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HomeMy WebLinkAboutMiscellaneous - 460 CHESTNUT STREET 4/30/2018 (2) JVw 1S 1hU.159!}-D<294, r Date.....J.`. ..... "0.7.. f pORTI,1 TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ........'dS �f.1TE)'�....... ..... ................................................... has permission to perform .......... �� M1......................... .. . �- ,Q . ............. wiring in the building of...r'. ..........a.. .. ............................. 9! Q 1 � ST .... ,North Andover,Mass. ata- . A Fee..................... Lic.No. � ���'`� �LECTR.ICAL INSPECTOR i . ............../X........ ......... .......... ..... Check # 1- 7277 ammonwea&of Maasackwelts Official Use Only a1 JeParlmenl o�,}ireerviced Permit No. 7 2- 7 7 BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 1/07] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(ME ),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: � 0 7 City or Town of: N 0 Y T h n ild w e r To the Inspector of Wires: By this application the undersigned Ives notice of his or her intention to perform the electrical work described below. Location(Street&Number) G;0 f /1 L4- Owner or Tenanty S = LAIW Telephone No. 91 R 6g-��D(0 Owner's Address L/(,O G1 P S L w`f ,ST AJ D r7 n -40U e y Is this permit in conjunction with a buildin permit? Yes No ❑ (Check Appropriate Box) Purpose of Building r t n 61, G1StO M e /I I' Utility Authorization No, Existing Service 2-00 Amps I Z.0 Volts Overhead ® Und rd g ❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: —,1) 0P I C.f�r^t 0 lrn C� SL° t° hr Completion ofthefollowing table m . be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total w Transformers — KVA No.of Luminaire Outlets No.of Hot Tubs Generators -- KVA No.of Luminaires Swimming Pool Above �In- ^❑ o.o 1 1 rgency tg tng rnd. rnd. Batter Units r No.of Receptacle Outlets j No.of Oil Burners FIRE-ALARMS No.of Zones No.of Switches Q No.of Gas Burners — No.of Detection and Initiating Devices No.of Ranges — Na of Air Cond. TotaTons. ` No.of Alerting Devices r No.of Waste Disposers Heat Pump Number .ons W No.of Self-Contained Totals: ......._. .. r — — ��� Detection/Alerting Devices No,of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other _ Connection No.of Dryers _ Heating Appliances KW Security Systems:* f o . No.of Water NoNo.of Devices or Equivalent Heaters KW No.of Data Wiring: Signs Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs _ No.of Motors _ Total HP _ Telecommunications Wiring: No.of Devices or Equivalent .t OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electri al Work: (� (When required by municipal policy.) Work to Start: ` 0 7 Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: LIC.NO.: Licensee: �S 05f Y t fiQ Signature �,�-Q � � LIC.NO.•_t r (If applicable,enter"exem t"i the license number line.) Bus.Tel.No.- Address:Address: Ft � )t`n /Alt.Tel.No.: (7 *Per M.G, 47,s.57-61,security work requires Department of Public Safety"S"License: Lic.No, OWN 'S INS NCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally requir d by law. B,m signature below,I hereby waive this requirement. I am the(check one owner ❑owner's a ent. Own r/Agent, Signa re Telephone No.q�633 30/c? PERMIT FEE: $ V ���� ��► � �. 