNATURE O1. OWNER O ;AUTHORIZED AGENT / FEE 0�/ PERMIT GRANTED / aq ys FR TEL, fAN CONTR. LIC. 3 PROPERTY INFORMATION LAND COST EST. BLDG. COST Y / i/ K EST. BLDG. COST PER SQ. FT. EST. EST. BLDG. COST PER ROOM Gni C, _._ PERMIT NO. 4 APPROVED BY 657- r -Z04 BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN BUILDING INSPECTOR �I 0NIIV3H ON _I PSC I est JI81J313 P"L 1.W.9 I, 110 SWOOV dO 'ON L SVJ S831V3H 11Nf1 OOV0 3111 0J.H 1NVIOVB ONIUM —) 10013 V 'S81S J111V - ONINOIlIONOJ WV _ Sd31JV8 DOOM 1OdVA 10 8.1.M lOH S3snix13 Na300W S10J B 'SW9 13315 WV31S _ •SIOJ B 'SW9 139WI1 'NMnJ 81V 1OH 03J801 13AVSO 8 1V1 OJJf11S BNOS AOSVW NO 000(115 ONIOIS 'AM ONIOIS SOIS39SV 3JVNdnj SS313dId 1. 1SIOf OOOM II 9NI1V3H Ll 11 9NIWV11 9 i '- NV'Id 101d S3OV'ld3U SIHl 'O3S0dWIM3df1S '013 'S3ovm -VE) 'S3H02IOd H11M 'S9N1011f19 d0 SNOISN3WIO 10VX3 aNV S3NM 101 WONA 30NV1S1a ONV 10'IdOSNOISN3Wla 10VX3 MOHS18f1W N01103S SIHl Z L 9NI9Wflld OL - 1001 5 �I - OOV0 3111 ilOOd 01113dns ONIUM —) 10013 V 'S81S J111V d0013 3111 ASNOSVW NO 3NO1S _ S3snix13 Na300W — —� E ON130Od 110M _ 83MOHS 11V1S 3111 'HdSV NOWWOJ Q.PJ\08VH H18V3 13AVSO 8 1V1 OJJf11S BNOS AOSVW NO 000(115 ONIOIS 'AM ONIOIS SOIS39SV ONiswnld ON ONWIS 1lVHdSV 31V1S S31`JNIHS DOOM ANIS N3HJIIX S30NIHS DOOM 6 II S11VM v QOiVAV1 N3HJ11X N8300W S3IJNIHS 11VHdSV A 13SO1J831VM 03HS I lVld 13a9WVJ I 319VJ ('X13 LI 'W8 131,01 08VSNVW — 'Xla £. HlV9 dIH '- NV'Id 101d S3OV'ld3U SIHl 'O3S0dWIM3df1S '013 'S3ovm -VE) 'S3H02IOd H11M 'S9N1011f19 d0 SNOISN3WIO 10VX3 aNV S3NM 101 WONA 30NV1S1a ONV 10'IdOSNOISN3Wla 10VX3 MOHS18f1W N01103S SIHl Z L 9NI9Wflld OL - 1001 5 �I - ilOOd 01113dns ONIUM —) 10013 V 'S81S J111V 3WV8d NO 3NO1S ASNOSVW NO 3NO1S )119 830NIJ 80 •JNOJ 3WV8d NO XJI89 kMNOSVW NO X0189 — —� E �NO LLL510011 F—, 9313yJNOJ 3111 'HdSV NOWWOJ Q.PJ\08VH H18V3 OJJf11S BNOS AOSVW NO 000(115 ONIOIS 'AM ONIOIS SOIS39SV ONWIS 1lVHdSV S31`JNIHS DOOM S(]dVI09dVlDjjj 6 II S11VM v _ N3HJ11X N8300W A WOO2 OV3H S3JVld 3813 1?N.9 ON V38V J111V NIA % ;�i %, V38V .1.W.9 'Nil 11(13 V31V 1N3W35V8 £ L i _ E N13Nn llVrA A80 831SV1d O.M(38VH 3NId — S831d 3NO1S 80 )IJI89 X.19 3138JNOJ 3138JNOJ HSIN11 101131NI 8 NOI1VaNf101 Z N0110f1 HISN00 S1N3Wlavdv j S3JI330 Allwv3 all S31do!s _— AIIWVA 310NIS AON Vd (1000 L OVOD3b JNiaiin9 .q KC-, e v 0 m ou '7 eb CL cr z �D �=J A eD POO m ov 3 y ON dA V U) T 3 O• z M tl CA (A CD -n TCA � ?1 37 -n C) M C O j d C W C T c W C q A r- pZ Li n C m o o T z z v v o rm Z T 0 O O ti z 0 WR �7.cy:ri Craig S. Mitchell 95 Candlestick Road North Andover, MA 01845 95 Cu-plf ST ICK RVAV NORTH ANDOVER, MASSACHUSETTS BUVLR: CRAIG S. AND GLORGINNL H. MITCHELL SCALE: I" - 60' AUGUST 240-1983 a I LU i ` 16 s / ►�1 1' ��,'L'� 9 2 `TORY vn rR. bw 661 pefe, Eo 17[ tN Of NOTE: TMS IS NOT A SURVEY AND IS TO BE USLD FOR MORTGAG[ + PURPOSES ONLV. c C1A1 M N.B. - DO NOT USE OFFSETS FOR ESTA81-ISHIN0, LOT LINES FOR Tiff I Im ERECTION OF FENCES, WALLS, HEDGES, LTC, D 1 1([R['BV C[:RTI FV THAT THC [3LII LYING ON THIS PROPI RTV 1S LOCATED AS SHOWN ON PLAN AND COMPLIES WITH THE LOCAL ZONING ON SET BACK REQUIRLMENTS. CYR ENGINEERING SERVICES INC. I FURTHER CLRTIFV THAT THE ABOVE VWI LL1NG IS NOT LOCATLD 3.00 CANAL STREET IN A FLOOD HAZARD ZONE. LANRENCE,MASSACHUSETTS 4 C� B.. U, 20' F" d 4' 3" 8'1 d' 4=3" 0 aomaroa o � .• c -- Z��l�l n1 N O 'oao A m o o o D m m CO Z CO 3 x co N f 3 d M v 0 3 w a D 0 W �O 0 7 N .. r m am m CD a a m Q m m N n e o co a D c' O M 0 a' cQ O fD 7 at ct D L D D w lD n 7 O r (D j -n N < y W 3 3 r — 7 d m M:3 N „ wmaroa pO o 0 v ro v N d d O�e^U o co 1 (D cl d ° C r I' Q. (nZ CD �� 0 N. O CD �aH�H T C fD fD n N H 2 Q N Cl) a r :U w Z� 4' n e' /U D n �� N M _ m 0o -4 rn cn a w N n > cD-n � � D � � � o � ° p Nod N � o O � ;'i gD Z -CO °' W U' 0 6� `- x x p° a m rl1—� N n C 00 r- o5 Sn`D < c oco 3. 3m osD(7� N m � Zrr �No n_,o-(1:cc3a°w-iDm inn O _ - D O= o c 3 Q°, y 3 3 3 .D m cn = N m Z rCh a°7 � 3 m Q Q c:; N m 0oo` N CD m _I Li D m Q a ? 3 o c 0 n 3 c oo �ci �_ p p � o a K = 0 CCOOr ��� (1, o.� y n n wa �NCN mA a� pm < ` ^ A iT1 m m D� n .g C m y CD m "' to Z D Z r cn o i `/—A 't1 -N� Ngo 3 N• �� IwCL CD o�iNN ��� n °' O) '� x O ZZD� wm �� m o y on c° 0�� 2 n it m 0 Co CL CD D * w o D n5i 5 M o D co � 3 r- r D p cn Go m �I / < p e r rn ? 3 n� o m' - o CD N m r ,--fc' a w Y Zz DirD mo. lw N y a CD w om�Nm Q z cr-0p r : p a V C�M.u.rs01 .. . r Installati"on Manual MEMBER Mi=@ f WEATHERKING FAMILY SM NATIONAL SPA &POOL POOL AND PATIO INC. OOLS POOL AND PATIO INC. INSTITUTE 92 So. Broadway 92 So. Broadway LAWRENCE, MASSACHUSETTS 843 1AWRENCE, MASSACHUSETTS 01843 PHONE: (WS) 688-8307 PHONE: (508) 6:8-0307 Aluminized Steel * Galvanized Steel LAZY -L RECTANGLE GRECIAN TRUE -L NOTICE Keep in mind this manual cannot cover every possible situation. Most WEATHERKING Pools are de- signed as Class II Pools as defined by the N.S.P.L. WEATHERKING makes no recommendations as to acces- sories (Ladders, Slides, Boards, Etc.) to be used with a particular pool. Accessories are made available by many sources. You are cautioned to consult the N.S.P.I. Standards and all Codes before installing accessories. «. -`' FOREWORD One of the basic considerations upon which pool design and construction standards are founded is safety. However, safety of swimming pools ex- tends beyond design and construction standards and includes many other elements among which are the provision of ancillary facilities and equipment, the restriction or prohibition of selected activities of swimmers and bathers, and various operational and maintenance procedures. The National Swimming Pool Institute suggests that a builder of a swimming pool advise the initial owner of a residential -type swimming pool of some of the more important fea- tures related to safety concerning the ownership, operation, and maintenance of the pool. To this end the National Swimming Pool Institute subscribes to the following principles of safety of swimming pools that supplement the considerations upon which these design and construction standards have been based: 1. Basic lifesaving equipment including one or more of the following items should be on hand at all times: (a) a light, but strong pole with blunt ends and not less than 12 feet long, (b) a 1/4" diameter throwing rope as long as 11/2 times the maximum width of the pool or 50 feet, whichever is less, to which has been firmly attached a ring buoy with an outside diameter of approximately 15" or some other similar flotation device. 2. A selected list of emergency telephone numbers of the following should be conspicuously posted and should be kept at hand at the telephone nearest the pool: (a) nearest available physician (b) nearest ambulance service (c) nearest available hospital (d) nearest available police, fire, and/or rescue unit 3. Outdoor swimming pools should be protected by a fence, wall, building, enclosure or solid wall of durable material. Artificial barriers should be con- structed so as to afford no external handholds or footholds, of materials which are impenetrable by toddlers, at least four feet (4') in height so that a toddler cannot grasp its top by jumping or reach- ing, and equipped with a self-closing and positive self -latching closure mechanism at a height above the reach of toddlers and provided with hardware for permanent locking. CHECK YOUR LOCAL BUILDING CODES FOR ANY ADDI- TIONAL REQUIREMENTS. A complete set of N.S.P.I. standards are avail- able for commercial and residential swimming pools. Write to the Codes Committee of the National Swimming Pool Institute. Send $3.00 to N.S.P.I., 2000 K Street, N.W., Washington, D.C. 20006, for each set required. If properly installed each of the pools in this installa- tion manual will conform to the latest NSPI standards for residential pools. Pools are classified as to type: Pool Max. Max. Max. Board Height Type Diving Board Jump Board Over Water Length Length (See 2.10.4) NO DIVING EQUIPMENT PERMITTED If 8' 6' 1/2 meter (20") III 10' 8' 2/3 meter (26") IV 12' 8' 3/4 meter (30") V 12' 8' 1 meter (40") Slide equipment must be installed in accordance with instructions packed by the manufacturer. Safety related material is packed with the vinyl liner and should be given to the customer upon completion of the pool installation. It is the Pool Owner's legal responsibility to 1) warn users of the hazards of a pool, 2) to enforce all safety rules, and 3) to maintain the pool and correct any hazardous conditions. IF AT ANY TIME YOU NEED ADVISE YOUR DIS- TRIBUTOR CANNOT PROVIDE, WRITE TO WEATHER - KING PRODUCTS, INC., P.O. BOX 231, EAST GREENWICH, RI 02818. CAUTION - USE GOOD SAFE POOL SENSE 1. Always keep your pool full of water. 2. Always keep your pool properly chemicalized. During the swimming season check daily. 3. Follow all codes and standards as they pertain to swimming pools and accessories — they are for your safety. 4. Use only those electrical appliances around the pool that are approved for that use. 5. Keep basic life saving equipment at hand. 6. Keep a list of emergency phone numbers avail- able. 7. Never swim alone! 8. Never allow children to use the pool without competent adult supervision. 9. Always use proper caution when using chemi- cals, read the labels, and keep all chemicals out of the reach of children. 10. Never allow horse play in or around the pool. 11. Never allow sharp objects or glass around or in the pool. 12. Never allow diving unless it is in the proper place with proper equipment and instruction. 13. Never allow anyone under the influence of alcohol or drugs to use the pool. 14. The pool owner should instruct all persons us- ing the pool of its depth and potential hazards. 15. Always be sure your pool is secured against un- authorized use. (Lock gates, cover, etc.) TABLE OF CONTENTS Page Pool Components Description........... 