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Miscellaneous - 140 CHRISTIAN WAY 4/30/2018 (3)
�� V �. Commonwealth of Massachusetts City/Town of a � ; 0 2013 System Pumping Record T04�.q a� � I HFALTr� E Form 4 _ DEP has provided this form for use=by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location: Left/Right front of house, Left t rear of houst, Left/right side of house, Left/ Right side of building, Left/Right front of building, Left/Rig rear of building, Under deck Address J w© Cityrrown[• Stat Zip Code 2. System Owner. Name Address(if different from location) CitylTown ' Statmoo.-Ii Code ,;�p Telephone Number f: B. Pumping Record q � c3 1. Date of Pumping Date 2. Quantity Pumped: Gallons 3. Type of system: ❑ Cesspool(s) eptic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes al6o If yes, was it cleaned? ❑ Yes ❑ No, " 5. Condition of system: 6. System Pumped By: Neil Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Lo re contents were disposed: GLLS-Q Lowell Waste Water aD- 3 SignAtufe Haule Date t5fom4.doc•06/03 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts City/'Town of System Pumping Record 2 2006 Form 4 JUN 1 Ny ti�: .r ;u.TI; `OVER DEP has provided this form for use by local Boards of Health. f�g; ystem Pur» ii rd must be submitted to the local Board of Health or other approving au -'-� A. Facility Information Important: When filling out 1. System Location- forms on the `h computer,use ` tel•"% only the tab key Address �� C* to move your �'//1C_l �'\ cursor-do not PVI"1 �1 , use the.return Cityfrown State Zip Code key. 2. System Owner: Name Address(if different from location) CityfTown Stat, Zip Code Telephone Number B. Pumping .Record 1. Date of Pumping -oa 2 (e, �� Pate Quantity Pumped: Gallons 3. Type of system: ❑ Cesspool(s) E3-86p-tic Tank. ❑ Tight Tank ❑ Other(describe): If 4. Effluent Tee Filter present? ❑ Yes o es, was it cleaned? Y ❑ Yes ❑ No 5. Condition of : System C � A D- 6. System Pu ped By vehicle License Number Company -- 7. Location where contents were disposed: Si na re f Hauler Date http://www.mass.gov/dep/water/approvals/t5forms.htm#inspect t5form4.doc•06/03 System pumping Record•Page 1 of 1 BUILDING PLANNING accordance with Section R311.8 or a stairway in accordance within any flight of stairs shall not exceed the smallest by with Section R311.7. more than 3/B inch(9.5 mm).Consistently shaped wind- ers at the walkline shall be allowed within the same flight R311.5 Construction. of stairs as rectangular treads and do not have to be R311.5.1 Attachment.Exterior landings,decks,balconies, within 3/8 inch(9.5 nun)of the rectangular tread depth. stairs and similar facilities shall be positively anchored to Winder treads shall have a minimum tread depth of 10 the primary structure to resist both vertical and lateral forces inches(254 mm)measured between the vertical planes of or shall be designed to be self-supporting.Attachment shall the foremost projection of adjacent treads at the intersec- not be accomplished by use of toenails or nails subject to tions with the walkline.Winder treads shall have a mini- withdrawal. mum tread depth of 6 inches(152 nun)at any point within R311.6 Hallways.The minimum width of a hallway shall be the clear width of the stair.Within any flight of stairs,the not less than 3 feet(914 mm). largest winder tread depth at the walkline shall not exceed R311.7 Stairways. the smallest winder tread by more than 3/8 inch(9.5 mm). R311.7.4.3 Profile.The radius of curvature at the nosing R311.7.1 Width.Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted shall be no greater than 9/16 inch(14 mm).A nosing not handrail height and below the required headroom height. less than /4 inch(19 mm)but not more than 11/4 inches (32 mm)shall be provided on stairways with solid risers. Handrails shall not project more than 4.5 inches(114 mm) The greatest nosing projection shall not exceed the on either side of the stairway and the minimum clear width of the stairway at and below the handrail height,including smallest nosing projection by more than 3/8 inch (9.5 nim) between two stories, including the nosing at the treads and landings,shall not be less than 311/2 inches(787 mm)where a handrail is installed on one side and 27 inches level of floors and landings.Beveling of nosings shall not .� 'exceed '/2 inch (12.7 mm). Risers shall be vertical or (698 mm)where handrails are provided on both sides. sloped under the tread above from the underside of the Exception: The width of spiral stairways shall be in nosing above at an angle not more than 30 degrees(0.51 accordance with Section R311.7.9.1. rad) from the vertical. Open risers are permitted, pro- R311.7.2 Headroom.The minimum headroom in all parts vided that the opening between treads does not permit of the stairway shall not be less than 6 feet 8 inches(2032 1� the passage of a 4-inch diameter(102 mm)sphere. mm)measured vertically from the sloped line adjoining the Exceptions: tread nosing or from the floor surface of the landing or plat- 1. A nosing is not required where the tread depth form on that portion of the stairway. is a minimum of 11 inches(279 mm). Exception:Where the nosings of treads at the side of a 2. The opening between adjacent treads is not lim- flight extend under the edge of a floor opening through ited on stairs with a total rise of 30 inches(762 which the stair passes,the floor opening shall be allowed mm)or less. to project horizontally into the required headroom a maximum of 43/4 inches(121 mm). R311.7.4.4 Exterior wood/plastic composite stair treads.Wood/plastic composite stair treads shall comply R311.7.3 Walkline. The walkline across winder treads with the provisions of Section R317.4. shall be concentric to the curved direction of travel through the turn and located 12 inches(305 mm)from the side where R311.7.5 Landings for stairways.There shall be a floor or the winders are narrower.The 12-inch(305 mm)dimension C� landing at the top and bottom of each stairway. shall be measured from the widest point of the clear stair Exception:A floor or landing is not required at the top of width at the walking surface of the winder. If winders are an interior flight of stairs,including stairs in an enclosed adjacent within the flight,the point of the widest clear stair garage,provided a door does not swing over the stairs.A width of the adjacent winders shall be used. flight of stairs shall not have a vertical rise larger than 12 R311.7.4 Stair treads and risers. Stair treads and risers feet (3658 mm) between floor levels or landings. The shall meet the requirements of this section.For the purposes width of each landing shall not be less than the width of the of this section all dimensions and dimensioned surfaces stairway served. Every landing shall have a minimum 4`shall be exclusive of carpets,rugs or runners. dimension of 36 inches(914 mm)measured in the direc- tion of travel. r IR311.7.4.1 Riser height.The maximum riser height shall R311.7.6 Stairway walking surface.The walking surface of b 4 inches(196 mm).The riser shall be measured verti- cally between leading edges of the adjacent treads. The treads and landings of stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal (2-percent greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch(9.5 mm). slope). Tread depth. The minimum tread depth R311.7.7 Handrails.Handrails shall be provided on at least R311.7.4.2 u 2 .__L one side of each continuous run of treads or flight with fou shall bei (254 mm). The tread depth shall be measured horizontally between the vertical planes of the or more risers. foremost projection of adjacent treads and at a right R311.7.7.1 Height. Handrail height, measured verti- angle to the tread's leading edge.The greatest tread depth cally from the sloped plane adjoining the tread nosing,or 60 2009 INTERNATIONAL RESIDENTIAL CODE® Deems, Maura From: Debbie Privert <dprivert@yahoo.com> Sent: Wednesday,June 04, 2014 9:52 AM To: Deems, Maura Subject: Handrail Code? Are handrails required on enclosed stairs? r I r� tet' r' Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to: hftp://www.sec.state.ma.us/pre/preidx.htm- Please consider the environment before printing this email. 