2b-p 7 P� �, _r i Ssyr y,{- -' -v r' r{y �`7/y 7 eyr `y��r ry I �/d J�' � S NC Geotechnical Engineering Environmental Studies Materials Testing Construction Monilorin 9 RECEIVED June 9,2004 Law Offices of Ralph R. Joyce JUN 15 2004 Attn: Mr. Ralph R. Joyce NORTH ANDOVER 121 Collins Landing CONSERVATION COMMISSION Weare,New Hampshire 03281 RECEIVED re: SLOPE STABILIZATION RECOMMENDATIONS JUN li 5 2004 REAR OF LOTS 1 THROUGH 4 CHESTNUT STREET BUILDING NORTH ANDOVER,MASSACHUSETTS DEPT. GSI PROJECT NO. 202175 Dear Mr. Joyce: Geotechnical Services, Inc. (GSI) has visited the referenced site on May 18, 2004 and observed the conditions of the earthen slope which has been subject to erosion and local sloughing failure. Based on our review we offer the following recommendations with respect to permanent soil stabilization.To assist in our review of the slope conditions we were provide with the results of a topographic survey performed by GeoAmbient Engineering,Inc. (GAE) as well as a Drainage Analysis and Sediment&Erosion Control Plan dated 9/29/03 also by GAE. SLOPE TOPOGRAPHY AND EXISTING CONDITIONS There were two areas of localized slope failure observed at the time of our visit. Between stations 1 and 2 referencing the GAE topographic plan,there are downgradient and upgradient,shallow seated slope failures, of approximately 20 by 50 feet. These failures are characteristic of a sloughing of the surficial soil fill resulting from an instability at the fill/parent soil interface. The resulting scarp is 12 to 18 inches deep and exposes a profile of the fill soil unit which appears to be a fine to medium silty sand with some to little gravel (reworked glacial till). Groundwater was observed to be seeping from the scarp/parent soil interface.-Parent soils are Paxton series glacial till deposits. Frequent rill erosion was observed throughout the slope. The occasional topsoil veneer possesses negligible tilth and fertility and the extent of topsoil thickness is insufficient to support the vegetation which is composed of sparse perennial rye grasses. Upland of the affected portions of the slope,the area is generously vegetated with a mix of deciduous and coniferous trees and underbrush. There are no signs of slope instability in the naturally vegetated areas. Based on the topography provided by GA Consultants, Inc.the earthen slope ascends at the rate of 2H:1 V from the existing"Redi-Rock"retaining wall to a narrow,2 feet deep drainage swale running square to the slope. From this point the slope further ascends on a 2:H:1 V slope to the crest of the hillside at roughly elevation 190 feet.JThe Swale shows severe gully erosion and the crushed stone lining has been transported downgradient towards the Swale terminus. 12 Rogers Road, Haverhill, MA 01835 978/374/7744 FAX 978/374/7799 18 Cote Avenue, Goffstown, NH 03045 603/624/2722 FAX 603/624/3733 I Chestnut Street Earth Slope Recommendations GSi Project No.202175 .tune 9,2004 Page 2 SOIL SLOPE STABILIZATION The parent soils are dense glacial till deposits which are inherently stable, in terms of global or deep-seated stability, in natural slopes as steep as 1 H:I V. Such soils possess a great deal of silt and clay which render them prone to erosion.. in the case-QE rniar} he shallow slope failure is the result of external erosion of the reworked glacial till fill as well as internal instability induced due to the effects of groundwater seepage Our recommen ations with respectto slope stability improvement are twofold;subsurface drainage to relieve seepage forces and"bio-structural"erosion control incorporating hardy vegetation. Subsurface Drainage To obviate the groundwater seepage and thus enhance slope stability,it is recommended that the interceptor drainage swale be undercut with an underdrain:)The underdrain may be 4-inch ADS, Hancor type slotted drain pipe set within a 2 x 3 feet trench and enveloped with 3/4 inch crushed stone. The entire perimeter of the trench should be wrapped with filter fabric,Mirafi 140N or equal product. The underdrain will serve to intercept groundwater and induce a depression in the phreatic surface;the result will be enhancement of the overall slope stability. The underdrain detail is depicted on the attached sketch. The drain,may be_placedalong the alignment of the existing g Swale and it's invert may