2 Preliminary Study ...................... 3 Site Location and Pool Layout ........... 3 Filter Location and Installation ......... 3,5 Tools and Equipment .................. 3 Miscellaneous Material. ................ 3 Water................................3 Coping Installation for Steps ............ 8 Layout Area to be Excavated ............ 4 Installing Pool Walls ................... 4 Installing Coping ..................... 4,5 Installation of Wall Fittings ............. 5 Main Drain ............................5 Hard Bottoms ......................... Pouring Concrete ...................... 5 Electrical Requirements ................ 5 Installing Plastic Piping ................ 5 Heater Location ....................... 5 Chlorine Generator or In -Line Chlorinator .........................6 Page Wall Foam ............................ 6 Finishing the Pool Bottom ............ 6,9 Final Forming of Pool Bottom ........... 6 Installing the Pool Liner .............. 6,7 Installing Face Plates .................. 7 Backfilling Around the Pool Walls ........ 7 French Drains .........................7 Pool Steps ............................8 Metal Step Assembly ................... 8 Coping Installation for Steps ............ 8 Step Liner Procedure for Metal Steps ......................... 8 Acrylic/Fiberglas and Thermoformed Steps ............. 8 Concrete Decking ..................... 9 Hard Bottoms ......................... 9 Safety Equipment ..................... 9 Fully read the manual and consult local codes 2 Obtain the necessary building permit. BUILOIN6 PERMIT 3 Stake out the pool area and plan the access routes DIRT ROAD 4Arrange for material and subcontractors ELECTRICAL WATER EXCAVATION CEMENT 51nclude the customer in the planning. FENCE Be sure they understand their obligations 1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10- 11. 2 "Weatherking quality pool components are your key to success" Wall Panel Wall Panel Corner Adjustable A -Frame s Anchor Pad Concrete Deck Brace (Optional) Ladder Mount Assembly (Optional) Skimmer Support "Holiday" Rim Coping 8" Snap -Strip Coping (Optional) Return Fitting Underwater Light (Optional) Galvanized 14 gauge corrosion -resistant 5" steel walls re two 5upright braces t s feature ® specially welded for unmatched support. Stainless steel walls are manufactured from super -strong .060 stainless steel to with- stand unusual stress conditions. This struc- ARMOR- CLAD. turally superior material offers exceptional strength, optimum corrosion resistance and �3 ease of installation. f PRELIMINARY STUDY: The first and most important step in the installation of a pool is to make a thor- ough preliminary study of all the requirements. A good beginning is to read this manual and obtain a clear understanding of all the techniques presented. In obtaining a building permit you may be re- quired to submit layout drawings of the particular pool you are installing. These drawings are available from your local WEATHERKING Dealer or direct from the manufacturer. SITE LOCATION AND POOL LAYOUT: Careful atten- tion to detail at every step of planning and construc- tion is essential if you wish to maintain a profitable business and have satisfied customers. Always discuss alternatives with the home- owner. This is especially important in the planning stages. Do not allow the customer to require you to do something you know is poor practice. You may ultimately be held responsible for a pool that does not meet codes or a filter that leaks and causes water damage. It is your responsibility to provide expert advice. Get approval on the exact site of the pool. It is helpful to make a stake out sheet (See Back Cover) showing the access route, and the exact location of the pool and accessories. Advise the customer that construction may result in some damage on the access route and around the work area to lawns, etc. It is better that people understand exactly what is involved, than to have them upset later. Be sure the customer understands what he is financially respon- sible for. A pool is a permanent fixture, choose the loca- tion wisely. It is advisable to align the pool with some known object, such as the rear of the house, wall, fence line, garage or property line. The object selected will serve as a reference point throughout your pool layout activity. OTHER THINGS TO BE CONSIDERED ARE: Easy access to the house and dressing area — Allowances for patios, walks, and poolside living — Allowances for diving boards, slides, etc. Take into consideration the general topography of the land. Slope, rocky areas, septic system, streams, ponds and the general nature of the land will affect the final pool layout. Check with utility companies as well as the homeowner for buried cables, pipes, or other hidden obstructions. Most of all choose the sunniest area possible. Check for overhanging branches and shade caused by the house, garage, or trees. FILTER: Choose a filter location that will allow you to keep your plumbing lines as short as possible (30' or less). The closer the filter is to the pool, the more efficiently it will operate. The skimmer should be placed in the center of the long side facing the pre- vailing winds in your area. The wind will blow particles of dust and dirt into the skimmer. Placing the skimmer in the center will also allow you to vacuum all parts of the pool freely. The filter should not be located more than 24" above the water level of the pool nor should it be placed where its noise will disturb people (e.g. under a bedroom window). Keep in mind where the water will go when you have to drain your pool or clean the filter. TOOLS & EQUIPMENT: 1 — 3' Carpenter's Level 1 — Transit Level 1 — 100' Tape Measure 1 — 12' Tape Measure 1 — Roll Builder's Cord 1 — Chalk Line 1 — Water Pump (if required) 1 — Impact Wrench with Universals 1 — 3/8" Electric Drill & Bit Set 2 —100' Extension Cords 1 — 2 HP Shop Vacuum 3 — Long Handle Shovels 1 —Wheel Barrow 2 — Steel Rakes 1 — Garden Rake 1 — Pick 1 — 16 lb. Sledge Hammer 1 — 3' Pry Bar 2 — Soft Bristle Brooms 1 —Tamper 1 — 3/8" Drive Rachet Set 1 — Open End -Box Wrench Set 1 — Drift Pin 1 — Razor Knife 1 — Set Screwdrivers 1 — Vise Grip Pliers 1 — Water Pump Pliers 2 — Pipe Wrenches 1 — Hack Saw 1 — Rubber Mallet 3 — Wood Floats 3 — Steel Trowels Concrete Patio Blocks Permatex &Teflon Tape 2 — Pair Rubber Boots Personal Safety Equipment (e.g. work gloves for handling metal pool parts) MISCELLANEOUS MATERIALS: These tables are meant as a rough guide. *2500 lb. 3/4" stone mix WATER: See WEATHERKING Catalog for gallonage of individual pools. 3 16x32 18x36 20x40 Concrete* required 5 cubic 6 cubic 7 cubic for Concrete collar yds. yds. yds. Concrete* required for slabs 2'x3'x6" 3 cubic 3 cubic 3 cubic Ladder Slab ft. ft. ft. 3'x5'x6" 6 cubic 6 cubic 6 cubic Filter Slab ft. ft. ft. 3'x8'x6" 12 cubic 12 cubic 12 cubic Filter Slab ft. ft. ft. Diving Board 41/2 cubic 41/2 cubic 41/2 cubic Slab ft. ft. ft. Washed Clay 7 cubic 9 cubic 10 cubic Base Sand yds. yds. yds. Vermiculite Bottom (2 to 1 Ratio) Vermiculite Bags/ 26/13 36/18 44/22 Cement Bags *2500 lb. 3/4" stone mix WATER: See WEATHERKING Catalog for gallonage of individual pools. 3 LAYOUT AREA TO BE EXCAVATED: The excavation will be four feet longer and four feet wider than the actual pool dimensions to the depth of the bottom of the pool walls. The extra two feet all around is to allow room for the bracing system, piping, and work area. Refer to the Pool Layout and Excavation Chart on page 10 for the measurements needed. You will need four (4) stakes for a Rectangular pool or eight (8) stakes for a Grecian or L -Shape pool to designate the excavation area. For all pools, first stake the four (4) corners of the excavation size. Take the X and Y dimensions, adjust until they are the same. Run string around the four stakes. Your rough excavation will now be outlined and squared (FIGURE 1A - D, depending on pool shape). For Grecian pools measure back along A and B lines 5'3", drive stakes at these points. Reroute the string around these stakes (FIGURE 1 B). Using a transit and story pole check the height of the ground at all four corners. It is usually advis- able to pick the highest point. The flat part of the ex- cavation should be dug 40" below this point. The pool walls are 42", this will allow 2" and the coping height for surface drainage from the pool.