1 North Andover Board of Assessors Public Access Page 1 of 1 � r Nort-h Andover Board of Aszerso +Property Record Card Click Seal To Regan Parcel ID :210/104.D-0190-0000.0 FY:201.4 Community: North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlarge Search for Parcels Search for Sales , Summary Residence Detached Structure Condo 140 s MUM wAY EXT Commercial Location: 140 CHRISTIAN WAY EXT Owner Name: PRIVERT,ALEX L Owner Address: 1.40 CHRISTIAN WAY City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood:7-7 Land Area: 1.05 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 2584 sgft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 598,100 629,300 Building Value: 374,000 393,700 Land Value: 224,100 235,600 Market Land Value: 224,100 Chapter Land Value: LATEST SALE Sale Price: 705,000 Sale Date: 07/06/2006 Arms Length Sale Code:B-NO-INTRACORP Grantor: TAN,KONG FU Cert Doc: Book: 10278 Page: 0091 http://csc-ma.us/PROPAPP/display.do?linkId=2439246&town=NandoverPubAcc 6/4/2014 TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: SYSTEM OWNER &ADDRESS SYSTEM LOCATION (example: left front of house) 0 s � D C� O-e, DATE OF PUMPING:�` �rQUANTITY PUMPED ` GALLONS CESSPOOL: NO YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) SYSTEM PUMPED BY: COMMENTS: 'J CONTENTS TRANSFERRED TO: Town of North Andover Health Department Date: Location: /10 (Indicate Address, if Residential,or Nam)of Business Check#• 2l Type of Permit or License: (Circle) ➢ Animal $ ➢ Dumpster $ ➢ Food Service-Type. $ ➢ Funeral Directors $ ➢ Massage Establishment $ ➢ Massage Practice $ ➢ Offal(Septic)Hauler $ ➢ Recreational Camp $ ➢ SEPTIC PERMITS: ❑ Septic-Soil Testing $ ❑ Septic-Design Approval $ ❑ Septic Disposal Works Construction(DWC)$ ❑ Septic Disposal Works Installers(DWI) $ ➢ Sun tanning $ ➢ Swimming Pool $ ➢ Tobacco $ ➢ TrasIVSolid Waste Hauler $ ➢ Well Construction $ ➢ OTHER:(Indicate) Health Agent Initials White-Applicant Yellow-Health Pink-Treasurer fZ.G,,u,�l ✓ COMMONWEALTH OF MASSACHUSETTS Z EXECUTIVE OFFICE OF ENVIRONMENT AF�9!EF- � ' d DEPARTMENT OF ENVIRONMENTAL P OT O 2006 F ti TOWN OF NORTH ANDOVER ' S'y HEALTH DEPARTMENT TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 140 Christian Way_ North Andover_ Owner's Name:jCong Fu Tan_ Owner's Address:_140 Christian Way _North Andover,MA 01845_ Date of Inspection:_5/31/2006 Name of Inspector: Neil J.Bateson_ Company Name: Bateson Enterprises Inc._ Mailing Address:_111 Argilla Road_ _Andover,Ma.01810_ Telephone Number:_(978)475-4786_ 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 Fails • �ate: 5/31/2006 Inspectors Signature: _ _ 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:_140 Christian Way_ _North Andover_ Owner•_Tan Date of Inspection: 5/31/2006_ 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 I 1 ' OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_140 Christian Way_ _North Andover— Owner:_Tan_ Date of Inspection: 5/31/2006 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 I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:_140 Christian Way_ _North Andover— Owner:_Tan Date of Inspection:_5/31/2006_ 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''/z 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.l No (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,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 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 I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 140 Christian Way_ North Andover_ Owner:_Tan Date of Inspection:_5131/2006 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:_140 Christian Way- –North Andover– Owner:_Tan Date of Inspection: 5/31/2006_ FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):_4_ Number of bedrooms(actual):_4_ DESIGN flow based on 310 CMR 15.203_440_ Number of current residents:_4 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 COMMERCIALIINDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203):_gpd 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 2005,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:_ 7 years old,11/10/1999, 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:_140 Christian Way_ _North Andover_ Owner:_Tan Date of Inspection: 5/31/2006_ BUILDING SEWER_X_ (locate on site plan) Depth below grade:_36" Materials of construction: _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.) 4"PVC thru wall to tank.3"PVC in house,no leaks visible._ SEPTIC TANKS: X Depth below grade:_18"_ 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 5'x 4' Sludge depth 2"_ Distance from top of sludge to bottom of outlet tee or baffle: 24"_ Scum thickness:_4" Distance from top of scum to top of outlet tee or baffle: 811 8 _ Distance from bottom of scum to bottom of outlet tee or baffle: 16" 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. Inlet tee ok. Outlet tee oL Depth of liquid at outlet invert.No evidence of leakage_ 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:_140 Christian Way_ _North Andover– Owner:_Tan Date of Inspection:_5/31/2006 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 BOX. X Depth below grade 24"_ Depth of liquid level above outlet invert:_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-Box level&distribution equal. Evidence of carryover,pumped d-box to clean.No evidence of leakage_ 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 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_140 Christian Way_ _North Andover_ Owner:_Tan Date of Inspection: 5/31/2006 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: _ leaching chambers,number:_ leaching galleries,number: _X leaching trenches,number,length: 2 trenches 43'long_ leaching field,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. _ CESSPOOLS: 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 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_140 Christian Way_ _North Andover— Owner:_Tan_ Date of Inspection:_5/31/2006_ 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. Driveway Water Meter House ZA Deck FT SeptiTank A to Tank=4617" A to D-Boz=61' B to Tank=31'7" B to D-Boz=60' D-Boz Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_140 Christian Way_ _North Andover— Owner:_Tan_ Date of Inspection:_5/31/2006_ 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:_1/29/1999_ 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_ Summary Record Card generated on 6/1/2006 2:28:23 PM by Lisa Warren Page 1 • Town of North Andover Tax Map # 210-104.D-0190-0000.0 140 CHRISTIAN WAY EXT TAN. KONG FU ONG, HWAY-STEW 140 CHRISTIAN WAY NORTH ANDOVER, MA 01845 _ Class 101 Single Family Property Type 1 Residential Size Total 1.05 Acres FY 2006 UB Mailing Index Name/Address Type Loan Number Active/Inact. From Until TAN. KONG FU Payor ONG, HWAY-STEW 140 CHRISTIAN WAY NORTH ANDOVER, MA 01845 UB Account Maint. Account No Cycle Occupant Name Active/Inactive Bldg Id. 17868.0- 140 CHRISTIAN WAY EXT Last Billing Date 4/10/2006 3170533 03 Cycle 03 Active UB Services Maint. Service Code Rate Charge Multiplier/Users MISCFEE ADMIN FEE 1 1 9.18 1/ WTR WATER 01 ALL METER SIZE 126.10 /1 UB Meter Maintenance Serial No Status Location Brand Type Size YTD Cons 48029730 a Active ENC FR L NEPTUNE NEPTUNE w Water 1 1 0 Date Reading Code Consumption Posted Date Variance 3/8/2006 1583 a Actual 31 4/17/2006 7% Trouble Code:03 12/22/2005 1552 a Actual 35 1/17/2006 -76% Trouble Code:03 9/21/2005 1517 aActual 133 10/14/2005 261% Trouble Code:03 6/28/2005 1384 a Actual 39 7/15/2005 24% 3/30/2005 1345 a Actual 37 4/5/2005 1% 12/14/2004 1308 a Actual 27 1/14/2005 -59% Trouble Code:03 9/27/2004 1281 a Actual 81 10/8/2004 64% 6/23/2004 1200 a Actual 35 7/30/2004 45% Trouble Code:03 4/16/2004 1165 a Actual 43 5/17/2004 0% Trouble Code:03 12/17/2003 1122 n New Meter 0 12/17/2003 0% Tel: (978) 475-4786 Fax: (978) 475-5451 BATESON ENTERPRISES, INC. Excavating-Water.& Sewer Lines-Septic Systems&Pumping Service 111 Argilla Road Andover, Mass. 01810 Title 5 Inspection Report Property Address: 140 Christian Way, North Andover Owner: Tan Date of Inspection: 5/31/2006 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. c Neil J. Bateson Bateson Enterprises,Inc. Location F No. p TOWN OF NORTH ANDOVER Certificate of Occupancy $ n " + ; ; Building/Frame Permit Fee $ 3 0 Foundation Permit Fee $ I� sACNUst Other Permit Fee Fort! o°`! $ Sewer Connection Fee $ �~ 8(g Water Connection Fee $ y0 �- TOTAL Buffing lnspec r C r.ii• ? r • tom 1:1�.� P Div. Public#Vorks r PERMIT NO. APPLICATION FOR PERMIT TO BUILD*** ***NORTH ANDOVER, MA MAP NO. 104D LOT NO. #6 2. RECORD OF OWNERSHIP DATE BOOK tgAGE ` f ZONE: R2 SUB DIV.LOT NO. #6 02-24-99 107321,7088 476,527 LOCATION: CHRISTIAN WAY EXTENSION 1A10 PURPOSE OF BUILDING:SINGLE FAMILY RESIDENTIAL OWNER'S NAME: MANGANO DEVELOPMENT COfiP NO.OF STORIES: TWO SIZE: 28X56 INCLUDES 16X28 FRM OWNER'S ADDRESS: 36 HILLMAN ST UNIT#12 BASEMENT OR SLAB: BASEMENT ARCHITECT'S NAME: COLONIAL DRAFTING SERVICE SIZE OF FLOOR TIMBERS: 1ST 299X10" 2ND 2"X10" 3RD BUILDER'S NAME: JAMES MANGANO SPAN: 16"O.C. DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS: 21'X 6"P.T. DISTANCE FROM STREET: 9DIMENSIONS OF POSTS: 3%91 LALLY COLUMN DISTANCE FROM LOT LINES-SIDES: 311,40' REAR: 195' DIMENSIONS OF GIRDERS: 2"X 12"TRIPLE AREA OF LOT: CBA 48,864 SQ FT FRONTAGE: 132.20' HEIGHT OF FOUNDATION: 8' THICKNESS: 10" IS BUILDING NEW: YES SIZE OF FOOTING: 2'X 10" IS BUILDING ADDITION MATERIAL OF CHIMNEY: ZERO CLEARANCE WOOD IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND: SOLID WILL BUILDING CONFORM TO REQUIREMENTS OF CODE: YES IS BUILDING CONNECTED TO TOWN WATER: YES BOARD OF APPEALS ACTION,IF ANY IS BUILDING CONNECTED TO TOWN SEWER: NO IS BUILDING CONNECTED TO NATURAL GAS LINE NO INSTUCTIONS 3.PROPERTY INFORMATION LAND COST: - EST.BLDG.COST: 8mmw- a O D 9 P . PAGE 1 FILL OUT SECTIONS 1-3 EST.BLDG.COST PER SQ.FT. SM" 4. -,— EST.BLDG.COST PER ROOM ;f c2 8�} ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING SEPTIC PERMIT NO. Ir 64 do ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS 4. APPROVED BY: Now PLANS MV4T RE FILED AND APPROVED BY RIMMING iNSPFf-rOB BUILDING INSPECTOR DATE FILED OWNERS TEL# 9 r 9'-5/_ 3 CONTR.TEL# " _ 7S8 -QOs I 16 L) CONTR.LIC# SIGNATURE OF OWNER OR AUTHORIZED AGENT FEE $ 1 ,37 S,— H.I.C.