daylight into the s%k,* at a distance downgradient in advance of the proposed retention pond. Once the drain is installed, the interceptor swale should be reworked to the geometry shown of the attached detail The swale should be lined with_Mirafi 500X stabiiizatioridabric ind tthen lined with -rip-rap_ m_ ee_t_ing the rc_quirements_of_ Massachusetts Highway Department, M2:02.4, Modified Rockfll. A $io-structuraiErosion Control Surface erosion maybe countered by the estabiishment of deep-rooted,hardy vegetation along the slopeside. The beneficial effects of vegetation on the slope would include mechanical stabilization of the surficial soils by the root and stem structure and modification of the subsurface hydrology by the processes of evapo- transpiration. Secondary effects include a marked retardation and velocity reduction in stormwater run-off. GSI recommends that the slope be covered with a minimum of 6-inches of humus of such nature and organic content capable of sustaining vegetation. GSI further recommends that an erosion control mat such as North American Green S 150 or equivalent be mechanically affixed to the slope immediately after humus placement. One supplier of the above-referenced mat is aennian Enterprises of Melrose,Massachusetts.-The mat provides erosion protection and slope stability prior to establishment of vegetation. Subsequent vegetative cover may be established by using a hardy mixture of,grass and legume seeds including annual Rye grass and Crown Vetch. Crown Vetch is a legume that possesses a fairly deep root system and grows to a height of about two feet. The legumes are desirable for nitrogen contribution via transportation processes and subsequent inoculation into the tilth layer. A distinct advantage of the Crown Vetch is that it does not require mowing so there is virtually no maintenance involved with the slope protection. The Crown Vetch should be applied at a rate of 20 lbs/acre; an innoculant is required and is typically provided by the supplier. G S I Chestnut Street Earth Slope Recommendations GSI Project No.202175 June 9,2004 Page 3 Crown Vetch will not establish on acid soils therefore it is necessary to check the topsoil for pH and incorporate lime as required. It maybe necessary to broadcast from 2 to 4 tons of ground limestone per acre to reduce acidity. Because the Crown Vetch exhibits slow seedling vigor,we recommend that a nurse crop be planted to germinate quickly and provide some degree of protection. The nurse crop may be 10 lbs/acre of annual Ryegrass and 50 lbs/acre of Red Fescue. The humus may require the application of fertilizer to enhance growth and promote root structure. Our preliminary recommendations is an application of 10 parts nitrogen-10 parts phosphorus-10 parts potassium ata rate of 100 pounds per acre.For best establishment,lime and fertilizer should be worked into the top four to six inches of soil. Seed germination will be facilitated with mulch cover provided by the erosion control mat. Construction Monitoring It is recommended that GSI be retained to observe construction procedures for conformance with contract requirements,documents and design concepts. We trust that the contents of this-report is responsive to your needs at this time. Should you have any questions or need further assistance,please do not hesitate to contact our office. Very truly yours, GEOTECHNICAL S VICES,INC. 11 HarryK. etherbee, P.E. Principal Engineer G S I Chestnut Street Earth Slope Recommendations GSI Project No.202175 June 9,2004 Page 4 LIMITATIONS Explorations 1. The analyses,recommendations and designs submitted in this report are based in part upon the data obtained from preliminary subsurface explorations. The nature and extent of variations between these explorations may not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this report. 