* DO NOT over dig for walls. The walls should rest on undisturbed earth. Consult finished liner specifi- cations for the measurements of your particular hopper. It is advisable to overdig the depth of the hopper by 1' to 2' to allow for earth scraped down during final hand shaping and the thickness of the pool bottom material installed (FIGURE 2). A skillfully operated backhoe or gradall will ac- complish the digging required. Estimate the amount of backfill you will need, spread it evenly around the pool work area. If steps are to be used, excavate a 6' x 12' area for the step. You may also want to dig a hole for the diving board base. Check frequently to insure that the hole is level. This will save a lot of hand labor later. The excavation should be within 1". Hand trimming will usually be required (FIGURE 3A -B). *STAINLESS STEEL WALLS ARE 41"; THE WALL EXCAVATION SHOULD BE 39" DEEP. tion. Refer to the typical layout drawing which includes the wall panel sizes, bracing locations (FIGURE 4), and the various wall corner assemblies (FIGURES 5A - F). Assemble a corner first, this will keep the panels standing erect. Tighten all bolts holding the wall corner flush against each side of the wall panel. Always use two washers when bolting walls, corners, and A -Frames together (FIGURE 6). Tighten only the center five (5) holes at each joint, inserting a drift pin in the top and bottom holes to assure flush panel faces and alignment of the panel's top edges. A -Frames may be installed as the walls are set up or after all the walls have been erected (FIGURE 7A -B). If the optional sheet metal, or thermoformed steps are used, refer to the step instructions on page 8 in this manual. After the walls are set up and bolted together, check the pool for squareness by running a diagonal line from corner to corner. These measurements should be the same. Using a transit check the level of the pool at each corner and wall joint and make the necessary adjustments. Some joints may have to be raised with blocks, and other joints may have to be lowered by scraping into the undisturbed earth. Now with the pool walls leveled and squared, plumb each wall face with a level. By adjusting the A - Frames in and out (FIGURE 7-B) you will achieve an accurate alignment of the face and top part of the panel. You may also run a line down the wall from corner to corner to make sure that the walls are straight when driving the stakes into the anchor pads (FIGURES 7A and 7C). Concrete should be poured on every anchor pad to secure the walls. All optional mounting assemblies, such as lad- der mounts or concrete deck braces, should be in- stalled at this time (FIGURES 8A -C and FIGURE 9). The ladder is placed in the mount to insure that it is in the proper position prior to pouring concrete. The ladder is removed after the concrete has hardened so that the liner may be installed. If a diving board is to be used form the pier and set the jig. Be sure to note the N.S.P.I. codes as to application and location. INSTALLING COPING: Place corners and coping lengths in position around the pool. The various sizes are listed on the coping breakdown sheet (FIGURES 10 and 11A -B) or packed in the coping car- ton. If the pool has steps, see separate instructions in the step section of this manual. IF GROUND WATER IS ENCOUNTERED SEE SPE- Starting with the corners, install the tek self- CIAL SECTION ON FRENCH DRAINS (FIGURE 20). cutting screws provided. These are most easily SPECIAL CONSIDERATIONS: installed with an electric impact wrench.** Set the torque so that the wrench slips. before twisting the 1. Is the pool hole square? head off of the screw. Fasten the long lengths to the 2. Are walkways and bottom well compacted? pool wall. If Snap -Strip coping is used, snap the 3. Is the hopper properly shaped = slightly overdug insert in place with a rubber mallet. Install the to allow for sand? coping clips after the liner has been installed. INSTALLING POOL WALLS: Pool walls must be **Note: The head of the stainless steel pool is pre - placed on firm, undisturbed ground. When erecting punched to accept the Holiday coping. Properly locate the walls remember to properly locate the skimmer, each coping piece. Mark the bolt locations and drill inlet and light panels, where applicable. If the pool the coping. has steps, see separate instructions in the step section of this manual. When you determine the location of all the special panels, lay them on the ground near their permanent positions and then place the remainder of the panels around the excava- 4 Installation of coping corner (Snap -Strip) with impact wrench on head of wall panel. INSTALLATION OF WALL FITTINGS: Install the skimmer, inlets and light niche according to the ex- ploded views of each assembly that appear in this manual or that are packed with each item (FIGURES 12A -C). Note that the skimmer vinyl sandwich gasket should be in place before the skimmer is mounted in the wall. When the skimmer, inlets and light are in place, use masking tape to cover the opening in the wall to block air leaks during the liner installation. The skimmer support bracket is installed at this time (FIGURE 13). MAIN DRAIN: If a main drain is to be used it is advis- able to set it into a concrete pad approximately 2'x2'x6". If concrete is not used, be sure the earth is packed tightly around it. The pipe must be buried at least 6" below the side bank and wall. Extra care should be taken in assembling the components. Direct the pipe either toward the pump or the bottom of the skimmer (FIGURE 14). SPECIAL CONSIDERATIONS: 1. Are all nuts, bolts, screws tight? 2. Are walls level and straight? 3. Are all accessories in place? 4. Are walls firmly staked? 5. Are steps (if used) and ladders properly braced? 6. Be sure to cover the coping in any areas which could get concrete on them. POURING CONCRETE: You are ready to pour con- crete. To prevent concrete from flowing under the wall and into the pool, all spaces under the wall should be packed with sand from inside the pool. (See table on page 3 for recommended amounts and mix.) It is recommended that you pour a concrete collar around the entire lower outside perimeter of the pool if any adverse ground conditions are en- countered orexpected (FIGURE 15). Ask the concrete truck operator to make the mixture very soupy so that it can be puddled around the pool with rakes and shovels. Be sure A -Frames, anchor pads, and optional equipment such as ladder mounts, concrete deck braces, and steps are in- cluded in the concrete collar. Pouring concrete collar around outside perimeter of wall panels. ELECTRICAL REQUIREMENTS: Before proceeding with the installation, be sure to arrange for a licensed electrician to ground the pool according to local and national codes, and to make the electrical connections required for the pump and any optional equipment. Refer to local building codes regarding inspection of the installation. INSTALLING PLASTIC PIPING: With the fittings al- ready in place, you can begin to plumb the pool by installing plastic piping. First, partially backfill and hand tamp around the pool with good drainage gravel that is free of rocks, large boulders, and debris. Backfill approximately halfway up the wall. Never use heavy clay soil or sand for backfilling be- cause they will not pack properly or provide adequate drainage. Lay out your piping removing any kinks and making certain that the suction line slants toward the filter whenever possible. Be sure that pipes are installed away from the pool wall, bracing system and any other sharp objects which could kink or cut the pipe (FIGURE 15). Be careful to fully seal all pipe connections to eliminate the possibility of water or air leaks. Push the clamp or clamps (two clamps are recommended) up around the fittings and tighten. This connection should set in thirty minutes. Re - tighten every clamp in about one hour. Many experienced installers pressure test the lines before burying them. A few minutes of extra care in checking lines can save a lot of time in repair work. FILTER INSTALLATION: Because of the variety of filter types available for residential pools, we recom- mend that you consult the filter manual and installa- tion instructions packed with the filter. See FIGURE 16 for typical layout. HEATER: See FIGURE 16. 5 CHLORINE GENERATOR or IN-LINE CHLORINA- TOR: This equipment should be installed on the return line after the filter system. If the pool is equipped with an optional heater and/or a booster pump for an automatic pool cleaner, the chlorinator should be installed. on the return line after the op- tional equipment. WALL FOAM: If wall foam is to be used it must be installed now. Be sure all wall joints are taped with duct tape first. Spray adhesive is the simplest way to affix foam to the pool wall and metal steps. Be sure to cut out around skimmers, lights, inlets, etc. at least 2" beyond the screw holes. You do not want to trap foam between face plates and the wall, this will cause leaks. FINISHING THE POOL BOTTOM: Washed clay base sand, vermiculite/ concrete, grout or stone dust may be used as the bottom for vinyl liner pools. Each has its own advantages. If ground water conditions or disturbed ground conditions are encountered, refer to the section on "HARD BOTTOMS" on page 9. FINAL FORMING OF POOL BOTTOM: If all direc- tions have been followed you are now ready for the final forming of your pool bottom. For exact pool dimensions refer to FIGURE 17. Begin with coarse rakes to rough grade. Break the 6" ledge at the bottom of the panels around the top of the hopper walls. If you have properly over - dug the hole this earth can be left in the bottom. Remember at this point all dimensions should be 2" — 3" larger to allow for the pool bottom material. Be sure all hopper banks are straight or slightly concave to insure proper liner fit. Using the proper dimensions for the pool, locate and drive small pins at points indicated on FIGURE 18. BE EXACT. Find the proper depth of the pool (from the bottom of the coping) on the four pins in the bottom of the hopper. This can be easily accomplished by using a string across the pobl and a pole the proper length. Connect the four pins at the proper level with string. Now run string from the four center pins to the outside pins. The strings should be a mini- mum of 2" above the bottom, this is to allow for .sand or any other bottom finishing material used. Spread, tamp and trowel the sand. (For other bottom surfacing materials refer to page 9.) Only a good grade, stone free, clay bearing sand should be used. The same techniques are used in working it as concrete. Be sure you work to your strings. Do the shallow end first, then work from the sides of the hopper down. Note: Carry the sand 2" up on the wall panels. (See FIGURE 15) Do the bottom of the hopper last. Remove the pins and patch up the holes. Exit from the bottom of the hopper may be achieved by means of a ladder with a 3'x3' base. SPECIAL CONSIDERATIONS: 1. The bottom must be well tamped particularly in areas where rocks were removed. 