# PERMIT GRANTED 19 Revised 5/5/99 JM r -'vsf i _•os �,,ry, cv�1 �1?1-S t - cog( - ' g �, r041° Cy4�S r pl w..2l � tv 14 4c 1 9.,© mss/ Ib ' ✓fie 1°anvrreo�uuea/�t a���aaaacfivaeG ! i BOARD OF BUILDING REGULATIONS . I License: CONSTRUCTION SUPERVISOR Number: CS 062575 .� Birthdate: 01/03/1956 Expires:01/03/2000 Tr.no: 4877 Restricted To: 00 n i ROBERT V MAIDA j r 108 PRINGLE ST ( .... j TEWKSBURY, MA 01876 Administrator - 7r r FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve K the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT ► , Af Q yt C1 P1 PHONE LOCATION: Assessor's Map Number PARCEL SUBDIVISION Z(rcOk Fc6"01 t tel'/,I P---J LOTS) 6 STREET 1_O�C(vl Wu�,./ til-ryeu10vV ST. NUMBER 1410 USE ONLY*** ************** ************** RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED 20 �( DATE REJECTED COMMENTS NU �JU ��lS iti�Irl ( o(� n r TO CANNER DATE APPROVED I DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONSw DRIVEWAY PERMIT FIRE DEPARTMENT ��)a� oil��s2v►e�(�'2��T� San r�r!}w�TS�ibT �+�6�t'.�"— �Q'' i RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm R Growth Management Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The building applicant shall provide all of the necessary information as requested below. Name of Applicant on Building Permit(below) Address of Property for Permit(below) t.+b�'t'` 1 �����.I l�V ��7�'IJ n: Map and Parcel : Purpose o ,Application (check below) P N mbeLof Applicant: Single Family Two Family I the undersigned applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth Management Bylaw. I also understand providing this form does not absolve me or any party to this permit from the requirements of obtaining other permits required prior to the issuance of the Building Permit. Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building Department and is only officially accepted when the Building Permit ig issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This is an application for a building permit for the enlargement,restoration,or reconstruction of a dwelling in existence as of the effective date of this by-law,provided that no additional residential unit is created. t ,, ft wThe lot(s)were/was creCatted prior to May 6, 1996 are exempt from the provisions of this Section 8.7 of the Zoning This application is for dwelling units for low and/or moderate income families or individuals,where all of the conditions of 8.7.6.care met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. For purposes of this Section"senior"shall mean persons over the age of 55. This application is a part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density,(buildable lots),below the density,(buildable lots),permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the Planning Board that will ensure its protection. This application represents a tract of land existing and not held by a Developer in common ownership with an adjacent parcel an the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit an the parcel. This application represents a lot which is ready for building permits,(i.e.all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EXEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attached building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or inaccurate information, or the checking off of an above item which does not comply,whether done to my knowled a or at, is grounds for refusal by the Building Department to issue a Building Permit. i �I / / ,/ C", Signature of Owner or uthorized Agent who signed the Attached Building Permit Date This form must be attached to the Building Permit upon application for such permit. _.. _......... Brz&40rrn Dt c(sccY) Cia k �1� �v r�U-_:? 1� 19g;, The applicant must meet with the Town Planner in order to ensure 7( /g PP that the plans confonn.to l the Board's decision. A full set of final plans reflecting the changes outlined above, submitted to the Town Planner for review endorsement by the Planning Board,withinninety:: ` kAR (90) days of filing the decision with the Town Clerk. - j) The Subdivision Decision for this project must appear on the myiars. k) All documents shall be prepared at the expense of the applicant, as required by the Planning - =` a Board Rules and Regulations Governing the Subdivision of Land. 3) Prior to ANY WORK on the site, w a) Orange fence or yellow caution tape must be placed at the edge of the tree canopy of the limit - of clearing line as shown on theplans. The Planning Staff must be contacted prior to any cutting and or clearing on site. As many trees as possible must be preserved on the site outside of the limit of clearing Line. b) All erosion control measures as shown on the plan and outlined in the erosion control plan must be in place and reviewed by the Town Planner. 4) Prior to any lots being released from the statutory covenants: a) Three(3) complete copies of the endorsed and recorded subdivision plans and one (1) certified copy of the following documents: recorded subdivision approval,recorded Covenant(FORM I), ressrdQk_ewth �1naaPmPnt TlA„r�t�r�mr>nt Sic hP.�„iP and recorded FORM M must be submitted to the Town Planner as proof of recording. Grou3t”Y-nor)o(Q m0� �►�c..�nd��e�- b) All site erosion control measures required to protect off site properties from the effects of ork on the lot proposed to be released must be in place. The Town Planning Staff shall determine —v4k "a whether the applicant has satisfied the requirements of this provision prior to each lot release and shall report to the Planning Board prior to a vote to release said lot. c) The applicant must submit a lot release FORM J to the Planning Board for signature. d) A Performance Security in an amount to be determined by the Planning Board,upon the recommendation of the Department of Public Works, shall be posted to ensure completion of the work in accordance with the Plans approved as part of this conditional.approval. The bond must be in the form of a check made out to the Town of North Andover. This check will then be placed in an interest bearing escrow account held by the Town. Items covered by the Bond - may include,but shall not be limited to: i) as-built drawings ii) sewers and utilities yxR: 3 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name ,� g,r a Please Print Name: Location: city Phone # F7 I am a homeowner performing all work myself. aI 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 Policv# Company name J(`� YNC�S V� ��`' Cl Pi C1 ki U Address 3(.v Hitl- mon --Z(-, .,- � .y City � /�S U �`t, Phone#*. �� '��5 Insurance Co h rngr Policy# 3Qy ��'' D) 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 well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)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 certify under the pains and penalties of pe ' th�ormation provided above is true and correct. Signature Date Print nanno-�� Phone# Official use only do not write in this area to be completed by city or town ficial' City or Town Permit/Licensin Building Dept ❑Check if immediate response is required E] Licensing Board F Selectman's Office Contact persona Phone#: I] Health Department Other 13'--i F 00 o 1,D o 0 00 �-, On o �0 CENTER ❑F ° 00 � GARAGE � Q Q Q driveway prof ire o o 3 a3 cz Ww w z > Q Q wwa_ Mangano Development Corp, Subclivsion; Brook Farm Estates Street: Christian Way Extension Lot* 6 St, Number: 140 s i Drawn Byi R. Maida ORTH Town o Andover O No. z Ar o, dover, Mass., coC MICHEWICK �'1 ADRATED P .(5 SSACHUSE FOR EXCAVATION AND FOUNDATION � goy D THIS CERTIFIES THAT ....�..ek4%..... f4 ........C4410 S ........ f 10 has ermission to excavate and R p pour foundation at ......... .......... .. . ...................................... 'p FA • o? S A I I V#VD9 R . . . ............ forthe purpose of..... . ..... .. ..........................'... ................................................................................................... The person accepting this �rmit must return to the office of the Buildin inspector a certified lot Ian show P 9 P 9 P P P of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. � � A ... .. . ....... .. . . ..... .. ............. BUIL.DLNG INSPECI'OR NORTH OF D 0VM of 3 i' .,... OL Over No. Aldl i h9' °�A c o':�rt dower, Mass., D4ATED F'P���� S GG 74 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System .N� ., A� mid �Or ��� Eow%vA r&4aj, *% BUILDING INSPECTOR THIS CERTIFIES THAT............................. ......... .. ... ............................... . y Foundation has permission to erect............ ....................... builI ngs on ..� ...� ..�. �,(. �Is04.��A!...W. Y Rough p ` fa *� ke, r Chimney to be occupied as..... .. . provided that the person acce�ing this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough M 10*4 0 PERMIT EXPIRES IN 6 MONTHS Final P UNLESS CONSTRUC N ST T ELECTRICAL INSPECTOR Rough fZIl"cit J a s7@7 .. ......................................................... ............................................. Service 0000 BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE x Smoke Det. • . - . . . / • Now Livine Room ASIP 'is Faml Room Dining Room I I ...■.........la■...■...tal......a....1...1...1.s1....a.a1..a....1.■..a......l...l manna.uo.n■nun..uu.nuo/u■...uo.uuano.unouou.t.wouu.nua.lu.uuaBreakfast ...uotlo.tu.olua.lu.tu..an..n.m...luonutuo.uom...u...u.niuuto\numn na.