2. The generalized soil profile described in the text is intended to convey trends in subsurface conditions. The boundaries between strata are approximate and idealized and have been developed by interpretation of widely spaced explorations and samples; actual soil transitions are probably more gradual. For specific information, refer to the individual test pit and/or boring logs. 3. Water level readings have been made in the test borings under conditions stated on the logs. These data have been reviewed and interpretations have been made in the text of this report. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall,temperature,and other factors differing from the time the measurements were made. Review 4. It is recommended that this firm be given the opportunity to review final design drawings and specifications to evaluate the appropriate implementation of the recommendations provided herein. 5. In the event that any changes in the nature,design,or location of the proposed areas are planned,the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of the report modified or verified in writing by Geotechnical Services, Inc. Use of Report 6. This report has been prepared for Mr. Ralph Joyce in accordance with generally accepted soil and foundation engineering practices. No other warranty,expressed or implied, is made. 7. This report has been prepared for this project by Geotechnical Services, Inc. This report was completed for preliminary design purposes and may be limited in its scope to complete an accurate bid. Contractors wishing a copy of the report may secure it with the understanding that its scope is limited to evaluation considerations only. G S I i 6" TOPSOIL 6" RIPRAP 2 1 MIRAFI 50OX J1 STABILIZATION FABRIC 1,5 3/4" CRUSHED STONE 4" DIAMETER HANCOR ADS SLOTTED DRAIN PIPE "PAXTON SERIES" GLACIAL TILL PARENT SOIL *:. NOTES: 1/2 # / 1000 SQ. FT. CROWN VETCH HARD FESCUE AS NURSE GRASS — 1# / 1000 SQ. FT. EARTH SLOPE CROSS SECTION �Gs GEOTECHNICAL SERVICES INC. 18 I TELLOTE AVENUE,(03) 6242722ND FAX.(603)7624-NH 3045 3733 SLOPE STABILIZATION RECOMMENDATIONS Drawn By: J.L. Dote: 6/9/04 Figure CHESTNUT STREET Checked By: H.W. Scale: 1/4"=1'—D" NORTH ANDOVER, MASSACHUSETTS File Name: Project No.: lv " Office.`2'T the BRmilding o � 27 Charlc� Street North An$h•nrer. -1a.kRi3d".?Rlksetty, rP� J,q AAY[e P .(el CIGtP`�&i CT! :y,(l;?::y i 5li(✓r�' April 22,2004 Mr. Ralph Joyce 121 Collins Landing Weare N.H. 03281 RE: Retaining Wall problems 440,450,460Chestnu�t treet North Andover,MA- Dear ADear Mr. Joyce: Please be advised that upon an inspection of the above noted properties it has been observed that there is washout occurring at the top of the slopes down onto the top of the wall and into the. yards of the properties. This situation is in need of correction so that there is no further washout or damage to the homeowner's properties. Please contact me so that we may begin the process to remedy this issue in a timely manner. My office hours are 8:30 10:00 AM @ 978-688-9545. Respectfully, Michael McGuire Local Building Inspector OR Date... .. .. �...�.. NORTIy TOWN OF NORTH ANDOVER .0 P PERMIT FOR WIRING ��SS�cMusE� This certifies that ........... `°.r .......... ... ......................... ,R has permission to perform `Q .�!' l ....... ........................... ............................. `wiring in the building of...U.l. .... U.............................................................. % ...................................�.............. ..... ,North Ando/ve1 Was,Fee..31 '.......... Lic.No. ...... . ... ., 4A......... Check # `� ELEcrRicALINSPEcrOR 4396 TBECOMQNW LTH0FAf4.