0 2. At least 2" of sand must be used. 3. The largest single cause of problems is incorrect shallow end depth. Measured from the liner track to the bottom, the shallow end depth should measure 40". Remember the water will compact the sand if it has not been tamped. 4. If steps are used, adjust the depth as recom- mended (FIGURE 19B and FIGURE 24A). 5. Remove even the smallest stone when troweling. Final forming of pool bottom according to shallow end and hopper exact dimensions. INSTALLING THE POOL LINER: If steps are used, see special instructions included in this manual. Before you open the liner box, be certain there are no sharp objects or protrusions on or around the pool. Be sure all inside joints and fitting openings are taped. Be sure there is no sand or concrete on the walls. If the optional foam wall lining (recom- mended on metal wall pools) is used, be sure to cut out an opening at least 2" larger than face plates for wall fittings. Place the liner box on the ground out- side of the pool wall in the center of the deep end. Remove the top. Break the sides of the box. Unfold in two directions toward the deep end corners. Be sure the shallow end is on top (seams run the width of the liner in the shallow end). See illustration of liner installation on page 7. Four people are required. Two grasp opposite corners and walk down the long sides of the pool (holding the liner as high as possible). The third and the fourth person hold the bulk of the liner from fall- ing in the pool. Once the liner is pulled out, begin placing it into the extrusion in the coping. It is easiest to hook the liner in several places then shift it around until the liner's corners and the shallow end seal are properly aligned. After this is done insert the liner in the extrusion around the entire pool. Using a broom wrapped with rags, tap the liner back against the wall to remove wrinkles. Remove 12" of liner from the extrusion. Insert the hose of a heavy duty vacuum behind the liner. It should extend to within 12" of the bottom of the wall panel. Using masking tape and/or rags close the opening made by the vacuum hose. Turn the vacuum on, the liner will be pulled tight. Make final adjustments. Begin to fill. The vacuum should be allowed to run until there is 6" of water in the shallow end. Remove the vacuum, put the balance of the liner bead in the ex- trusion. Place the liner on the ground outside of the pool wall in the center of the deep end. (Shallow End Label -Up) With two people holding the liner in the corners of the deep end, two other people pull the liner towards the shal. low end, holding the liner as high as possible. INSTALLING FACE PLATES: If a main drain is used, allow the pool to fill 12"-18". Using the same ladder with a padded base, a person must enter the pool to install the gaskets and face plates on the main drain according to instructions packed with the main drain. The faceplate for the light should be installed when the water level reaches one inch (1") from the bottom of the niche. The face plates for the skimmer and inlets should be installed when there is approximately two feet (2') of water in the shallow end. This allows the weight of the water to stretch the liner to its final shape before any holes for fittings are cut in it. Feel through the liner to locate the screw holes in the body of the fitting that is already attached to the wall panel. Before you pierce the hole with an awl, make sure that it is not the mounting screw hole. Use the face plate as a template to assist you in locating the proper face plate screw holes. Now take the face plate and the face plate gasket, locate and tighten each screw evenly, being careful that the screwdriver does not slip and damage the liner. When the face plate is in place and all screws are tightened, make sure that all of the piping and connections are made before you cut any fittings in. First, place a small hole in the inside opening through the liner to relieve the pressure. Then with a sharp razor knife cut out the inside opening through the liner. (When cutting out the skimmer opening, use care to avoid cutting the vinyl sandwich gasket.) SPECIAL CONSIDERATIONS: 1. Fully read the description on the liner box before opening to be sure that the dimensions, color and design are correct. 2. Check to see that all wall joints and sharp edges have been taped. 3. Check to see that the liner is hung straight. If a pebble bottom is used, extra care is necessary. 4. Vinyl liners are best installed at temperatures over 60 degrees. If you attempt to install a liner in cool weather, make sure: 1) The liner has been in a warm place for at least 2 days (dropping a boxed liner may damage it); 2) Fill the pool only in direct sunlight or when the water and air temperature are over 60 degrees; 3) Raise shallow end depth close to the walls by an inch to account for loss of elasticity in the liner. BACKFILLING AROUND THE POOL WALLS: Back- filling should proceed at the same rate and time as filling your pool with water. In that way pressure will be equalized on both sides of the walls. Be certain not to let the water get ahead of the backfill or vice - versa! Drainage gravel is preferred for backfill. Never place rocks, large boulders, or debris near the pool walls as part of the backfill. To minimize settling around the pool, gradually backfill approximately 12" at a time and firmly hand tamp. Always be aware of the water level in the pool during backfilling. Never use sand or clay soil against the pool wall. FRENCH DRAINS: The most inexpensive way to control ground water in the pool hole while work is in progress is the French Drain. If water is encountered during the excavation, instruct the excavator to dig a sump pit in the center of the deep end. A 4'x4'x18" deep hole will usually be large enough. If water is seeping out of the walls of the hopper, cut channels into the bank to lead the seepage to the sump. Pack the channels with crushed stone covered with plastic or burlap. Dig the trench used for the main drain pipe large enough to accomodate 2 pipes. Cap the end of a 11/2" pipe with screen. Drill 1/4" holes in the pipe. Place the pipe in the sump as shown in FIGURE 20. Run the pipe up the bank and under the wall. The line should terminate at deck level. Install the main drain. Bury both lines in the bank. Connect the sump line to a 3/4 HP high -head, self -priming pump. Run the pump as necessary. Never allow the water to rise above the bottom of the main drain. After the pool is finished, plug the fitting at the deck level. Instruct the customer as to the location and purpose of this line. 7 POOL STEPS: WEATHERKING offers a variety of walk-in pool steps. 8' metal steps constructed of gal- vanized steel are appropriate for galvanized steel pools only Fiberglas, acrylic/fiberglas and thermoformed steps may be used in any of the pools covered by this manual. They must be positioned at least one foot in from any corner in the shallow end. At the time the pool was ordered, the step loca- tion should have been specified if located in a posi- tion other than the center of the shallow end. If pool steps are positioned in the center of the shallow end, refer to FIGURE 21 for information regarding the wall panel size on either side of the step. METAL STEP ASSEMBLY: 1. Make sure all parts are on the job. 2. Bolt "step side walls" to "C" tread using 3/8" carriage bolts, nuts and washers (FIGURE 19A). NOTE: Carriage bolts are used in two holes on each side of the "C" tread only 3. Locate "B" tread as shown in FIGURE 19B and bolt into place using 3/8" bolts, nuts and washers. Do not tighten any bolts until the whole step has been assembled. 4. Bolt the "C" tread to the "B" tread (FIGURE 19B, Detail A). 5. Repeat instructions 3 and 4 until all step treads have been assembled (FIGURES 1913-D). 6. Tighten all bolts, be sure edges line up. 7. Install the step and bolt to pool walls using car- riage bolts (FIGURE 19B, Detail B). For Grecian pools with steps, refer to FIGURES 22A -B for details. 8. Bolt the horizontal and vertical leveling plates (FIGURE 19B). COPING INSTALLATION FOR STEPS. The add-on coping kit for steps contains two pieces of coping, four corners, clips, and screws (FIGURE 19D). For 161/2x351/2 Grecian pools with steps, refer to FIGURE 22C. Install the coping around the pool except for the wall the steps are in. Install the front and rear coping corners. Next install the side pieces supplied. Carefully measure and cut the remaining pieces required from the coping supplied with the pool kit. NOTE: Most non-metal steps do not require coping. SPECIAL CONSIDERATIONS: 1. Tighten all bolts. 2. Be sure all joints are level and flush. 3. Tape all joints. 4. Taper sand in front of steps (FIGURE 19B). Con- tinue the taper along the entire wall. If steps are installed on the side of the pool, continue the taper to the shallow end break. 5. Be sure the steps are level front to back — side to side. 6. Be sure concrete encompasses the bottom of the step and support system. 