■l aat l..■u ol.ol..0 aa.laana.n.an■.o ao..an un..naa..aan.atu.o.a.0 au...aoouut.o..u■.la.00.Itn.u..to.l..aut.u.al.■a/ualoaouu.au.nl Coln.■■■.n/uu■■.nn.uu.muuo..l/uuuauo.unt.m..u.a.ut..u.nua.uouu/nu .auoouu.mvnu.■uaoatlu.mu.na\I■u.a..\uutm.a..a/m.alturnu.uou.a.us u.ol.an.a.0 ��aa.uao.■na.naan.too.o.o.a../...nan..o va.naouam a.oauuuv u.au.au\auul..au..l..a....lat....au.al..v n...1...Itu.l i.un.nu.ur anon.uot■uuuo.■u..uuamumu\utautttou oSer utauu.mu /onu. mmmll i_EZ nonu..u.oar n.\nu/Int .1.......I. /_�.■al.I.a...a1...1...1.■a1.. aIa somlu..uuuusna..nuuu.uo.nn..na■.tl nlu.u.■. u.In..u/.auatmourouu.na.n..nt/.nu.. - uuuaan. Lav --== uaana.n. _ ■■, : naatua.la.naao..• ��o.t..at.u...a..n G ■„ ua.na.nl —• to.■auul auuu■au.au.alr � ■al.uuou.au.al - •.Iualo.I -�_�• 1..i■\..1■\. !all/■..It■..I.t..l..t! ��.1/...1/t.N/...luta uau.\un - ■■� um.a.n.tnumr omoloomtltl.n ■■5,- uunoun iuiiniiilia�.i�u...la.n1 naanaa.l...l.�; ��n..n.an...0 �u..uon 1...........u..un...u.u..ul.au...t.al ,,, autaloo.oli .a1au....Itua1 = ,�` .la..l ipsosoi s Garage uuu.uu.■lu�■uuuo.■uu■!■u.w unn.ut\■ iauu.no..u■r ��una.n\a.Ina omuwu lonnouuau..nu.l/u.u.ananl u.nanm = ■„ = u.luouu... atu.an.. n - ../lua.uu .1..■Iaa■Iaa.1...'.......1...1...!...1...1. .laa\..a.la.' \a.laat. .1 = ■n low a.t1. la....l.■a...a1.I '.�..a..ta..■...1'.....aia.al 'a...ala.a./ \.I.. .I .1...1...1 , Bedrooms o■unln..ltt as :�•nuu.uuu.uuo.no. i.n/...n.r �— •�/u. au. - uuu.no. uouuun.mu .a.u.nn..l unuannono.naa/..tu.atl\r ou/a.n.aan..in.\Inom.nnt ■laol.atuo• .ulaan..u.ou.nsoua..ouan.. nnam.m.o.aao..oa..0 Ia.t.auu.o—\iuuu..na..u..ouuuou.a.oa�► ��` �\� �a1�ui.o����u�����!��1 uuo.uo.u• Juno..ur--------------------------- -��` '•�— -- -- Baths I..I..naa. – .� lid lauuuom .ta..■..a.I – ■■■ ■■■ = — ■■■ ■■� — _C ■i■ �_ ■■■ uauoa.o..l - - .mtonu.n = moommummusi using tla.■laa.l.a : ■■■ : I..laatl.at = ,■■ C ■■■ ■■■ ■■■ '111]■ O ■■ _ I.a\I.\./1./..11 ■■■ - .1....1....1.1 ■■■ ■■■ ■„ ,■1 — /,■ .1...1...1.. 1..1...1... LaundrS 1./It...l\\./I. - - 11....1....1.. _ — — — Basement ■1...laa■I.a.1..■..a.la.■Iaa■1..\ i� Iau■.u.al.t.uuuuo.o.ou■1 �� �� �� II = ■■■ = ■■■ — – ■■■ – ■■■ – — – 7JOIN -— – ■■■ _ Total foot-print dimensions ■■■ go— _ _ ■■■ _ ■■■ = _ = - l 1 C I - _ These plans were drawn in accordance to the Massachusetts State Building Code Ver. # Purchaser approves of final design as drawn. 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I.uu. ��uon.x.uxn■.. �� __ E111111111 asolowening INS uu■u► �■�.u■.n■.n■.u■► _—__ 1■aa■a.■ - —� ,,, ,,, ■nu.■nn �� �� rt . Not ' Notes: P- Safety Glazing r 3603 , 20 , 4 , 2 3 I. All notes and details contained within these drawings are to be used i% 5,611 5011 45'6' r ------------- 21'Ou 11911 roIQ11 1 1 - ► ' --1 -------------� . ---- ---------------------------------------------------------I------------------------------------------------- ----------------- r i W - ----------------------------------------------------------------------------- ' ---1------ ----------------- ---- ------ 1 � . . r----------- 2811 X 1311 2'8u x 1'311 1 ' 1 1 ii `o F r requirements Foundation ; 1 i I isee "General Notes' 4" Concrete Slab 10 Concrete Wal! / S'O" Pour ; p "Fire Separation" 6 x 6--6/6 welded wire fabric 3,000 psi concrete placed at mid-depth of the slab. 10" dp.x 20" w.cortin. ft'g. ; I 2,500 p.61 concrete Dampproof exterior surface _ , Garage ' '� ' I i O 1 I t= 2210" Basement X; f� l -a ' 1 11 1 11 1 11 1 11 1 11 1 501 ► 2 I 1 x 8'O" 8'011 60 48 40 60 60 66 60 1 1 _ ' 21211 3,10" 1 r. t O �1 1 _ _ ��_i�- - -rte -rte i i r--�---t r--�---1 r--�---1 r---�---1 r--•�---t � '�' � ► I 0 L----- ---' ' '_ i � i. ��L_ - -y- --�- -7t - 3 -ter 1 a0 - I 3 1/2" Dia.Laity Columns r P T T f W/3'6" sq. x 1'6" dp. footing L-- --� -------• ------- -------(I req'd) -4' Concrete Slab I�� -'i - 2x12 Center Beam ty .) ' 1 ►'► _ 1 L 1 _U ► t 1 0 Slope for drainage BEA1'1 POCKET E I O 3,500 pal concrete 2 - 3 1/2' Dia. Lally Columns ' ! 6" W x 6" DP x 9" N ; '►' ' i I i 6 x 6- c W 6 6/6 welded wire fabriith 2'6" x 4' ' x 1 O dp.footing Shim beam with steel O sn I " placed at mid-depth of the slab. shims or hard brick - ' t I= 1 _ ' 1 I 4"(mfr)Step down into Garageall 3 1/2' D[a. Lally Columns U P (1 Req d) x With 2'6" sq, x 10" cip. footing 34" high (min.) ' 20 minute fire door(min.) n re 'd) q Guardrail .�• -------------------------------------------- --- ----------- ---------- 1 ' - ------------------- , 1 1 1 O161011 ; ----------------------, ►,, ' ---- -----------------------1 r-----------------------1 r---------_____- t -----1 r-------------•1 , r------------------------------------ 1 1 1 1 1 - 1 13'6" 3160 610 a 316" 1316" S. . 1. All dimensions to be field verified and changes made accordingly. 40'0" 2. Foundation drainage shall be provided around all concrete or masonry foundations enclosing habitable or usable spaces located below grade. at-V�Q ; Foundation fOlars 13604 ,5'. 1 and table 3604 .5 . 1 I �/ 3. Foundation walls enclosing habitable or storage space shall be dampproofed from the top of the footing to finished grade. 13604 .6 . 1 I t 16'2314' 20'51/2' S 6 13'9314 u 50 314 4� e'4/4'1 " ' ° 16'6�14u 3,0 11 2'6" 1'0314° 6'9' 56 58ILI O 2'10' X 3'S 2'10 x 3'51.x Vent s n 6'O' SLIDING " 5'8" X 5'51'/2" fst �e� O �a� stud 5rea < itc o Ob ' O i `r 214�� s Actual cabinet layout I o may vary v �" ' 1 2 -2'2u 2'ou 3'6u 2'6u F1 am 11 4V14 � 6114" 4'6• 3'4114" (31 `r -- ---------- �. -- 3'p 3'p O -41 m 34" high (min.) _ — — — 6, 30" - 3 " high O `3 Guardrail yp — — O OF — �n „ 2 to x E7'51/2' 210 x >;5vz x I�1 I�'i ' ' O r s = = IV n = g " " " 4 0 . 53 o n 2'10° X 5,5y2�� 2'10'. X 5,6V2' 2'1O.' x 5'5V2" 2'10" x 5'51/2" 2'0' 31011 2'0' C. 4'(o' �'p,1 4'6u 4011 66.. 3'p'. l.� I L --,f 31011 3,0, l.� 3'0' 6'6' 4'O" C1. ` 316.' 6'0 11 3'6" 13'6' 56'0" ,Floorr 1. Window R. O, bizes are for Merrimack Valley Northeaster window units. L-110 . First F lay 8a• T�, � Living---- 2. All dimensions to be field verTled and changes made accordingly. 11'O° 11011 8611 131611 41811 2'4' 51011 31611 slam 619u Vent 4 - - - - - - - 0 210' x 3'5/2' ; 2'1011 x 33 51811 x r7'5V2 11 11 I 11 �L 5edroom 04 O I Walk-in a s- Fan � C lost � � _ 3 - 1 11 810 510' 6 �, ---------- o Cl , ' 11 1 11 41214 411 21811 11011 _ 21411 to x 34" high (min.) C IOSetC IOS�t n 5 O cJ Guardrail 124, p �• 26 O T 1 I 1 1 1 Ln 214' Izi 1 1 1 I 1 - I pl 1 1 1 __-- � cp Close1t 2'4 _--_--_--U_-_-p- CQ _ � 3011 -J 3 81, high handrail (typ.) m 2'10° X 5'51/2 7.0 _o M fBedroom 01 3'lOy2" E'O" 31611 ;Y fBedroom #3 � 51611 61011 ,;1611 211011x5'5,,211 2,1011x515/211 1droom 2 1 12,101, 2'10' X5'51/2' 4- 4'0' 6'6" 310" 6'6" 616' 3'O" 6'6" 410' - 1811 515yz11 N 131611 1011 131611 1011 40'0" 56'011 -2�8 = Second Floor Plan 1. Window R. 0.sizes are for Merrimack Valley Northeaster window units. 11411 = 11O' 1��3 �� s�. T�. L1v Ing 2. All dhnenslons to be flsld verified and changes made accordingly. 40'0' 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �r o p Nx w -- _- 4 n 0 ------ 4 2'10" x >5'5v2" 2'10" x r cv 4'9' 5,O 3,9„ 3.9.. � 041S11 13'6" 13'0' 13'6" Notes: S-218 = Attic Floor Plan 1. Window R. O.sizes are For Merrimack Valley Northeabter window units. 1/4" ■ 1'O' 2. All dimenslons to be Field verified and changes made accordingly. 11152.E sq, ft, — Att1C SPRUCE - PINE - FiR No. 2 Ed, Mass, 51da , COAP Modulus of Elastictty "E' - 1,400,000 ftftd Fb= 2 x 4 - 1 ,510 2 x 10 - 1 , 105 Deaidn Dead Load 2 x 6 - 1 ,3 10 Z x 12 - I x`'05 Center Girder 4 Column spacing 2 x 8 - 1 , 2 1 O I TABLE 3605 . 2 . 3 , id I Design Dead Load = 10 lbs, per square foot TRUSS, MAXIMUM ALLOWABLE SPANS FOR w 'RUO I Tables 3605 . Z . 3 . la,3605 .2 . 3 . b 4 3605 .2 . 3 . lc 1 _ , J0I6T5/RAFTER5 rRus soP9F`. Joist Under Bearing Partition 13605 . 2 . 3 . 21 Joist 1 3O PSE`` 3O Joists under parallel load bearing partitions shall doubled or a size 2 x 6 2 x 8 2 x 10 2 x 12 40 PsF 401106F 40 PSF beam of adequate size to support the load, Floor 1211 or. 10 - I V2 113 -41/2 n-1 la20 -41/2 One Story Two Story Three Story Bearing 13605 . 2 . 4 1 F i1"st 16" Or. 9 - 11/Z 12 - 1112 15 -11/2 M-51/2 COLUMN SPACINGS UNDER GIRDERS The ends of all ,joists,beams or girders shall have 1 i/2" (min) of I Table 3405-6 I bearing on wood or metal and 3" (min) on masonry. 12" O.G. it- 1 >R 14 -9 1/2 IS -10 v2 22-4 1/2 Girder size Sc�c011d 16„ O.G. io - 1 1/2 13 -41/2 16 -a V2 i9 - 9 1/2 3 - 2x 12 W - 24 W - 26 W - ZS W - 32 Bridging t 3605 . 2 . 5 . 13 t IG 12 o�c. lz -9 IR 16 -101/7 21 - 1 lf1 — one story 10,-3" 3,-10" 91-6" 5'-11" Joists having a depth-to-thickness ratio exceeding 6.1 based on nominal At �� �� � �� � �� dimensions shall be supported laterall b solid blocking,,d' onal Tuo seory �-8 ��-4 �-1 6 -8 dih �p y y g diagonal No Future rms 16' Or. 11 -1 1/2 15-4 V2 19-1 V2 — X10 6�-4' 61-1115'-11' 5,-6, bridging (wood or metal), or a continuous one-inch-by-three-inch strip " O.C. 16 - 11/2 21 -31/2 z1-31/2 --- set perpendicularly across the bottom of Joists and appropriately 12 Attic Column sizes - 4" x 4' or 3 1/2" diameter steel nailed. Bridging shall be installed at intervals not exceeding eight feet. Gapes 3/12 I6" O.C. 14 -1 V2 IS -41/2 24 -91/21 — Footing Size=2'4" x 2'4' x l'-3"d Drilling and 1z" O.C. 12- I 15 -3 18 -0 21 - 0 Notches 1: 3(005 . 