�' CHLNEM Office Use only DEPARTMMENTOFPUBLICS4MY Permit No. BOARD OFFIREPREVE W0NRB9)MT10MS 527CMR 120 ug Occupancy&Fees CheckedPPLICATIONFOR PERMITTO PERFORIVIELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE,527 CMR 12:00 'D--2L2 D (PLEASE PRINT IN INK OR TYPE ALL INFORMATION Date Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) 1-160 a Owner or Tenant �}'l l �� •.�(�"1 C Owner's Address Is this permit in conjunction with a building permit: Yes Loci No � (Check Appropriate Box) Purpose of Building T47-11- Utility Authorization No. Existing Service Amps / Volts Overhead M Underground a No.of Meters New Service aa� Amps// /0A7 Volts Overhead ffrUnderground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No,of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No,of Lighting Fixtures Swimming Pool Above Below Generators KVA andground ri No.of Receptacle Outlets I t/ No.of Oil Burners No.of Emergency Lighting Battery Units IK No.of Switch Outlets No.of Gas Boners / No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones V Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons 21 KW Initiating Devices No.of Dishwashers Space Area Heating KW No.of Sounding Devices / No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Connections No.of Water Heaters Kw No.of No.of Signs Bailasis No.Hydro Massage Tubs ' No.of Motors Total HP OTHER' hla mcecoyerg %sutlothempanatlsdmmKhEemamrwLTvs ItmeawmriLikifdyltu==PniuyirrJukgCarvi& CaeagccrAsabsarbale4ir% x YES NO l hares bmwdNdWpmofafs&netodreOfsae YES � NO r Ifj mha%edrdced YES,pkm rdc*teWofw&aWbyd=krgfe 11 1 box INSURANCE M BC1,D o OVIR o Vme ) Expiation Dole WCIkIDSlart 3-_2d--D 3 hgWmD*RRxsted , CA /( EsltnratedFid vahte�lWak$ sigri�dtarda�ePt _ FIRI�I NAME ! L'"C/Z r_-Al c: �I C j;;7 I.ioa�eNa L / cJ 3d G, BtsiiMTd.Na 971;- 4�4;L-7633 Aro -��L ..�.�.�i� b�vl� ✓ AILTd.Na OWNER'S MLRANCEWAIVMI.amawarethat#cL=wdoono( wtheaamwooteaparrtssulm*d asre�by7F $ and d a mysignAwaiftpamit wai�thisM*mi enart. (Please check one) Owner a Agent Telephone No. PER ya ��, Of O � •X40 0 Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT ;9?sCzs qkG�/PERMIT NO.: /� PROJECT: j r0��� WYd*WDATE: ` " UNIT NO.: FLOOR: WING: BUILDING NO.: 64r REMARKS: Excavation-depth and soil conditions Framing- Other: Date: Date: Date: Inspector Inspector Inspector Footings and foundations and drains- Insulation- Other: Date: Date: Date: Inspector Inspector Inspector Electrical-rough- Plumbing and/or gas-rough- Other: Date: Date: Date: Inspector Inspector Inspector Electrical-final Plumbing and/or gas-final Other: Date: Date: Date: Inspector Inspector Inspector Fire Dept- oil burner,tank,stove,smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: -Cof 0# Inspector Inspector Inspector Form 0995 Action Press,685-7000 TOWN OF NORTH ANDOVER AORTFr Office of the:Building Department a2 1 lug.:'vNOpL Community Development and Services 27 Charles Street x North Andover,Massachusetts 0.1845 °'�C" ` -�• ''� SS^CHU D. Robert Nicetta, Telephone(973)633-9545 Building Corritrtisrioxer FAX(978)688-9542 January 23, 2002 Mr. Ralph Joyce 121 Collins Landing Weare N.H. 03281 Dear Mr. Joyce: Please be advised that as of today's date this department has yet to receive any documentation and application for the retaining wall(s)at the Chestnut St.job location. This is an important part of the ongoing construction at this site and needs to be addressed in a timely manner, as no further permits will be issued. Under the Mass State Building Code Chapter 1 Section 116 a certified professional engineer's certified drawing and calculation's is required for retaining walls over 10 feet in height of unbalanced fill from footing to top of wall. Please contact me so that we may begin the process to rectify this situation in a timely manner. I may be reached between the hours of 8:30— 10:00 AM and 1:00—2:00 PM at 978-688-9545. Respectfully, Michael McGuire Local