7. Backfill with care to eliminate voids under the steps. E STEP LINER INSTALLATION PROCEDURE FOR METAL STEPS: Be sure that the sand level does not exceed 38" along the shallow end wall as well as in front of the steps. Taper down to 40" about 2' from the wall. Pool liners with vinyl steps should be installed from the shallow end. Pull the liner part way into the pool and allow it to lay in the shallow end until the step end is installed. Wipe the stairs clean. Use spray adhesive on the bottom step. Place the liner into the step making sure the liner is properly seated and as wrinkle free as possible. If the step liner needs adjustment, you may reset it by lifting the liner straight up. You cannot pull the liner forward, only upward and out. Set the next 2 steps, one at a time, in the same manner as the first step. Check the corners of the steps to be sure they are properly set. Insert the liner bead into the liner receiver, starting at the middle and working in both directions. Sand bags should be placed on the steps as shown in FIGURE 23. Sandbags should also be placed along the shallow end wall on which the steps are located to prevent the liner from moving when water is put into the hopper. Do not remove the sandbags until the pool is full. It is best to be present as the pool is being filled so that any small wrinkles may be removed before they become trapped in the liner. ACRYLIC/FIBERGLAS AND THERMOFORMED STEPS: WEATHERKING makes available several models of these steps. These instructions are meant to supplement the manufacturer's instruc- tions pacKed with the step. Before installation, closely examine the steps for scratches, dents or cracks. Be sure you have all the parts required. Never install fiberglas, acrylic/fiberglas or ther- moformed steps closer than 1' from either a corner or the break of the hopper. Consult installation instructions packed with your step. Install the step support system as shown (FIGURE 24A). Sand bag the shallow end wall (FIGURE 24B). SPECIAL CONSIDERATIONS: 1. Level the step front to back — side to side. 2. Check support systems. 3. The sand level in front of the steps should be 2" less than the recommended depth of the shallow end. Taper the sand down to the shallow end 2' out from the steps. This cove of sand should extend along the entire wall where the steps are located. 4. The -under side of the steps must be included in the concrete collar poured around the pool. 5. Do not install the face plates until the liner has been stretched into place (1' of water in the shal- low end). 6. If concrete decks are to be poured be sure they are properly supported and are isolated from the step with expansion joints. I CONCRETE DECKING: During construction you should provide for the deck support system if the pool owner plans to install a concrete deck. Either of the following systems may be used: a) Weatherking concrete deck bracing system and 6x6 wire or 3/8" rebars (FIGURE 9). b) While pouring the concrete collar around the pool, place 6" diameter tubes approximately 4' apart around the excavation. Place a 60" piece of 3/8" rebar in each tube and fill with concrete to the appropriate level to allow for the concrete deck. After the pool is back- filled, bend the exposed rebar and install 6x6 wire mesh. SPECIAL CONSIDERATIONS: 1. If you are not experienced in concrete work do not attempt to install the decks. 2. Expansion joints must be used. 3. Steps must be isolated from the deck with ex- pansion joints. 4. The deck should be pitched at least 1/2" in 1 foot away from the pool. HARD BOTTOMS: If the excavation required blast- ing or the removal of large rocks, and fill was used, it is recommended that fill be carefully tamped and one of the following hard bottom materials be used. STONE DUST: This material packs harder than sand but is troweled and worked similar to sand. GROUT: Mix dry sand and cement (3 to 1 mixture), tamp, and trowel. Spray with a very fine water mist until evenly damp. Be careful not to wash the grout away. Allow to dry for 2-4 hours before installing the liner. NOTES VERMICULITE: If ground water is encountered or the ground is extremely unstable or disturbed, a vermiculite/cement mix is recommended. Instructions for the particular brand are obtain- able from WEATHERKING. See chart in this manual for amounts required.. SAFETY EQUIPMENT: Be sure to give the home- owner the safety sign packed with the liner. Affix the "NO DIVING" stickers to the sides and shallow end of Type II Diving Pools. Non -Diving pools should have stickers on all four sides. The safety line should be properly installed according to N.S.P.I. Codes and the instructions packed in the carton. After the pool is completed, take a few extra moments to check filter operations. Pick up all tools and trash. Leave the homeowner with any war- ranties, maintenance manuals, and any other in- formation and promotional material. The installation is now complete. BE SURE TO AD. VISE THE NEW POOL OWNER OF THE FOLLOW. ING INFORMATION PERTAINING TO THEIR SAFETY AND WELL-BEING. Since a swimming pool is a vessel filled with water, it can become a safety hazard. Extreme care should be used to prevent accidents. People dive, jump, and play around a pool. The pool owner must follow the safety rules in this manual and enforce them. Safety rules are to protect the welfare of the people using the pool. �7 e x A Y 1A - RECTANGLE STAKEOUT 0 H 1C - TRUE "L" STAKEOUT FIGURE 1 - POOL EXCAVATION LAYOUT A I — GRECIAN STAKEOUT 1D — LAZY "L" STAKEOUT EXCAVATION NOT POOL -5" MEASUREMENTS "L" LAZY "L" LAZY SIZE EXCAVATION EXCAVATION 16'x40'x20' 20'x46'x24' "L" SIZE DIAGONALS POOL SIZE A B X, Y 12'x 24' 16' 28' 32' - 3" 14'x 28' 18' 32' 36' - 8%" 16' x 24' 20' 28' 34' - 47/8 " 16'x 32' 20' 36' 41' - 23/4" 16'x 34' 20' 38' 42' - 11114 " 16'x 40' 20' 44' 48' - 4" 18' x 36' 22' 40' 45' - 73/4 " 20'x 40' 24' 44' 50' - 11/2" 24' x 48' 28' 52' 59' - 03/4 " 30' x 60' 34' 64' 72' - 55/8" 161/2' x 321/2' 201/2' 361/2' 32' - 101/8" 161/2' x 35%' 201/2' 391/2' 35' - 27/8" 181/2' x 401/2' 221/2' 441/2' 40' - 57/8" 201/2' x 441/2' 241/2' 481/2' 44' - 111/4" FIGURE 2 —INITIAL FORMING EXCAVATION "L" "L" LAZY "L" LAZY SIZE 16'x36'x24' 20'x44'x36' 16'x40'x20' 20'x46'x24' "L" OF POOL BOTTOM A 20' 24' 20' 24, B 40' 48' 44' - 117/8 " 50' - 101/4" A, 28' 40' 20' 24' H 16' 20' — — L 8' 16' 10'-21/8 10'-21/8" POOL WALL M 24' 28' 15' - 6%" 16' - 63/8" 2 S — — 31' - 63/e " 36' - 63/8" T — — 26' - 21/a" 30' - 21/8" HAND BREAKAFTER EXCAVATION WALLS AREDIAGONALS 6� X 44' - 85/e " 53' - 8" 37' - 41/8 " 43'- 85/8" CONCRETED Y 31' - 27/8" 36' - 101/2" 32' - 111/4" 38'- 658" X, 32' - 3" 44' - 8%" 22' - 51/4" 26' - 03/4" UNDISTURLTD Y, 17' - 105/e " 25' - 73/8 " 25' - 37/8 " 29' - 13/4" EARTH Z — — 20' - 81/2" 24' - 10" 0VERDIG i 10 HAND SHAPE FIGURE 3 - POOL EXCAVATION 3A — ROUGH EXCAVATION 3B — FINISHED POOL GRADE I LL SHOULD BE MIN. HIGHER THAN GROUND 24"WALKWAYS 8' T 8' 8' 8 12x24 RECT 4 2 4' PANELS 8 8' PANELS 4 6 A -FRAMES 6' 8' 8' 8' VIA l= 16x34 RECT 8 8' PANELS 4 9' PANELS 8- A -FRAMES 8' 9' 8, 9, FIGURE 4 — WALL PANEL AND BRACE LOCATION RECTANGLES 6' 8' T 6' T 8' 61 14 x 28 RECT. 6' 6 6' PANELS 6 8' PANELS 6, 8 A -FRAMES 8' 6' 8' 16x24 RECT. /0 8' PANELS 6 A -FRAMES 8' 8' A 8' 8' mica 16x40 RECT 14 8' PANELS /0 - A -FRAMES 8' 8' B 8' 8' 8' 8' Y 8' 8' T 8' 8' 20 x 40 RECT. 2- 4' PANELS 4 14 - 8' PANELS 12 - A- FRAMES 8, 8' 8' 8' 8' Ai 8' 8' I 8' 4 8' 16,1ax32— GRECIAN 4 6P4 8 8, PANELS Q A- FRAMES 16 x 32 RECT. 12 8' PANELS 8 A-FRAM£S 8' 8' 8' 8' 8' 9' 9' 9' 9' 9' 9' 18x36 RECT 12 9' PANELS 8 A -FRAMES 9' 9' 9' 9' 9' 9' 8' 8' T 8' 7 8' 8' 8' 8' 8' 24 x 48 RECT. 8' 18 8' PANELS 8' 14 A- FRAMES 8' 8' 8' 8' dj 8' 8' 8' 6 8' GRECIANS 8' T 8' 8' 8' 6' 18112 x 40W GRECIAN 20,12 x 44112 GRECIAN s' s' s 6' 2 4' PANELS 4 8' 2 - 4' PANELS 4 6 6' PANELS 4 6' PANELS 9 9 9 4' 8 8' PANELS 6' 2 8' PANELS 8' 6' 6' 8 A -FRAMES 8 9' PANELS 4' 8 A -FRAMES l6uz x 35112 GRECIAN 6' 6' 6' 4 - 6' PANELS 8' B' 8' 8' 8' 6 6' 2 8, PANELS 6 9 PANELS 9' 9' 9' g' 4 A- FRAMES 6 6' s' 9' 9' "L" SHAPES R' 8' e' e' 8' 4' 4 20x46X 24 LAZY "L" 8' 8' 6' 3 - 41PANELS SPECIAL / - 6'PANEL 8 11 - 8'PAN ELS 4 2 -9 , PANELS I - 150' CORNER (SPECIAL) LSPOCIAT 1 30"CORNER ( SPECIAL ) 14 - A -FRAMES 8'8' T 8' 9' 8' e' 9' s' 9 16x36x24 TRUE "L" SPECIAL 8' 4' 8' 8, 8 8' 8' 8' 8' 8' I - 4' PANEL 8, 9- 8'RANELS 9, 20x44x36 TRUE "L" l 9 PANEL (SPECIAL) 2 - 4' PANELS 16x40x20 LAZY "L" 8' 4- 9 PANELS 9 - 8' PANELS 8' SPECIAL 8' 9- A -FRAMES 8' 2 - 5; PANELS l 8 PANEL (SPECIAL) 4' l2 8 PANELS 8 - 9 PANELS l 150"CORNER (SPECIALI 9 9' 9' 9' 91 14 - A -FRAMES 8' l 30" CORNER (SPECIALI 8' 11 A- FRAMES b' 9' 9' 8' 9' 9' S 8' 8' 8, 5' Occasionally pool packages are prepared using different combinations of panel lengths than those shown above. In such cases, the wall panel location can be found on the packing list. , , , 4 5C - GRECIAN WALL CORNER ATION 0 IL 8' PAA FIGURE 5 - POOL WALL CORNERS 5A - GALV. STEEL WALL CORNER ALUMINIZED STEEL WALL CORNER 5D - LAZY "L" WALL CORNER (INSIDE) L - SHAPE SPECIAL 8' PANEL RIGHT "L" LEFT "L" 5F - "L" SHAPE SPECIAL WALL PANEL AND LOCATION 7A - "A -FRAME" ASSEMBLY 12 30 ° 5E - LAZY "L" WALL CORNER (OUTSIDE) FIGURE 6 - TYPICAL WALL JOINT 3/9-'I6xI HEX BOLT FIGURE 7 - BRACING SYSTEM RE" DETAIL PANEL -I6 HEXNUT ,, rw WASHERS 7C - ANCHOR PAD h FIGURE 8 — LADDER MOUNT ASSEMBLY 8A — "HOLIDAY" 8B — "SNAP -STRIP" 8C — ASSEMBLED FIGURE 10 — COPING CORNERS "HOLIDAY" COPING HOLIDAY COPING CLIP 6" o 1 r HOLIDAY -1 PC 30°ROLLED CORNER 0 HOLIDA Y-90°ROLLED CORNER o-. 0 0 HOLIDAY I PC 135°ROLLED CORNER �. . 