2 . 6 13 ROOT Notches in the top or bottom of Joists shall not exceed one-sixth of over attic 16" O.C. 10 -5 13.3 i6 - 2 10 -15 the depth of the Joist,shall not be longer than one-third the depth of R 0 0 f 12' O C. 11 - 0 13"11 11"9 20 - 6 the member and shall not be located in the middle third of the span. Minimum Uniformly DistrIbuted Notch depth at the ends of the member shall not exceed one-fourth Cathedral 16" O.C. 9 -6 -12-1 15.4 1 R-9 the Joist depth. Notes: Live Loads (lbs, I sq, ft,} I Table 3603 . 1 . 3 7 Holes 13605 , 2 . 13 1. All structural materials shall be void of any defects that may LIVE Holes drilled,bored or cut into Joists shall not be closer than two inches diminish their capaclty to function in an adequate manner. u S E LOAD (par) (51 mm) to the top or bottom of the Joists, or to any other hole located Structural Eneineerin or any other professional services that In the Joist. Where the Joist 16 notched, the hole shall not be closer than may be required shall be provided by others. Balconies and decks (00 two inches to the notch,The diameter of the hole shall not exceed Maximum allowable spans for header Garages (passenger cars only) 500 ) one-third the depth of the Joist supporting wood frame walls Attics (roof slope 3/12or less,no storage) 10 I TABLE 3606 . 2 , 6 I Attics (limited storage) 20 Size 5u ort Headers in Livings Areas (except sleeping rooms) 40 of R g 1 Story 2 Storie Walls not Sleeping Rooms 30 Roof Above Above supporting Header only pp g Stairs 40(2) floors or roof 2-2x4 41 Guardrails and Nandralls 200 (eingle concentrated load at any point along top> 2-2x6 6� 41 2-2x8 81 61 10 Note: 2-Zx10 10' S' 6' v' (2) Stair treads shall be designed for a single concentrated load or 300 lbs. over an area of Four square inches. 2-2x12 12, 10' 8 16' 1. Nominal four-inch thick single headers may be substituted for double members. 2, Spans are based on No. 2 Grade Lumber with 10' trbutary floor and roof loads. 4" Slab Stepdown Standard Soffit Sill _ 2x Bottom Plate 6th Ed . Mass, Blda , Code 2x Band Joist 1 �r Roof Rafter Insulation - Maintain i" min. clear. 2x Floor Joist 1 - 2x6 P.T. O 10 0 a " 1 - 2x6 K.D. Bill Fascra Board .a w/Sill Sealer ¢11 Ceiling Jois Soffit min. with venting Anchor Boit or _ Mudslll Anchor Straps 11111 111 If ITIL Concrete Foundation Step Footing Standard Soffit Center Beam 2x Bottom Plate _ _ _ _ _ Chimneq clearmces t 3610 . 2 . 5 I 4'-0" 4'-0' 1 I U Roof Rafter 2x l=ire Blocking Chimneys shall extend at least 2' higher than any portion of the Maintain 1" min. clear. bullding within 10' but shall not be Tess than 3' above the 1 insulation point where the chlmney passes through the roof. PLwrfcane clip 2x Floor Joist i H �—Center Beam Gambrel Cantilever 4 Soffit Fascia Board Lally Column Cap Plate Soffit fasten to Center Seam � Roof Rafter with venting �- - Lally Column ___ Mudsill ,anchor Exterior lnt°erm, Fir, Ridge Beam Ce1ing Joist g an spacing l, if-oil Continuous Baffled Ridge Vent _ 3-6 2 x 4 Bottom Plate 2x Bottom Plate_ Ridge Beam (max.) (max, 2x Band Joist 2 r a a a s a a a Floor Sheathing t , x S W16" O,C. Floor Sheathing x 2x Band Joist ,V=�4 a �~ 2x Floor Joist Roof Rafters Fascia Board -2x Floor Joint d G 1 Simpson Mudslll ° _- ' 2 - 2 x 4 Top Plate Anchors 'MA6" 2 - 2x Top Plate _ _ _ _ _ _ see note 'Sill Anchorage" C 3604 . 10 I -------------------------------------- Anchor Bolt Cantilever Ridge Board raised Soffit Roof Rafter Spacing Flan Ridge � :0423 Simpson pigs(�lp?angle Floor Sheathing g (max) (m'-01 Solid 8lockin Ridge Board 2 x 16 Plate Blocking 2x Bottom Plate w/6 - 16d nails o 1 x S Collar Ties 3/4' Plywood each JoisUrafter -� • - 2x Floor Joist 2x Band Joist aQ 4'O" O'C. X 2x Band Joist ' Insulation Roof Rafters , Fascia Board Anchors bolts or ` 2 - 2x Top Plate Cantilever ---- I _ -- Ceiling Joist App'd >=quivalent -- Overhang _ _ _ _ _ _ - Soffit See note "5111 Anchorage" C 3604 , 10 I with venting 11 1■I NJ ��� t11 -HOU _i-------- IN _ L___Simon ____� • • it / ! • • • 11 / ! C281202Continuous Baffled Ridge Vent - 101 10110 / 14-14 2 x 12 Ridge Board I x 8 Collar Ties 0 4'0" O.C. located in the upper third of the 12height of the roof, measured from -- the sill plate to the ridge. 12 Roofer Composite Roofing No. 15 Building Paper 1/2" Plywood a 3/4" T Cs Plywood 2 x 10 Q16" O.C. Attic 6, Beam Ce il InaFascia Board s 2 x to 0,I6" O.G. Soffit R30 insulation with venting Vapor Barrler j 1/2' Wallboard. - in Pouse Floor 10 — Q 3/4 T 4 G Plywood 1/4" = 1'0" 2X 10aQ16' O.G. Second Cedar clapboard siding Fire Blocking AiBarrier Cc) 1/2" Plywood oR19�nsula ion p o j Vapor barrier �• 1/2' Wallboard LO Floor m 3/4' T 4 G Plywood o 2X10616" O.C. Sill _ First RIS Insulation 1 - 2 x 6 P.T., 1 - 2 x 6 K.D. Continuous Sill Gasket Fire Blocking 1/2" O.D. Anchor Bolts 6 6b" O.C. -A OX. Y Foundation Finish _ 3 - 2 x 12 Center Beam 7-70" Concrete Wall / 8'0" Pour Grade 3,000 psi concrete 3 1/2' pis. Ls(ly Columna `s g 10" cip, x 20" W. contin. ft'g. Dampproof exterior surface r 14'0" 14�0�� Perimeter drain (typ.) 4" perforated PVC pipe Crushed stone Basement 4" Concrete Slab Filter membrane cover r r 13604 . 5 Foundation Drainage I I Table 3605 .5 . 11 W241205 Continuous Baffled Ridge vent 2 x 12 Ridge Board "v r Attic - - - 12Ce.Celli 2 x a a) 16' 12 R30 Insulation vapor Barrier 1/2' Wallboard. . o ccComR o p Roofing Ln 6, Floor No. 15 Building Paper 3/4' T 4 G Plywood 1/2' PI wood Second 2x10 u0W' OL. 2x134leO.C. _ _ M M Fascia Board R30 insulation R30 Insulation soffit with venting _ Viny[ siding co Air Barrier m 1/2' Plywood O 'n Floor 2 x 6 6 16 O.C. 3/4" T 4 G Plywood R19 Insulation 2 x 10 .9 16" oz. Vapor barrier First Ri9lnsulation 1/2 Wallboard FEE Lf"O Sill 2X Fire Biockin 1 - 2 x 6 P.T., 1 - 2 x 6 K.D. Continuous Sill Gasket Ap rox_ _ 3 - 2 x 12 Center Beam 1/2' O.D. Anchor Bolts aQ 6'O" O.C. _ Finish Garaos Finish Grade For requirements 3 1/2" Dia. Lally Columns Foundation �� see "General Notes" 10 Concrete Wall / 8'0Pour 'Fire Separation" 3,000 psi concrete 13603 . 5 .2 I - 10" dp.x 20" w. contin. Ft'g. r Dampproof exterior surface 4" Concrete Slab Perimeter drain (typ.) Basement 4" perforated PVC pipe Crushed stone Filter membrane cover E 3604 . 5 Foundation Drainage I I Table 3605 . 5 . 13 1/4" ■ 1'0" ColonialStair Drafting Services FramIng 5action Detair Stairway U11dth: 110 M a in St,, Un it #20 4 ft4dE 3603 13.11 Width:Stalnuaya shall not be less thant 36' In clear Wil . Tewksbury, MA 01816 (oth Edition MassQ, G3 (d Code ��g- Treads and misers (918) 851-1330 C 3603.13.2 I Treads and risen-The maximum riser height shall be a 1/4" and the mhimun tread depth shall be q" Tolerance between adjacent risers:346" Total riser dimension tolerance:3/8" Nosing Profile: C 3603 .13.2.1 I NosinG profile:A noeN shall not extend more than 11/2" beyond the Face of the riser below. zx Header 2x Floor Motet _ 2 -2x Header E q" m-i n 1 mum Headroom: x C 3603 .13.3 7 Headroom:The minimum headroom in all parte of the +� 11 1 it rand I 12 T 69" =9'O" i &taiway&hall not be less than 6'-6". •� a ' 2 x 12 Strtrgere irest0 p p ins Ln I N ZZ: ; ; Z x 4 Fire Blockhg L 3606 .2 .11 FrastoppN shall be provided to cut off all concealed o� spaces between star strhgere at the top and bottom of the run. parallel arallel with str ars Guardrail Details: Ca j1 I'G X " 2 x 4 Studs(beyond) L 3603 .14 .2.13 Guardrail details'Porches,balconies,decks or % "—` n raked Floor&urfaces located more than 30" above the Floor or grads below shall have guardrails not less than 36" In height.Open aides 2x Header 2x Floor foist 2 -2x Header of stats with a total rise of more than 30" above the floor or grade below shall have guardrail,which &hall also verve as Handrails, cri o not less than 34" inheight measured vertically from the noehg I2 x 4 Studs of the treads. meyond) GuardrailOpening Limitations: 'n L 3603 .14 .2.2 4 Exc.I= Required Guardrails on open side of staiways, 2 x 12 5trNers balconies,porches,decks and rated floor areae,shall have Intermediate rails ! t,. b with ineulat n balusters or ornamental closures which prevent the passage of an object Ct3 4t�, 2 x 4 Fft BlocklnG • OC %�` Placed parallel S or more h diameter. x r ,:.� with etrNer6 cxeeptbrr-Triangular spaces formed by the riser,tread and bottom rail of 2x Header a guard at the open side of a sta"may be of etze to prevent z `. s!s!{. • --2x Floor joistthe passage of a sphere 6" in diameter. Center Bean Handrails= °oo Z 3603 , 14 , I . 1 I Handrails having 3O" min,and 38" max, heights n I respectively, measured vertically om the nosing of the treads, shall be provided on at least one side of stat ways of 3 or more risers. X I ' 2 x 12 Stringers ro Ca ( 1_ally column Q�eyond) 1. Handrails shall be permitted to be interrupted by a newel Post at a turn. �•, ' , I 2. The use of a volute, turnout or starting easing shall be allowed IMilman tread =9 r over the lowest tread. VIC Handrail Grip Size: Stairway circular handrail cross section= 11/4' min. and 2" max. Other shapes,perimeter: 4' min. and 6 1/4" max. Gross-sectional dimension of 2 5/8" max. 13603 . 14 . 1 . 2 3 1'O"12'012' x 12' D e c k -- optional --- ------------- ------------- - Stair location,number of risers and treads may vary due to site conditions. 