0„�/ 0„ HOLIDAY-2PC WELDED 150°REVERSE CORNER ° IEEE TJ \S o HOLIDAY-2PC WELDED 135°REVERSE CORNER 0 o lmcNrJ HOLIDA Y-2PC. WELDED l35°REVERSE CORNER 3,l o ° 6" o HOLIDAY-2PC. WELDED 90°REVERSE CORNER HOLIDA Y-90°ROLLED CORNER FIGURE 9 — CONCRETE DECK BRACE P_� SNAP STRIP-3PC. 90 *CORNER 8" SNAP -STRIP COPING (OPTIONAL) SNAP STRIP COPING CUP 0 0 SNAP STRIP- 2PC. 30° INSIDE CORNER SNAPSTRIP-2PC. 150° REVERSE CORNER Z0 0 6' Y SNAPSTRIP-2PC 135o CORNER 6° 0 (LEFT) - - o 6 (Rl r) SN4PSTRIP 2PC. 1350REVERSE CORNER SNAP STRIP- 2PC. I35°REVERSE CORNER SNAP STRIP 3PC 90o INSIDE CORNER 13 /4 12x24 RECT. to 2 -/0' SECTIONS /p' 4 -ll SECTIONS 0- 1PC.90°ROLLED CORNER 10- COPING CLIPS 16x32 RECT. 2 /4' SECTIONS 4 /5' SECTIONS 4 / PC. 90° ROLLED CORNERS l0 COPING CLIPS /5' /7 16x36 RECT. 2 /6' SECTIONS 4 17' SECTIONS 4 -1PC90°ROLLED CORNERS l0 - COPING CLIPS ll' ll' F2- qr 2 172 GRECIAN TIONS 6'TIONS 6'TIONS135° ROLLED COR. CLIPS44' ll' ll' !2112 12112' 16112x35112 GRECIAN 4 4' SECTIONS 2 6' SECTIONS 4 /2vz SECTIONS 8 - l PC /35° ROLLED CORNERS 18 - COPING CLIPS 1l9 6' ffj 16x36x24 TRUE "L" ! - 61 SECTION II1 14: SECTION 1 -/0 SECTION 2 /7 SECTIONS 14' 4 - 11 SECTIONS /5 COP/NG CLIPS 5- 1 PC. 90° ROLLED CORNERS I - 2 PC. WELDED 90°REVERSE CORNER 14 FIGURE 11A - "HOLIDAY" COPING LAYOUT RECTANGLES /3 /3' l6' 16' 16x34 RECT. 14' 2- 14' SECTIONS /q' 4 /6' SECTIONS 4 / PC.90° ROLLED CORNERS l0 COPING CLIPS 16' 16' 14x28 RECT. l2' 2 /2' SECTIONS /2' 4 /3' SECTIONS 4 /PL^90°ROLLED CORNERS l0 - COPING CLIPS 16x24 RECT. /q' 4-11' SECT/ONS /q' 2-14' SECTIONS 4-1PL:90°R0 20x 40 RECT. 2 18' SECTIONS 18' 4 /9' SECTIONS 4 /PC 90°ROLLED CORNERS l0 COPING CLIPS /9' /9' GRECIANS l5' 15' C !8112 x 40112 GRECIAN4' SECTIONS8' SECTIONS/5' SECTIONS/ PC 135° ROLLED CORNERS COPING CLIPS /5' 15' "L" - SHAPES /4' /7' /4' 2Ox44x36 TRUE "L" 2 /3' SECTIONS 2 I7' SECTIONS 5 /4' SECTIONS 1 18' SECTIONS 17' 5 - l PC. 90° ROLLED CORNERS 1 2 PC. WELDED 90° REVERSE CORNER 16 COPING CLIPS //4' /4' /4' LLED CORNER l0-COP/NG CLIPS 19 19 l6 x 40 RECT 14' 2 - 14' SECTIONS /q' 9 - 1 9' SECTIONS 4 - l PC. 90°ROLLED CORNERS l0 -COPING CLIPS 19' B' l9' lI' 24 x 48 RECT. 11 2 - B' SECTIONS 4 - ll' SECTIONS 4 -19' SECTIONS 4 - IPC. 90°ROLLED CORNERS 14 -COPING CLIPS It /9' 8' /9' /7' 201/2 x 94112 GRECIAN 4 - 4' SECTIONS 2 - l0' SECTIONS 4 - l7' SECTIONS 8 - l PC. 1 35° ROLLED CORNERS lB - COPING CLIPS /7' 13' 14' /77 20x 46x29 LAZY "L7'SECTION2-16'SECTIONS 12' SECTION 2 - l8' SECTIONS - 13� SECTION 1-14'SECTION /4- COPING CLIPS 4 -IPC. 90• ROLLED CORNERS I -IPC. 30• ROLLED CORNER 12 I - 2 PC. WELDED 150• REVERSE CORNER I6 16 /Br 14' 16 x 40 x.20 LAZY "L ° I-7'SECT/ON I- 13� SECTION 2-II�SECTIONS 3-14'SEC710NS 1- 12' SECTION 14 -COPING CLIPS 4 -IPC. 90° ROLLED CORNERS I - 1 PC. 30 *ROLLED CORNER I-2 PC. WELDED 150 -REVERSE CORNER /3' /4' 11112 1/112' 12x24 RECT II' 2 /l' SECTIONS 4-1/v2S£CTIONS 4- 3 PC. 90" CORNERS 10 -COPING CLIPS 11,12 /1112' /6x32 RECT. 2 - 15' SECTIONS 4 /5112SECTIONS 4 3 PC. 90' CORNERS l0 COPING CLIPS 18x36 RECT 4 17 SECTIONS 9 17112 SECTIONS 4 3PC.90°CORNER5 l0 COPING CLIPS 17112 II V2' /1 112' - 0m, 5V2 GRECIANECTIONS7'ECTIONS 7' SECTIONS135' CORNERSG CLIPS5' 11112, 11 V2' 13 13' 5' 5' 16112x3511,? GRECIAN 4 5' SECTIONS 7' 2 7; SECTIONS 7' 4 /3 SECTIONS 8 2 PC, 135° CORNERS l8 COPING CLIPS 5' 5' 13' 13' 11112 11 u 11112' ll' 16x36x24 TRUE "L" IW 2 SECTION l - 1 5 SECTION 2 /l' SECTIONS 2- 17112 SECTIONS /5' 3 /1112' SECTIONS 15- COPING CLIPS 5 3 PC. 90" CORNERS l - 2 PC. 90° REVERSE CORNER FIGURE 11B — 8" SNAP -STRIP (OPTIONAL) COPING LAYOUT RECTANGLES 13112 /31/2 14 x 28 RECT. I3 2 - 13' SECTIONS I3' 4 /3112 SECTIONS 4 3 PC. 90*CORNERS l0 COPING CLIPS 13,12 13112 16112 16x34 RECT 2 15' SECTIONS 4 I6ta SECTIONS 4 3 PC. 90° CORNERS l0 -COPING CLIPS 16112' 20x 40 RECT. 2 - 19' SECTIONS 4 - /91W SECTIONS 4 3 PC. 90" CORNERS l0 COPING CLIPS GRECIANS l/Ire /lire 16x24 RECT. IS' IS' 2-15 SECTIONS 4- 3 PC. 90° CORNERS 10- COPING CLIPS 11112, 11,12 19,12' 19112' 16x 40 RECT 15 2 /5' SECTIONS 15' 4 /9112SECTIONS 4 3 PC. 90' CORNERS l0 COPING CLIPS 1911,-' 19112' 19112' 8' 19112' 24x48 RECT 2 - 8' SECTIONS 4 -11112' SECTIONS 4 19112' SECTIONS 4 3 PC.90" CORNERS 14 COPING CLIPS 17112' 17112' 18112 x 40112 GRECIAN20112 x 44112 GRECIAN 4 5' SECTIONS 4 5' SECTIONS 2 9' SECTIONS 9' ll' 2 /l' SECTIONS ll' 9 15112' SECTIONS 4 17112' SECTIONS 8 2 PC.135 ° CORNERS 8 2 PC. 135' CORNERS 18 - COPING CLIPS 1 18 COPING CLIPS "L" — SHAPES 7' 13 /2' 13. riz' 19' =24LAZY 46 x 24 LAZY "L "CTION 1- 15 riz SECTION'SECTION 1- 17;72 SECTION SECTIONS 2-19' SECTIONS 90' CORNERS 19' 14112 30' INSIDE CORNER. 150' REVERSE CORNER1ING CLIPS /r 13112' l3 2 rig'' I7 r/2' 15 20x44xJ6 RUL" 2 /3' SECTIONS 1 3 - 15' SECTIONS I 13112' SECTION 2 170' SECTIONS I 14112 SECTION 1 /9' SECTION 5 3 PC. 90' CORNERS I 2 PC. 90° REVERSE CORNER 16- COPING CLIPS 17112' 17112' l5' l3' 16x40x2O LAZY "L" I - 7 SECTION II l - 12112 SECTION 3 - 11112' SECTIONS 3- l5 SECTIONS 5- 3 PC. 90" CORNERS 1- 2 PC. 30" 1NS10E CORNER 1- 2 PC. 150° REVERSE CORNER 14 -COPING CLIPS 15 LINER POOL WALL C SANDWICH GASKET 12A — SKIMMER FIGURE 13 — SKIMMER SUPPORT HIGH PRESSURE - PUMP FOR AUTO. PWL CLEANER (OPTIONAL) NOTE: Automatic pool cleaner wall fittings should be in- stalled as close to the center of the long wall as possible to limit the hose length required. 16 FIGURE 12 — WALL FITTINGS 12B — RETURN 'LATE FIGURE 14 — MAIN DRAIN u --- - - - -- - /SOCKET BULB E>0Kv RESIN � POOL GASKETS WALL LINER FIGURE 12C — UNDERWATER LIGHT FIGURE 15 — CONCRETE COLLAR, SAND COVE AND PLASTIC PIPE LOCATION COMPACTED EARTH OR CONCRETE PAD S.S. CLAMPS PIPE TO PUMP COMPACTED SAND a..: �•.: COVE EARTH CONCRETE ;•P�-. FIGURE 16 — TYPICAL PLUMBING LAYOUT -HEATER V,-,AL)6L,ER FILTER _ - �PUMP Ll I W4 VALVES �. 7- 11 - l /fljt i AUTO POOL SKlk lER + CLEANER AWN i ORA/ i RETUR RETURN - FIGURE 17 — POOL BOTTOM DIMENSIONS AND-L'AYOUT K GRECIAN GTI M G T -U \ fL� D -T FIGURE 18 — FORMING POOL BOTTOM Run string across the width of the pool at points "E" and "F", making sure that there is no slack in the string. Now run string down the length of the pool at points "I". Note: There are two points "I". Run string at both points. Drop 4 plumb lines where the strings cross, this forms the outline of the hopperpad. Run String From: Point 1 to point 5 Point 2 to point 6 Point 3 to point 7 Point 4 to point 8 This will give you the outline of the pool bottom. 17 i1 'APPROX.. SIZE A B C 0 E F G H I J K L M GAL. 1602 BGTII 16 32 40" 8 4 6 14 8 4 8 56" 18,810 1604 BGTII 16 34 40" 8 4 6 14 10 4 8 56" 20,000 16x40 BGTII 16 40 40" 8 4 6 14 16 4 8 56" 21,690 1806 BGTII 18 36 40" 8 4 6 14 12 5 8 56" 22,680 20x40 BGTII 20 40 40" 8 4 8 16 12 6 8 56" 28,530 2448 BGTII 24 48 40" 8 4 12 16 16 6 12 56" 39,785 30x60 BGTIII 30 60 40" 9 5 18 17 20 6 18 68" 16x36x24 LTII 16 36 40" 8 4 6 14 12 4 8 56" 8 24 20,404 20x44x36 LTII 20 44 40" 8 4 8 16 16 6 8 56" 16 28 30,523 16x40x20 LLTII 16 40'3" 40" 8 4 6 14 16'3" 4 8 56" 8'81/2" 13 19,500 20x46x24 LLTII 20 46'1" 40" 8 4 8 16 181" 6 8 56" 8'81/2" 14 161/2x321/2 GTII 161/2 321/2 40" 8 4'3" 6 14'3" 8' 4'3" 8 56" 6 8 161/2x351/2 GTII 161/2 351/2 40" 8 4'3" 6 141" 11 4'3" 8 56" 6 8 19,183 181/2x401/2 GTII 181/2 401/2 40" 8 4'3" 8 16'3" 12 41" 10 56" 6 10 23,465 201/2x441/2 GTII 201/2 441/2 40" 8 4'3" 8 16'3" 16 4'3" 12 56" 6 12 30,960 *12x24 BGT-IB 12 24 40" 6 4 4 8 8 4 4 38" *1428 BGT-IB 14 28 40" 6 4 4 8 12 5 4 38" *16x24 BGT-IB 16 24 40" 6 4 4 8 8 4 8 38" *Type I No Diving Equipment K GRECIAN GTI M G T -U \ fL� D -T FIGURE 18 — FORMING POOL BOTTOM Run string across the width of the pool at points "E" and "F", making sure that there is no slack in the string. Now run string down the length of the pool at points "I". Note: There are two points "I". Run string at both points. Drop 4 plumb lines where the strings cross, this forms the outline of the hopperpad. Run String From: Point 1 to point 5 Point 2 to point 6 Point 3 to point 7 Point 4 to point 8 This will give you the outline of the pool bottom. 17 i1 19B —SECTION "A -A" SIDE VIEW i COPING i T. SHOWN 5 FOR SNAF CLARITY. i COi 2 � 3 ----------- DETAIL "A DETAIL "B" STEP ASSY WALL CORNER ASSY 19D — PLAN VIEW OF STEP LVAY PING W PC � W W Z W ~~VO �Z z J 3 j aJ�� O� cz Oc O Q L -Li (n CD Z J O �WQ Q(oQp pc� Sao � ��'��� �o�� �v � W c'oL_QQ W �W QoZv L44• C7 o 10 JW QUANTITY / 2 / / 1/ 1 2 1 2 1 2 1 8 1 / 148 1//0 162 114 I/ I/ i i:3 FIGURE 20 - FRENCH DRAIN COMPACTED EARTH OR CONCRETE PAD S S CLAMPS 49-1/4°DRILLED HOLES EQUALLY SPACED AROUND P1PE7 48'SO )tleDEEP FLAT PLUG CONCRETE DECK TO PUMP FIGURE 21 - WALL PANELS REQUIRED WHEN STEPS ARE USED (EXCEPT GRECIAN) POOL WIDTH STEP WIDTH POOL WALL PANEL LENGTH A B C 12' - 0" 6' 3' - 0" 14'. 0" 6' 4' - 0" 16' - 0" 6' 5' - 0" 18' - 0" 6' 6' - 0" 20' - 0" 6' 7' - 0" 24' - 0" 6' 9' - 0" 12' - 0" 8' 2, - 0" 14' - 0" 8' 3' - 0" 16' - 0" 8' 4' - 0" 18' - 0" 8' 5' - 0" 20' - 0" 8' 6' - 0" 24' - 0" 8' 8' - 0" /-VVL YY/U / n FIGURE 22 - GRECIANS WITH 8' STEPS n r POOL WIDTH 22A - WALL PANELS REQUIRED WHEN STEPS ARE USED 9 5 --- REFER TO CHART ON -- " PAGE 18 FOR REFERENCE NUMBER IDENTIFICATION. 9 COPING FOR,�ETA/L 'C" DETAIL "C° 22C - COPING CORNERS FOR 22B - ATTACHING STEPS TO GRECIAN GRECIAN 19 K111 FIGURE 23 — SAND BAGGING VINYL STEP LINER TAPER Note: Metal steps fabricated from Aluminized Steel are not available. 5 - 16"x8"x8" Blocks -H 2 - 16"x8"x4" Per. C I Inrlieh �.hnA FIGURE 24 — ACRYLIC/FIBERGLAS AND THERMOFORMED STEPS � Concrete Pad 16" wide x 36 long XV thick m1pimum Optional Support Ste. Support Stakes Concrete Poured with i )TION: VER PLACE PRINTED ND BAGS DIRECTLY AINST THE LINER. THE INT MAY TRANSFER TO E LINER. 24A — ACRYLIC/FIBERGLAS AND THERMOFORMED STEP SUPPORT AND ANCHORING SAND BAGS EXPANSION XINT 248 — SAND BAGGING IN FRONT OF ACRYLICIFIBERGLAS AND THERMOFORMED STEPS. 2' x 4' Support Stakes -Compacted Earth Customer's Name Address Home Phone Pool Size RETAIN FOR YOUR RECORDS STAKE OUT SHEET Date _ Business Phone Shape Type Steps Decks Filter Ladders Chlorinator Pump Slide Maintenance Equipment_ Heater Diving Board Handrails Chemicals Permit Date Additional work to be performed (other than normal installation) Electrician Water Source Fill Concrete Salesman Accepted by Excavator's Comments Installer's Comments Travel Direction Cover Patios Date Date Date Date Use reverse side to prepare a scale drawing of the job site. Mark all obstructions such as walls, fences, trees, stumps, streams, septic tanks, leachfields, underground utility lines, etc. Locate exactly the pool, ladders, diving boards, slide, steps access route. Also provide any other useful information. 