10 Dia. Concrete Pier O 2 x 10 (P.T.) 6 Joist Hanger (typ.) MAXIMUM ALLOWABLE SPANS FOR JOISTS iN DECKS AND BALCONIES 2 x 10 (P.Ta !_edger r TABLE 3605 . 2 , 3 . Ic 4 3605 . 2 . 3 . ld 1 O.C. Southern Pine No. 2 Non - dense Lag bolts '@ 16" Modulus of l=lasticity "E" = 1,400,000 Fb: 2 x 6 - 1,325 2 x 10 - 1,095 Deck Fra 2x8 - 1,265 2x12 - 1,035 11011 Joist 2x6 2 x 8 2x10 2x12 size Jo 1st 12" oz. 8 -11 11 -10 14 - S 11 -5 spacing 16" OL' s -2 10 -9 1 12-8 1 14 - Il 1. Deck design loads= 60 lbe per - Live Load, 10 lbs per Dead Load. 2. Final deck location to be determined by builder and site conditions. 3. Deck finish materials to be determined by builder. 5' Clear (Maxx Rail (Decking,Posts, Railings,Balusters ) 4. Bottom of footing to be 4'0" (min) below finish grade. Post 5, See Stair Framing Section Detail drawing for additional information Flashing regarding- 5talnuay Width,Treads and Risers, Guardrail Details, Lag bolts Q 16" O.C. 3 - 2 x 10 (PT.) Guardrail Opening Limitations, Handrails 4 Handrall Grip Size. 6 x 6 (P.T.) Post Decking Grade Post Anchors ----+-2x Deck framing (P T) . � a A ` A \ a ' Joist Hanger A C010n1a1 DraFting Services Concrete Foundation 110 Main St., Unit #204 y Tewksbury, MA 0187( Deck / --pouse C off' ne 1/4" = I'O' (9 18) 851--1330 1/2 1 211011 AFUE rating with Multiple Systems - 4di MAScheck Software Users Guide 12 , , -- Q"ad- ra x J ara Chapter 11, 3rd h Notes and details apply as necessary to the house design. p p g p equipment, ` . . . When installing more than one piece ofe q ip , national Fenestration Radia Council Minimum Duct insulation Z Table J� , � , 1 , 1 � you must use the efFtciency of the equipment with .+ the lowest rating. ( NFRC Label ) I Ji , 5 , 3 Inside building envelope or in unconditioned spaces, , 3 , 2 Windows,Doors and Skylights shall have (NERC) labeling. TD is less than or equal to 15 Not required Air leakage` C J Use default values from tables Ji . 5 .3a, # b when U value Window and Door Assemblies is not available. TD is less than or equal to 40 and greater than B R = 3 . 3 Manufactured doors and windows, maximum allowable infiltration Vapor Retarder I J4 , 2 , 13 TD is greater than 40 R = 50 see note 1 rates in per table J4 . 3 . 2 i� Required on winter warm lids of exterior walls, floors and Tp is defined as the temperature difference at design conditions Frame Type Windows Doors unvented ceilings. between the space within which the duct is located and the (cfm per ft of (r-fm per ft2 of door area) design air temperature in the duct. operable sash Access openings: E J4 . 2 , S crack} Note - 1= insulation resistance for runouts to terminal devices less than Openings through insulated envelope such as hatches, 10 feet in length is not required to exceed an R-value of 3 . 3 Wood 0 . 34 0 . 35 O . 5 scuttles,pull-down stairs,etc. shall be insulated to the Aluminum 0 . 31 0 . 31 0 ' 5 same level as surrounding area. Minimum Pipe insulation C Table J4 . 4 . S 3 PVC 0 , 31 0 . 31 0 . 5 System capacity= C J4 , 4 , 2 , 1 , 1 4 Exc. 13 Rated output capacity of the system at dssign conditions System up to 2" diameter shall not be greater than 125% of the calculated design load. !_ow pressure/temperature system 1� Table J1 . , 3a if the rated output capacity of available equ'-ment options 201 - 250 degress 1 v2 thick Q 125% of the design load, then e�.;urment with the !_ow pressure systems= �� U-value Default Table for Windows,Glazed Doors and Skylights smallest output capacity above 125go of the load shall be used. 120 - ZOD degrees U2 thick Double glazed Single 4 Single glazed Glazed with storm Air Leakage C J4 , 3 , 3 3 Metal-Clad WoodJoints, seams or penetrations in the bulldiraG 45`bevel 45°bevel Operable 0 .98 O . 60 envelope that are sources of air leakage shall be Protective membrane Fixed 1 . 05 0 . F78 sealed. . ., examples Door 0 . 99 O .51 - F,,, d � s °a ° ° '• a ' Skylight 1 . 50 O ' aa Jointsbetween framing 4 window/door frames, `z 1 Wood / V inyi Wall assemblies or they sills # plates, Operable 0 • 94 0 • 56 Walls roof/cetling, Fixed 1 . 04 0 .5l _ Rigid insulation a� A + B = 48' (min.) Door O .98 O . $6 Separate wall assemblies, � ¢ �� (see MAScheck Skylight 1 , 41 0 • 85 Walls 4 floor assemblies, y v.: print out for min. � � � LRIgld insulation R value req d) (see MAScheck print out Glass Block Assemblies 0 . 60 Penetrations of utility services, � s� °� � for minimum R value required) a 4 - Table J1 . S . 3b Penetrations thru wall cavity top E bottom plates, U-value Default Table for Non-glazed Doone Sealing around tubs and showers, j, , o Steel Doors (1-3/4" thick) With Foam Core Without Foam Core Attic and crawl space access panels, A - • a '� Recessed lights, 0 .35 0 . 60 Plumbing, electrical and HVAC penetrations, option - 1 Option - 2 Without Storm Door With Storm Door and all other openings in the bldg envelope. Wood Doors (1-3/4" thick) These are openings located In the building Slab On Grade Panel with 1/16 inch panels 0 . 54 O . 36 envelope between conditioned space and Hollow core flush 0 . 46 0 . 32 unconditioned space or between the conditioned Exterior Perimeter insulation Detalls Panel with 1-1/8 inch panels 0 . 39 O . 28 space and the outside. ULi = 110" Solld core flush 0 . 30 O . 26 TITLE: Classic House Plan: S-278 / 12385 I I MAScheck COMPLIANCE REPORT I I MAScheck INSPECTION CHECKLIST Massachusetts Energy Code I Permit # I Massachusetts Energy Code MAScheck Software version 2 .01 Release 3 I I MAScheck software version 2.01 .Release 3 DATE: 8-11-1999 checked by/Date i Bldg, l TITLE: Classic House Plan: S-278 / 12385 Dept. l Use I CITY: North Andover i STATE: Massachusetts I CEILINGS: HDD: 6322 [ ] I 1. R-30 CONSTRUCTION TYPE: 1 or 2 Family, Detached I Comments/Location HEATING SYSTEM TYPE: Other (Non-Electric Resistance) I DATE: 8-11-1999 I WALLS: PROJECT INFORMATION: [ ] I 1. Wood Frame, 16" O.C. , R-19 28 x 40 Colonial I Comments/Location Brook Farm Estates I North Andover, MA I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.39 COMPANY INFORMATION: I For windows without labeled U-values , describe features : Mangano Construction I # Panes Frame Type Ther al Break? [ ] Yes [ ] No 36 Hillman St - unit 12I Comments/Location ry15R�1MA�K Tewksbury, MA 01876 [ ] I 2 . U-value: 0.56 (978) 851-7311 I For windows without labeled U-values , describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No NOTES: I Comments/Location Ff2gW-r- V-e:,cR 10e4-1G4-r_5 (VE�5AaL7)_ Merrimack valley "Northester" window units [ ] ( 3. U-value: 0.39 For windows without labeled u-values, describe features : # Panes Frame Type Thermal Break? [ ] Yes [ ] No COMPLIANCE: Passes I comments/Location M66RItAt4 . IaOR7'*5195TE(L -0�gY 1--vaj-6 • [ ] I 4. U-value: 0.56 Maximum UA = 551 ( For windows without labeled U-values, describe features: Your Home = 514 ( # Panes Frame Type Thermal freak? ] Yes [ ] No Area or Cavity Cont. Glazing/Door I Comments/Location 6/1211-4G Perimeter R-Value R-Value U-Value UA I ------------------------------------------------------------------------------- I DOORS: CEILINGS 1537 30.0 0.0 54 [ ] I 1. U-value: 0.35 WALLS: Wood Frame, 16" O.C. 2972 19.0 0.0 178 I Comments/Location GLAZING: Windows or Doors 348 0.390 136 [ ] I 2 . U-value: 0.54 GLAZING: Windows or Doors 13 0.560 7 I comments/Location- GLAZING: Windows or Doors 48 0.390 19 I GLAZING: Windows or Doors 40 0.560 22 I FLOORS: DOORS 20 0.350 7 [ ] I 1. over unconditioned space, R-19 DOORS 33 0.540 18 I Comments/Location FLOORS: Over Unconditioned space 1522 19.0 0.0 72 [ ] I 2 . over outside Air, R-19 FLOORS: Over outside Air 15 19.0 0.0 1 I Comments/Location HVAC EQUIPMENT: Furnace, 80.0 AFUE I --------------------------------------------------- ---------------------------- HVAC EQUIPMENT: COMPLIANCE STATEMENT: The proposed building design described here is [ ] I 1. Furnace, 80.0 AFUE or higher consistent with the building plans , specifications, and other calculations I Make and Model Number submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy code. I AIR LEAKAGE: [ ] I Joints , penetrations , and all other such openings in the building The heating load for this building9, and the cooling load if appropriate, I envelope that are sources of air leakage must be sealed. when has been determined using the applicable standard Design Conditions found I installed in the building envelope, recessed lighting fixtures in the Code. The HVAC equipment selected to heat or cool the building I shall meet one of the following requirements: shall be no greater than 125% of the design load as specified in I 1. Type Ic rated, manufactured with no penetrations between the Sections 780CMR 1310 and J4.4 I inside of the recessed fixture and ceiling cavity and sealed or �) 8- `(_`p�� I Basketed to prevent air leakage into the unconditioned space. Builder/Designercc Date 7 I 2 . Type IC rated, in accordance with Standard ASTM E 283, with no more than 2 .0 cfm (0.944 L/s) air movement from the the 1 { r _ conditioned space to the ceiling cavity. The lighting fixture I 170-180 0.5 I 1.0 1.5 ' shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I 140-160 0.5 2.0 I 0.5 1.0 1.5 difference and shall be labeled. i 100-130 0.5 I 0.5 0.5 1.0 VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed ----NOTES To FIELD (Building Department Use only)----- ceilings , walls , and floors . ---------------- I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values , glazing U-values , and heating equipment efficiency must be clearly marked on the building plans or specifications . I I DUCT INSULATION: [ ] i Ducts shall be insulated per Table ]4.4.7.1. DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and .74.4. I SWIMMING POOLS: [ ] ( All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: [ ] I HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2 .5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2 .0 Low temperature 120-200 0.5 1.0 1.0 1.5 steam condensate any 1.0 1.0 1.5 2 .0 COOLING SYSTEMS: chilled water or 40-55 0. 5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 I CIRCULATING HOT WATER SYSTEMS: [ ] i Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1. 5-2 .0" 2 .0+" k Project Number & Title:le: S- 28 28 X44) ]Project Number & Title: S-'2-I8 28 �1'� C ' �-a'� ' A� Calculations for Square Footage of Walls Calculations for Square Footage(s) of Ceiling(s) Flat CgIlIng yaulted or Cathedral Ceillna A A vr!� let Floorng2nd Floor Plan ° L2N , �D i3 s --------- N3 -- Cs F D C G ' E 2nd Floor width(w) Perimeter I (P1) = A + g + G + Perimeter 2 (P2) = A + g + G + D N2 Length (LI + L2 + L3) X W = Area Plan View p + E + F + G + H i LXW = Area NI I Work Area PI X HI = Ist floor wall area (Al) P2 X H2 = 2nd floor perimeter area (A2) I Ist Floor P3 X H3 = 2nd floor wall area (A3) _ _ 7 �3 ` Al + A2 + A3 = Total wall area $= Ion' Work Area +�ST �4 0 + �o 4 .4-} l& * ,_ -� �� �- '�� 'F - I 1 ''L - 70 ©, dam 7 �. �� ecoKO o x l&= 1 (aD -FLOo j� x-13, 2� "� f Y � _ 8� 112 ,62 40 Cts. 2 -70.,2 2�71 � g7 Colonial Colonial Drafting Drafting Services Services 110 Main St.,Unit$204 Il0 Main St.,Unit M204 Tewksbury,MA 01816 Tewkebury,MA 01816 (918)851-1330 (918)851-1330 Project Number & Title: 5 -2`78 28 X40 �`��11``4L Project Number & Title: s -2`l$ 2g �0 LO'JJ6-L" Calculations for Floors Calculations for windows & Doors Table of areae for Double Nung windows table of areae For Casement windows APPROXIMATE WIDTH APPROXIMATE WIDTH Floor Plan 1'10" 2'2" 2'6" 2'8' 2'10" 3'0" 3'2" 3'4" 3'6" 1'5" 1'8" 2'0" 2'4" 2'10" 3'0" 3'5" 4'0' 4'9" 60 3'S"W67 8.54 9.11 9.78 10.25 10.92 1 1.38 11 .96 �2'0' 2.8334 4.0 4.665.66 6.0 6.83 8.0 9.5 12.0 �3'9' 9.38 10.0 10.61 1 1.25 11 .88 12.49 13.13 �2'4" 3.26 3.89 4.66 5.43 6.59 6.99 7.96 9.32 11 .07 13.98 4'1" 10.21 10.89 11 .67 12.25 12.93 13.60 14.29 X3'0" 4.25 5.01 6.0 6.99 8.49 9.0 10.25 12.0 14.25 18.0 4'5" 11 .04 1 i .78 12.62 13.25 14.10 14.71 15.58 3 3'5" 4.84 5.71 6.83 7.96 9.67 10.25 11 .68 13.67 16.23 20.5 A A 4'9' 8.80 10.29 11.88 12.67 13.57 14.2515.16 15.82 16.75 m 4'0" 5.67 6.68 8.0 9.32 11.32 12.0 13.67 16.0 19.0 24.0 M T 30.0 5'1' 9.30 11 .02 12.71 13.5614.39 15.25 16.1016.93 17.79 m 5'0" 7.08 8.35 10.0 11 .65 14.15 15.0 17.09 20.0 23.75 Length�) 5'S" 10.03 1 1 .74 13.54 14.45 15.46 16.25 17.28 18.04 19-09 5'5" 7.67 9.05 10.83 12.62 15.33 16.25 18.51 21.67 25.73 32.5 L6'1' 11.13 13.18 15.21 16.22 17.22 18.25 19.26 20.26 21 .29 6'0" B.5 10.02 12.0 13.98 16.98 18.0 20.5 24.0 28.5 36.0 L X e ° Area Illork Area Calculation table for OR windows Calculation table for Casement windows Unit size Area of unit X quanity Total Unit size Area or unit X quanity Total Area of floor over unconditioned (unheated) space (L X W) TO iia 3� q, ze -2-0-12 S Calculation table for Glass Doors Calculation table for other glazing Unit size Area of unit X quanity Total Unit size Area of unit X quanity = Total Calculation table for exterior doors Calculation table for interior doors Door size Area or unit X quanity Total Poor size Area of unit X quanity Total Area of floor over outside air (L X W) 2� C� 16T�jo 2O ( �� L=-55 QTotal area or exterior doors Total area of Interior doors l� Colonialftlr Drafting Drafting 2'6" = 16 .67 5'0" = 33 .35 ' 5ervk:ee Services 110 Main 5t.,Unit#204 170 Man S4 Unit#204 2'8" = 17 .81 6'0" = 40 .00 Tewkebuy,MA 01816 Tewksbury,MA 01876 3'0" = 20 .0 8'0" =i 5� .366 (9l8)851-1330 (978)851-7330 Area of various doors (68" height). No Date ............rr�....�.�..... NOR7►� °`'"`°:•'"° TOWN OF NORTH ANDOVER ° PERMIT FOR WIRING 4 c"Ustt Thiscertifies that .........................................:... -............................................ has permission to perform .................... ...�......,............................................. wiringin the building of.................................:................................................. at............................................................................,North Andover,Mass. Fee.:................... Lic.No.............. ............... .......... ........................... ELECTRICAL INSPECTOR WHITE: Applicant CANARY: Building Dept. PINK:Treasurer The Commonwealth of Massachusetts Office Use Only G Permit No. Department of Public Safety c, Occupancy s Fee Checked h BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 (Wave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code,527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date ��/�q City or Town of Po,-kln 4-(�o Ae r To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) LoZ A_ # /t/O Cis n s'�ah w4l Owner or Tenant__ J,— 4g,%v Owner's Address -3,& s'f u-+c l2 `6 SER I Is this permit in conjunction with a building permit: Yes LD No ❑ (Check Appropriate Box) Purpose of Building VLe0 L%,sr Utility Authorization No. gy7 �6 I Existing Service Amps / Volts Overhead ❑ Undgrd-f�`No.of Metem=:— - New Service .200 Amps /U / a Y0 Volts Overhead ❑ Undgrd 9 No.of Meters Number of Feeders and Ampacity nn Location and Nature of Proposed Electrical Work Lo►✓ire c4 rLu,w No.of Lighting Outlets Total No.of Hot Tubs No.of Transformers _ KVA Above In No.of Lighting Fixtures 22, Swimming Pool md. ❑ gmd. ❑ Generators — KVA No.of Receptacle Outlets S j No.of Oil Burners — No.of Emergency LightingBattery Units No.of Switch Outlets Ll No.of Gas burners FIRE ALARMS No.of Zones No.of Ranges Total No.of Detection and$ No.of Air Cond. tons Initiating Devices Heat Total Total No.of Disposals - No.of Pumps Tons KW No.of Sounding Devices No.of Self Contained No.of Dishwashers Space/Area Heating KW Detection/Sounding Devices No.of Dryers G Heating Devices KWLocal❑Municipal [3 Other Connection No.of No.of Low Voltage No.of Water Heaters KW Si ns Ballasts Wiring No.Hydro Massage Tubs No.of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws !u I have a current Liability Insurance Policy including Completed perations Coverage or its substantial equivalent. YES NO ❑ I have submitted valid proof of same to this office. YES 0 NO ❑. If you have checked YES,please indicate the type of coverage by checking the appropriate box. INSURANCE El BOND❑ OTHER❑ (Please Specify) Estimated Value of Electrical Work$ 9X00-t)a (Expiration Date) Work to Start N- Z Z-I 1 Signed under the penalties of perjury: FIRM NAMEf Q ( LIC.NO. , -7 Licensee Signatu LIC. NO. Address .� 6(�Xcc�� �l✓J �2uJk'sbi"t� AIA- D1$�� Bus.Tel.No. Alt.Tel.No. G 7-O c�l70 Or OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage or its substantial equivalent as required by Massachusetts General Laws,and that my signature on this permit application waives this requirement. Owner ❑ Agent ❑ (Please check one) � Telephone No. PERMR FEE$ (Signature of Owner or Agent) ORTH own oAndover 0 0 o, Y ndover, Mass., O LAKE �, T COC MIC NE WICK V (�j ADRATE D p'P CO SAC US IT OR EXCAVATION' AND FOUNDATION THIS CERTIFIES THAT .... ........... ..... .......... . .................................. ................. #Aj... 4004 S C....... f G /yvCA011dito WAA �Y+, f has permission to excavate and pour foundation at ......... ............ ..... . ............. ..................................... a ia 'p �. �A ��J0 - SsfA ► VNDi �e . forthe purpose of..... . ..... ..�.................................................................................................................................. The person accepting this L�rmit must return to the office of the Building Inspector a certified lot Ian show P 9 P 9 P P P of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. V.......... ............ � � A BUILDING INSPECTOR a 5CO y,P on ii L p 0 TOP FND. EL.=171.85' N 47-6' clq Q� n o NEW FOUNDATION C� 2� LOT 6 / 45,864 S.F.f h DRAINAGE EASEMENT S) g8j ,70 PLAN OF L A N.D A TLANTIC ENGINEERING & I N SUR VEY CONSUL TANTS INC. 97 TENNEY STREET — SUITE 5 THIS IS AN INSTRUMENT PLOT PLAN N . ANDOVER MAI GEORGETOWN, MA 01833 SHOWING THE LOCATIONS OF EXISTING AND PROPOSED STRUCTURES FOR OBTAINING A BUILDING PERMIT. LOT DA TE.• OCT. 13, 1999 SCALE 1" = 40 FT. JOB NO. 9906-17 LIN S HAVE NOT BEEN STAKED S PART OF THIS JOB. ON THE BASIS OF MY KNOWLEDGE, �VSN OF AS SUCH THE SETBACK DISTANCES INFORMATION AND BELIEF, I CERTIFY = JOHN B. SHOWN ARE NOT TO BE USED BY THE THAT THE INDICATED STRUCTURES 1 PAULS❑ N CLIENT TO ESTABLISH LINES FOR ARE LOCATED AS SHOWN, AND THAT N0. 