21 ,✓ I Town of North Andover BUILDING DEPARTMENT Homeowner License Exemption (Please print) DATE JOB LOCATION Number Street Address Section of town ''HOMEOWNER" Name Home Phone Work Phone (PRESENT MAILING ADDRESS City Town State Zip code The current exemption for "homeowners" was extended to include owner occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided ethat the owner acts as supervisor. (State Building Code, Section 109.1.1) 'DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one to six family dwell - ling, attached or detached structures accessory to such use and/or farm !structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Bulding Official, that he/she shall be responsible for all such work performed under the "building permit. (Section 109.1.1) The undersigned."homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and irequirements and that he/she will comply with said procedures and (,requirements. ` HOMEOWNER'SSIGNATURE z "d APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet, or larger, will be required to comply with State Building Code Section 127.0, Construction Control. t Location 40 No. t Date NORTH TOWN OF NORTH ANDOVER 0:�so ,•�ti.O Certificate of Occupancy $ ss�►cMust<� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ "L " Check # -,A ` 17490 01v �C-.- G/ Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: �--� DATE ISSUED: a 6 SIGNATURE: Building Commissioner/I for of Buildings Date SECTION i- SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: /p A1 0 Q VCr Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning Distrid Proposed Use Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public 0 Private ❑ Zone Outside Flood Zone 0 Municipal ❑ On Site Disposal System 0 • SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT r c; 2.1 Owner of Record C, Name (Punt) Address for Service : Signature Telephone 2.2 Owner of Record: r Name Print Address for Service: l Signature Telephone SECTION 3 - CONSTRUCTION SERVICES Licensed Construction Supervisor: Not Applicable ❑ �3.11 I r f d� CK Z Licensed Construction Supervisor: License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ J K41 Compkny Name Registration Number Address ---�q Expiration Date Signature Telephone r,,-. 4 SECTION 4 - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes .......❑ No ....... ❑ SECTION 5 Description of Proposed Work check A applicable) New Construction ❑ 1 Existing Building ❑ 1 Repair(s) ❑ Alterations(s) .. ❑ Addition ❑ Accessory Bldg. ❑ I Demolition ❑. . • I 'Other ❑ Specify Brief Description of Proposed Work: r - I SECTION 6 - F.STIMATFD CONCTRUCTION CnCTC I Item Estimated Cost (Dollar) to be Completed by permit applicant OFFICIAL USE ONLY 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee (a) X (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SEC 17UN 7a OWNEK AU'1HOKIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1> as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name Sipnature of Owner/A ent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIIvMERS 1 2 ND 3 RD SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: I Location: City N A 6 f 0 C)y E 1--- /AAW1 Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: Address City: Phone #: Insurance Co. Policy # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to $1,500.00 and/or one years' imprisonment -as _wefl_as _civil.,penatiesinfheform of-a_STOP WORK ORDER..and_a fine_of.($100.0D)_a -day -against .me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby Signature. Print the pal s and penalties of joenury that the information provided above is true and correct. Date Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensing ❑Check if immediate response is required Contact A. 0 Building Dept p Licensing Board ❑ Selectman's Office E:] Health Department ❑ Other 07, v& om�� ✓v/�0d %ivaPtla Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 136105 Expiration:; 611012006 Type: DBA DIMITRIOS GENERAL CONTRACTING DIMITRIOS KARAGIORG©S. 91 HIGH ST. LAWRENCE, MA 01841' Administratar Dimitrios General Contracting - 91 High Street Lawrence, MA 01841 1(978) 685-7573 (978) 618-8085 MA Contractor Registration ID: 136105 July 15, 2004 Proposal To: Craig Mitchell 95 Candlestick Road North Andover, MA 01810 Home (978) 683-9715 Fax (978)975-0845 For work to be performed: Same We hereby propose to furnish materials and labor for the completion for the following work. Specifications • 21 squares of roof will be stripped. • Roof will be prepared with 3 feet of ice and water shield on eves. • 30 pound felt paper will be applied to remaining roof. • 8" aluminum white dripedge will be installed on eves and rakes. • 35 year Organic Architectural IKO shingles will be installed. Customer will choose color. • Roof ridge vent will be installed. Customer is responsible for protecting any items in the attic from fallen dust and debris as roof is stripped. If chimney's flashing needs to be replaced it will cost an extra $400 that is not included in this contract. This contract is based on a one layer roof. If there are any additional layers, there will be a charge of $40 per square per layer. If roof deck needs to be prepared with plywood it will cost an additional $45 per sheet of plywood. This is not included in the original contract price. • In como bat oom tiles fr Wall wVibe removed. • Ce m t boar ll be ins{a11 d on wall. • New ti will be stilled well as w shower valve. • Existing tiles vkill be re ed.nd new tiles will be installed. • Sink counter wilT e d w countertop will be installed. • All tiles, grout t rtop, an sh a fixtures will be provided by customer. ntractor will dispose of all de Craig Mitchell Roof doc Page 1 of 2 Dimitrios General Contracting 91 High Street Lawrence, MA 01841 1(978) 685-7573 (978) 618-8085 All material is guaranteed to be as specified. All workmanship is guaranteed to be for a period of 5 years from date of completion. All work areas are to be kept clean by contractor. All insurances are to be carried by contractor. Contractor is responsible for obtaining necessary permits. Cost of all materials and labor is $ 9,000. $2, 000 is due upon signed contract. $ 3,000 is due upon starting $2, 000 is due upon finishing roof. Balance is due upon completion of the bathroom. Respectfully Submitted, 2 - �� 1 0tj Dimitrios Karagiorgos P-- e_c l Ue-b Acceptance of Proposal The above prices,' specifications, and conditions are satisfactory and are accepted. Dimitrios General Contracting is authorized to do work as specified. Payment terms are accepted and will be made as outlined above. ��- "1 -'21- 1 7116/�9 Signature Date Custouier Signature �o �t41 1 �,/�u'� Date �B ( l (� Dimitrios General Contracting Craig Mitchell Roofdoc Page 2 of 2 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of in: C L�A� e 11 nnnfinn of Coni oignawre or rermit Applicant o / 0a Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector k A uig O LE -0 v cn o w I.y G p w O o4 U q w a w a p oG G w a w a U aw w p a: cm w" UI p a: C w A a In z cn ai cn W r c 9 C O O V V GL C O C O s. 44Nm ox,,d `ry `� E a Y r0+ C Q u W low : w ii I u �o � E Q0 10 v O O.L •4ca to m v O c O CA s i _ �� c 4 ��y m a mo �Cw� m comc OQ O to TL O 0 0� m u y� Z o :opo o� CL c o- y r N ID lo-_ O t m •w �=W 0 =ogoZ W OZ UJ CL Ojos0 y tiam =I— Z $ Cr A t U O' v v icm C.- W Co CD mm CD 0 CL CD �3 CD Inc e_cv o a a- C a 0 � C cc O C z CD C.2 ca O C C ■— C c y 0 W i W 19W W N PEE 1J NO. ` APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE 1 MAP K40. I LOT NO. 2 RECORD OF OWNERSHIP .'DATE BOOK .'PAGE ZONE SUB DIV. LOT NO. F— — LOCATION F� e PURPOSE OF BUILDING OWNER'S NAME J ! 1 NO. OF STORIES SIZE OWNER'S ADDRESS .. BASEMENT OR SLAB ARCHITECT'S NAME SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME .'7`Q� Q d_p S� SPAN DISTANCE TO NEAREST BUILDING -- DIMENSIONS OF SILLS DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES — SIDES REAR GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATER:AL OF CHIMNEY IS BUILDING ALTERATION ��p`TQ S WILL BUILDING CONFORM TO REQUIREMENTS OF CODE ` IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO.TOWN WATER BOARD OF APPEALS ACTION. IF ANY - IS BUILDING CONNECTED TO TOWN SEWER n IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS SEE BOTH SIDES PAGE 1 FILL OUT SECTIONS 1 - 3 PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILLED AND APPROVED BY BUILDING INSPECTOR DATE FILED /`2 /P� PERMIT GRANTED 19 �_ e 3 PROPERTY INFORMATION LAND COST EST. BLDG. C06T EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY A", I BUILDING INSPECTOR OWNER TEL. # / `1 CONTR. TEL. U �J L ! Z Z Z CONTR. LIC. # L .22 Z H.I.C. # 4 �1 J r� 3 BUILDING RECORD 1 OCCUPANCY 12 THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA - RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. ti 5 SINGLE 'FAMILY STORIES MULTI. FAMILY QFFICES_ APARTMENTS L CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH 3 1 2 13 PINE CONCRETE CONCRETE BL'K. BRICK OR STONE HARDW D PIERS PLASTER _ DRY WALL UNFIN. 3 BASEMENT 11 AREA FULL FIN. B'M'T' AREA _ 1/1 1/2 FIN. ATTIC AREA N_O B M FIRE PLACES _ _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 �_ 3 _ DROP SIDING WOOD SHINGLES ASPHALT SIDING ASBESTOS SIDING VERT. SIDING _ CONCRETE EARTH HARD�Al D COMMCN ASPH. TILE STUCCO ON MASONRY STUCCO ON FRAME _ 11 BRICK ON MASONVY_ BRICK ON FRAME ' CONC. OR CINDER BLK. ATTIC STRS. & FLOOR _ WIRING STONE ON MASONRY STONE ON FRAME SUPERIOR I_I POOR ADEQUATE NONE 10 PLUMBING 5 ROOF GABLEHIP GAMBREL FLAT BATH (3 FIX.) MANSARD TOILET RM. 12 FIX.) SHED 'WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK ' SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ _ TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. & COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING _ 7 NO. OF ROOMS RADIANT H'T'G UNIT HEATERS GAS OIL B'M'T2nd _ 1st 13rd I ELECTRIC NO HEATING An Y 1 r a.xy'6 cRse VZ 'o D H .1 CO2 C) n Z CO) CDCL O 'D _' q O CO) 0 0 o c CD CDCL o cr CD CD O CD C� CDCD CE cp y O CO) CO CD I SO C2 CA O 1 Z CD C CSD O CCD 2 ro 0 s r - E tt c 0 0 2 0 cm O to 0 S m CD co C 0 N O C.N c 0o sv g a -♦ CL ® H a CL �p 'CID m cv =rc ..o �.CD aCL CL 0 T m tj d O i ® N � o. 0 x 01 H n �o m ?►� =r 5 am. o CD 1 J ow 1 CD �1 N CLds Q C 'I J �CCD CL m . CD to C) - CD m ^ co n p CD F3 H CCD, ;w (A CD d dd: � CL C-) m o =' CD � tl ?l 7d w. A .� W G C r•ry b n• Q D.. tj d b � x W M 0 { NJ � °- ���� i-cper.7nent of r'ublic soJr;y, 801CiVD OP`P1RE FiiP_Y�N1iuN: G6LATIONS 927 CMR 1 00 1190 flow Ate..4c) �. 'F t �CAfic�l�i FOR F' a°�tl�i TO PERFORM EL.EGFR1CAL. WOR All .....l. 0. 6v "rf—rn j ►w +u. w.ien46 W.h rlr� dt<:rse,wha�crw. �lcserleal G...las. «�k7 GI'IR 13.00 'N Cnr—&SE PRINT TW INK OR TSE: Ax Y. ' WOIZVATTAVa City or Tow of .. To tho Inspector of Wiras:...... .__._. ... _ The undersigned applies for a Permit to perform-che p le4 trical work deer - - .�-- � seihad ®aiov, Location `(SLrrer. k, Minhar' a ------------ b Ot.,ncr or, Tenant i 196 Owner's Address 12 thio., permit iw con3u1%&.t:i0n with s bULU1ngice ye'es "' �°7'� L...1 No (Chec4c Appt:oprt- a6—OL-7wi)'" Purposc of Building Utility Authorization N0. Fast ding Service Amps / Volrx Overhead 0 Undird [] No. of Meters Nev^�---��-� v M'Ps / volts Overhead 0 Une rd ers Number of recdcre and Rapacity Location and Nature of Proposed ElU trical uokk 30-) No. of Lighting Outlets No. of Lighting Fixtures No. of Receptacle Outlets No. of Switch Outlets. No. of Ranges Ko. of Disposals No. of. Dishtlashers No.-of.Dryers� No. of Water Heathrs KW No. Hydro Massage TuYs No. of Hot Tubs S'Wimibg pool Ab+ grl No. Of Oil BurK" No. of Gas Burners No. of Aim. No. of Total SpaccArea ,Nesting ICN Heating Devices XW Not of No. o Si ns Ballasts No. of Motors Total HP 701 No. of 7eans£ormers T�A1 a'. 4®I nerators KVA No. of Emergency Lighting — Batter Unita FIRE ALARMS No. of Zone= No. of Detection and 1 Initiating Devices No. of Sounding Devices �- Nor of Sel Contained Detection rounding Devices Local u Municipal nn Other Connectiont.J Low Voltago OTt1ER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liabilit Insurance Policy including Completed Operitiona Coverage or it: subsenntial equivalent. YES C] NO 8 1 have submitted valid proof of same to this office. YES 0No If you have checked YES, please indicate the type of coverage by checking the appropriate box• INSURANCE kBOND [] OTHER [3 (Please Specify) Estimated Value of Electrical Work $ xpirac on. ate -'Work to Start_` — Inspection.Dato Requested: Roo h � Final >. Signed under the penalties of perjury: v FIRM NMIE iL%t.siki A — A ..,._ A .,LicenseeMaster ::Address" Signature _y e— o IC. NO. _ IC. NO.,_��_ Bus. Tcl, No —Alt OWNER'S INSURANCE WAIVER I am aware that the Licensee does not have the�inaursnce coverage or cs >9u scantial`equivalent as required by Msssachusetts General a that ,oy signature on this permit -application waives this requirement. Owner Agent (Please check one) Sinnacure of Ow�1rtr or 1�acnt Telephone No. PM11T FEE S 1/0 Date ...... 2865 TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....... ....... C:Z1Q.L .............................................. has permission to perform ...... t ... L',CA.k�� ....... ......... wiring in the building of .......... K.±V..(� Ala ........................................ at ....... ..................... . Northfimidover, Mass. Fee ....... ... Lic. No..1—M ............. 'A' L**1iN­S6 P6'E* C*'T*O'* R** (4 02/13/% 12:41 15.00 PAID WHITE: Applicant CANARY: . Building Dept. PINK: Treasurer GOLD: File O:fice Use. Only The Commonwealth of Massachusetts V = Department of Public SafetycXJ BOARD OF FIRE PREVENTION REGULATIONS S27 CMR 1200 Occupancya Fee a,eekea 3/90 (leave blank) APPLICATION 1oFORmPed ERMIT TO PERFORM ELECTRICAL WORK All woork e M saachusetu Electrical Code, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date / 9_ City or Town of_6J� / To the Inspector of Wires: The undersigned applies for a 8 pp permit to perform the electrical work described below. Location (Street & Number) S ✓�1��"S//o!' Owner or Tenant Owner's Address_ , — 4 �- �� Is this permit in conjunction with a.building permit: Yes ❑ No ❑ (Check Appropriate Box)?-. Purpose of Building Utility Authorization NO. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No, of Meters New Service Amps / Volts Overhead ❑ Undgrd El NO. of Meters. Number of Feeders and Ampacity"' Location and .Nature of Proposed Electrical Work �� AL No, of Lighting Outlets No, of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures Swimming Pool Above In= grnd. ❑ grnd. ❑ Generators KVA No. of Receptacle Outlets 3 No. of Oil Burners No. of Emergency Lighting – _ Batter Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total No. of Detection and tons Initiating Devices No. of Disposals No. of Heat Total Total Pumps Tons KW No. of Sounding Devices No. of Dishwashers Space/Area Heating/j-,,, KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local11Municipal Other Connection❑ _ No. of Water Heaters KW Noy of o, o Low Voltage Signs Ballasts Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: .Y� - INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Li lily Insurance Policy including Completed Operations Coverage or its ubstantial equivalent. YES [+NO [] I have submitted valid proof of same to this office. YES [j} If you havWBONDE] cked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE OTHER ❑ (Please Specify) Estimated Value of Electrical Work $ Expiration ate Work to Start /01- Inspection Date Requested: Rough_Al •-/ Final Signed underAhe penal ies of perjury: FIRM NAiSE Licensee_ �S.�i_a Signature_12 _ _. _ LIC. N0. Address A,Bus. Tel. No.� jrik.F-_GTf-- OFINER'S INSURAN E WAIVER:I am aware that the Licensee does not have the insurance coverage or is su - stantial equivalent as required by Massachusetts General Laws and that my signature on this permit application waives this requirement. Owner Agent (Please check one) (� Signature of Owner or Agent Telephone No. PERMIT FEE i.•. C7 - -- -- f r i.onvnonwea(l� o� /l/ad�ac�auda(J Official Use Only • -t 1Je ar men(o Permit No. -;?C;"p f l ire services BOARD OF FiRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 11.99) (leave blank) APPLICATION FOR PER14JilIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CNIR 12.00 (PLEASE PRINT ININK OR TYI'L•-,,ILL INFORMATION) Date: ' -- /-� -_ City or Town of: /�Iu �}G,'N To the Inspector of Wires: By this application the undersigned Rives notice of his or her intention to perform the electrical, work described below. Location (Street & Number) J C --12 oi( C,,. lk Cr Owner or Tenant To, vv, Telephone No Owner's Address f1j9-/Y f ,,, ...� ,,,,•,,,,,,,� No. of Ceil: Susp. (Paddle) Fails ,uurr nary oe nan'ec! a llre 111S CCfOr 0� {{�irCS. No. of Total. Is this permit in conjunction with a building permit? Yes ❑ NofV No. of Lighting Outlets (Checl: appropriate Box) l'urlla>Se Of 13LlildtFFg Utlilt�' r.utl;onzatlun No. Existing Service maps / Volts Overhead ❑ Undurd e ❑ r.. i\ o. of Meters. New Service Amps / Volts Overhead ❑ `lJndgrd ❑ No. of ilIeters ' Number of Feeders and Ampacity No. of Switches No. of Gas Burners TN -o- of Detection and Location and Nature of Proposed Electrical Work: /^ -C -A n, /-7 A-1 19 con? .le.fion "fr1.er 11. No. of Recessed Fixtures ,,, ...� ,,,,•,,,,,,,� No. of Ceil: Susp. (Paddle) Fails ,uurr nary oe nan'ec! a llre 111S CCfOr 0� {{�irCS. No. of Total. Transformers KVA No. of Lighting Outlets No. of Ilut Tubs Generators KVA No. of Lighting Fixtures Swimming Pool Above ❑ In- ❑ t 0.0 mergency ig ltmg -rnd. rnd. BatteEj Units No -:of Receptacle Outlets No. of Oil Burners FIRE ALARNIS No. of Zones No. of Switches No. of Gas Burners TN -o- of Detection and Initiating Devices No. of Ranges No. of Air Cond. Total. Tons No• of Alerting Devices No. of Waste Disposers Heat Yunip Number Tons _ ._ �— "-- K1V _ -- -' - No. of elf -Contained f Totals: Detection/Alerting Devices No. of Dishwashers Space/Area Heating XWLocal ❑ Municipa 1:1 Other Connection No. of Dryers Heating AppliancesK`y Security Svstenis: No. of Water No. of No. of No. of Devices or Equivalent Heaters KW Sigus Ballasts Data Wiriug: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or E uivalent OTHER: Attach additional detail if desired, or as required btu the Inspeclor of ;Vires. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. I' undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ON E: INSURANCE ('BOND ❑ 0•IHER ❑ (Specify:) Estimated Value of E, ct`.�al Work:' //Cc"/Cc"(When required by municipal policy.) (Expiration Date). Work to Start: �j �/J p`' 12----hispcctions to be requested in accordance with MEC Rule 10, and upon completion. I certify, lander the pains and penalties of perjury, that the iitforntaiion nn this applicatioll is trite and cottlplcte�. , _ FI101 NAME: a � - �. Ot .14 LIC. NO.: 5 c/%% Licensee: %ty acJ C/-j%s• Signature /6 b LIC. NO.: (If applicable, enter "e_Cempt " in the license number 1i11e.)_ 9,Z,2 tif,{/ GAtri� J— IV ,' Tel. No.: ]t. Tel. No.: OWNE S Ii`ISURANCE WAIVER: I ani awafe that the Licensee docs not I i.e the liability insurance coverage normally required by law. By fitly signature below, I hereby waive this requirement. I a n the (check onc) ❑owner 11 owner's agent. Owner/Agent Signature 'I'clepllone No. FPj-,-RJJr1 T FEE: Si