317 5 FENCES, SHRUBS, LANDSCAPING, ETC... THE SETBACK DISTANCES SHOWN HEREON WERE THOSE RECORDED AT q o� OCT. 13, 1999 THE SITE. Nd SURv�� Location �0/ (� $ m o L�f l No. Date �oRT� TOWN OF NORTH ANDOVER � s t` Certificate of Occupancy $ _ wcNusttn Building/Frame Permit Fee $ S ' Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 5 ' Check # iJC Building Inspector PERMIT NO. ® 7 APPLICATION FOR PERMIT TO BUILD********NORTH ANDOVER, NIA y MAP NO. /OI- I LOTNO. &1 2. RECORD OF OWNERSHIP DATE BOOK PAGE ZONE / SUB DIV. LOT NO. 16 / f LOCATION ��C(�jf� �7� �Jf 6 C�J//���/�i �l w/� X PURPOSE OF BUILDING O\\`NER'SNAAIE 50.1y1G.5 _net(I AV\O NO.OF STORIES � � SIZE )< OWNER'S ADDRESS 36 c� vn�� � fl,,Gv� ���Z BASEAIENTOR SLAB ARCUITECT'S NAME n71?n A,1v j�{I S��h 094j?.4 SIZE OF FLOOR TIMBER$• j 2ND 3R> BUILDER'S NAME jJj�i7 d0 � T SPAN DISTANCE TO NEAREST BUILDING `YJ DIMENSIONS OF SILLS DISTANCE FROM STREET D161ENSIONS OF POSTS TJX 6 hf DISTANCEFROAIIOTLINES-SIDES 6U REAR /v DIAIENSIONS-0FGIRDERS AREA OF LOT FRONTAGE IIEIGIITOF FOUNDATION TIIICKNESS IS BUILDING NEW \/C S SIZE OF FOOTING � el �jZ " sUl7iG f��'� ISBUILDING ADDITION 7 = AIATERIALOFCIIIAINEY IS BUILDING ALTERATION IS BUILDING ON SOLID 011 FILLED LAND SOL t7 WILL BUILDING CONFORM TO REQUIREMENTS OF CODE {S IS BUILDING CONNECTS)TO TOWN WATER HOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOSVN SEWER i• IS BUILDING CONNECTEII TO NATURAL GAS LINE INS]-UCTIONS 3. PKOPE111"Y INFOI M,VrION LAND COST EST. BLDG.COST a PAGE I FILL OUT SECTIONS I-3 EST.BLDG.COST PER SQ. FT. EST. BLDG.COST PER ROOM ELECTRIC METERS MUST DE ON OUTSIDE OF BUILDING SEPTIC PERAIIT NO. ATFACIIED GARAGES MUST CONFORM•1'O STAI1'E FIRE REGULATIONS 4. APPROVED IIY: PLANS MUST BE FILM AND APPROVED BY BUILDING INSPECTOR B1111.i11NC 1 SPEC"I'Olt DATE FILED' OWNERSTEI-11 831 _23„ CONTR.TELH 7S8 - a I)NS SIGNATURE OF OWNER OR AUTHORIZED AGENT CON I'R.LICH FEES o7S/ II.I.C.H PERMff GRANTED �2 19 oedOO Revised 5/5/99 JAI FORM U - LOT RELEASE FORM �1 INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from- - Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *********APPLICANT FILLS OUT THIS APPLICANT 121,4115,4J1O D'el PHONE LOCATION: Assessors Map Number L 2 PARCE_ SUBDIVISION &620,1 Fh"I;'7 LOT (S) b STREET ���C'/:S//c�f� Vtl,4I 6- )(-/ ST. NUMBER A10 ****** OFFICIAL USE ONLY �+�` RECOMMENDA T IONS OF TOWN AGENTS: I L c>f -E^D �E c-L(_ /LS C NSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS �J ire �5 �' �.^ �U0 / 6� v.y.�V, TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED T1 ISPECTOR-HEALTH DATE APPROVED / DATE REJECTED COMMENTS PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 997 im cpQ TOP FND. EL.a171.85' N 4 4�s, N NEW FOUNDATION Q ..` 31.0- DIE C 1.0•DISC LOT 6 45,864 S.F. ^o \ DRAINAGE EASEMENT S) 70 PLAN OF L A TLANTIC ENGINEERING & N SUR VEY CONSUL TANTS INC. 97 TENNEY STREET — SUITE 5 THIS IS AN INSTRI N . ANDOVERM A GEORGETOWN, MA 018JJ SHOWING THE LOC � ANn RQnpnci:n c- The Commonwealth of Massachusetts _ Department of Industrial-Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance,Afdavit Name GOT\ Please Print Name t_ccaticn' 36 4\\\,V, AA Q, CiN IAI� Phone aI am a homeowner perrcr-ninc all work myse!f. aI am a sole proprietor and have no one working in any capac'ty I am an employer providing workers' compensation for my employees working on this job. Comoanv name' A6230�^� Ogkf 192� C&Q1, - Address (o ON: Phcne T Insurance Co kpgnm r —Policy Comoanv name k Address Ci61\hIC,�, C Phnns_#- ihi Ott, Insurance Co. Pclic✓ s Failure to secure coverage as recuirec uncer Semon 25A or MGL152 can lead to the;mpesition er cnmiral penalties &a une up to S1.5u0.00 and/or one years'imprisonment as-Neil as evil penalties in the form of a STCP'NCRK ORCEF.and a fine cf(5100.CC) __ ,av.-gainst me. I understand that a copy or this statement may be feraarced to the Office cf Invescgaticns cf:he GIA for coverage venr.r cn. I do hereby certify under the gains and penalties of peflu that the information provided accve is`rue and correct. Signature Cate 1 1� Print name Phone }`�31� Official use oniy do not write in this area to be completed by c::y cr town efnciai' City or Town Psrmit/Ucensina ❑ Building Dept ❑Check,f immediate resgcrse s required p Licensing Ecard ❑ electman's Office Contact person: Phone m C health Department Other BUILDING DEPARTMENT DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 S 54,a condition of Building Permit Number Is that the debris resulting form this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150A " The debris will be disposed of in: Location of Facility Signature of Permit Applicant /2 CJ-) i Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector t . i r NORTH Town of RAndover No. L A o over, Mass., / ao v CLIC MICMEWICK ADRATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System �� � 6 A O )�.vv • BUILDING INSPECTOR THIS CERTIFIES THAT...... ........ . ...............� ......•••••.......•••••• Foundation has permission to erect...........q............. buildings on ..14.16.... ../.. .. els Rough to be occupied as........4PAIIN DO C,/IC rA r � !� /� Chimney ..................................... ............. ............................................... ............... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough �0 y PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTI 000V S Rough ......... ........ .... ................................... ..... Service _ BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number �f�lgy Date /670 la0o 6) THI//S CERTIFIES THAT THE BUILDING LOCATED ON do T 6 ��D �11��b���'y X.4L MAY BE OCCUPIED AS /� ` °�`n�/ IJi�C1�°'Z IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH1 NTH �JE REGIJ,,ATIONS AS MAY APPLY. V N z °I k'�S Abp ma..�T �- l9•'T!i�. CERTIFICATE ISSUED TO AN �gN d ��U• ADDRESS 'd'�CHO Building Inspector VAORTH OF D Town of .i' OL over °�A- o�� dover, Mass.,—T °RATED k? C.1 LA 4% S SE` BOARD OF HEALTH PERMIT T Food/Kitchen Septic System `'� F^144 B L INSPECTORTHIS CERTIFIES THAT+if" 4*A 0 ..,�:!�d.......Or .B o'er S .............................. ...............y Foundation�/Y has permission to erect............ buil 'ngs on ..�o .G►... .,�. Q.) i ��'Y �« `( - ...... ....................... Rough /t(nt y *� Chimney to be occupied as..... .. ...... .. .. .......... .................. .......... ...... .........��....... .................................................. provided that the person acce$lng this permit shall in every respect conform to the terms of the application on file in Final / this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMB IN P R VIOLATION of the Zoning or Building Regulations Voids this Permit. u rb64 !!��' �T ft) 1 n y PERMIT EXPIRES IN 6 MONTHS P UNLESS CONSTRU N ST em ELECTRICAL INSPE T Cz��IllfZ 110"tJasr�� .. ......................................................... ............................................. Service BUILDING INSPECTOR ina Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final : No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Det D e k mo SEE REVERSE SIDE �( S ! t t1ORTy OEttLlO ,6'9�� 6 OL OArila �,4SSACHuss��5 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS/LOCATION OF PROPERTY : =0f all , ILl� 1'►Kl 4j 4n DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: 2/zy,/?D FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORKAND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNED ROUTING ✓/�- Cll'eAA- CONSERVATION PLANNING DPW - WATER METER NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SU BAI TAL OF THE OCCUPANCYII PECTION REQUEST DPW Signature File: OC form revised 618!98 DMAP 1 6A) /SVA �� "°"". d 40O s '+ Town NORTH ANDOVER PARCEL ��w f3u;L�t�2 BUILDING PERMIT INSPECTION REPORT �ri51-�13f � PERMIT No.: / R�on�s a�Ic1 �QCV1S ism DATE: 9 I as I9�I psi c0S-r �al� UA-) .: JQDDJ y s 02 S REMARKS; 1101, 101/ � ,✓svl z�rd✓✓ ���z q ���G�� �-L- -- �C) v Tkc. - e�? 1.2.9o o Date . . . . . . . . . . TOWN OF NORTH ANDOVER 10 , —PERMIT FOR PLUMBING SA US • This certifies that *. . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . . . . ... ... ... . . . . . .. . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . .1. .-. *�* * '-* * ' ' * * * ' ' * ' ' * ' ' * at. — . . . . . . . . . . . . . . . . . . . . . . . .. North Andover, Mass. Fee. . . . . . . . .Lic. No.. . . . . . . . . . . . . . . . . . . . . . . . .... PLUMBING INSPECTOR 4 WHITE: Applicant CANARY: Building Dept. PINK:Treasurer MASSACHUSETTS UNIFORM APPLICATION FOR P MIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS / co�;6 Date Building Location VO Cif r�s ,a n G1/ Owners Name l.T s+1 /y/a*n!5 g4ID Permit# �kT ' Amount gip© Type of Occupancy New Renovation Replacement ri Plans Submitted Yes No FIXTURES w x a Cn a H a z �a a rA A a z W W W a ] A A fx O G4 W F d p 00ce)"o d d a d cx rz d F �>esvic &�g1VINI' � s M RDQt / M FIDQt v Z FLDQ2 4M FLOC12 SII3 FIDQt 6M FLOM Mi FLOQ2 gm FIRM (Print or type) 7� - Check one: Certificate Installing Company Name La4ey PI4.11 &I-1:�; Co Corp. Address 7o New rTlrfPll /'G✓ Partner. t�/�Sbvi /h/4 o /,? 7 6 Business Telephone 7ff 69 7JA 7 Firm/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: ❑ Liability insurance policy 1@ Other type of indemnity ❑ Bond Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner Agent El I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachus S to P umb' g C d Cha ter 142 of the General Laws. By: bignature or picenseder Type of Plumbing License Titlel/5L/o zice—nse City/Town 1Num er Master Journeyman ❑ APPROVED(OFFICE USE ONLY