Building Inspector Michael McGuire,Local Building Inspector James Decola,Electrical Inspector James Dloai,Ga&Plumbing Inspector Plwining Department 688.9535 Conservation Department 688-9530 Ilealtli Department 688.9540 Zoning Board of Appeals 688-9541 TOWN OF NORTH AN,--DONTR AORTk Offince of the Buildhaig Depailment Community Development and Ser�,ices 16- 0 27 Chirle-,-, Street Mirth-Andover, 01845 A Us D.Rob,-il Nikel ta, (9-8)6"8-954i Bulli ng cominimioner FAI-XI 078)688-9-542 February 14, 2002 Mr. Ralph Joyce 121 Collins Landing Weare N.H. 03281 Dear Mr. Joyce: Please be advised that as of today's date this department has yet to receive the engineered drawings and calculations for the retaining walls on the rear of lots I through 3 Chestnut St. This is a very important safety concern to this department and needs to be addressed ASAP. Please be advised that until such time as the appropriate paperwork is submitted and reviewed there will be NO OCCUPANCY PERMITS for the lots noted above. Please contact me so that we may begin the process to remedy this life safety issue in a timely manner. Respectfully, Michael McGuire Local Building Inspector MtchaelMcGutre,Local Building Inspector James Decola,Electrical Inspector James Dwzzi,Gas/Plumbing Inspector Planning Dcpaitment 698-9535 Conrcn--ation Depadnicat 688-9530 HeAth Dqiaftmcut 688-9540 laming Board of.Appeals 688-9541 Location ,1 01 No. Date L NORTFTOWN OF NORTH ANDOVER f �,y f + ; : Certificate of Occupancy $ s •^ f< Building/Frame Permit Fee $ a 3AB MUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �a Check # J C C •} 41O pp X � Building Inspector 1 „,01/25/2002 11:40 6039930733 MHF DESIGN PAGE 02/02 MAP- 98C LOT A2 1) THE BOUNDARY WORMATION SHOWN HEREON WAS � SQ7�G ,� „ TAKEN FROM A PLAN ENTITLED -PLAN OF LAND 1 O' LOCATED IN NORTH ANDOVIERd MA s PREPARED FOR } KENNETH W, REA"• SCALE: 1 =40'- DATE: 4/27/99 (rev. to 7/12/99 BY CHRISTIAN ON & SER01i 1C. 1 NORTH ESSEX RECISTR” OF DEEDS PLAN 013538 � 2) THE INTENT OF THIS PLAN IS TO SHOW THE AS— -------------- __------ BUILT LOCATION OF THE FOUNDATION ONLY. �? ,r m ma sic � LOT 3. kt r• 25,522 Sq.Ft � 0,886 Ac.:k t 20, ttaa,, I L7r t MAP 98C LOT 2 ,' ' ^.� r o �E?nlvN \ 1 OCD ; co Cl- t3- Or ' 0 r TnArU S�ohtwa 4'S r 64 r GRAPHIC SCALA ' ^-DNCRrM �ouhrt�TION 0 40 40 8+1 eTj r j s • ,�r 1 Inch w 40 It i iM OF 1 Q0, OFFER ZONE n ` pnrn pt NO 4'43"w --- 127.28' /SSv�-fD 01-13 -01 Al®v,$e * AG o m r s I HEREBY CERTIFY THAT THE FOUNDATION SHOWN Fi RECN CERTHUD PLAT PLO IS THE RESULT OF A FIELD SURVEY MADE ON MAP 98C LOT 3 CHESTNUT STREET JANUARY 16, 2042. NORTH ANDOVER, MASSACHUSETTS PREPARED FOR P"H R. JOYCE 95 MAIN STREET 4 C ;ref;'ErT NOR711 ANDOVER, MASSACHUSETTS 01845, A IG4 A 102 Uwe Ross,20%0n. Y b4mr Nn Now'Wr.W%n too)603••ma c Q ! MMF Dmsi9rt ConnitOnls, Inc. E''mR •�UNNEAO•SWtvCrbltli r i SCALE, 1' e0' 0T TEi JANUARY 22.;2161;002 DRAMEG —MA" Y UCEN%D LAND SURVEYOR. DATE w CMF 114901 1149CFP3.DWG �o�ao�3 C ,,01/2.5/2002 11:40 6038930733 MHF DESIGN PAGE 02/02 MAP 98C LOT A2 1) THE BOUNDARY INFORMATION SHOWN HEREON WAS SQ7•G '4 TAKEN FROM A PLAN ENTITLED "PL OF LAND 1 O` LOCATED IN NORTH ANDOVER MA PREPARED FOR I KENNETH W. REA"• SCALE: 14-40'; DATE: 4/27/ (rev. to 1/12/99 BY CHPISTINISON & SERGL; It C. ani NORTH ESSEX REGISTRY OF DEEDS PLAN 913538 2) THE INTENT OF THIS PLAN IS TO SHOW THE AS- i� - --- x-- BUILT LOCATION OF THE FOLNDATIN ONLY. r N n'rMAW p •`�~� '+ LOT 3.0 r 25.522 Bq,Ft r 0:585 ,1c.i 20, ; - r MAA 98C LOT 2 ,' r r r + r r � r GRAPHIC SCALE _®"';�' i DONCRrM fOUNiAnoH a 0 90 40 1 Ines r 40 ft / iMET OF 100' UFFEIt ZONE NC7 4'43"W C ESTNUT STREET 1 I HEREBY CERTIFY THAT THE FOUNDATION SHOWN HtREON GMMnED PLOT FI" IS THE RESULT OF A FIELD SURVEY MADE ON MAP 98C LOT 3 CHESTNUT STREET JANUARY 16, Booz. NORTH ANDOVER, MASSACHUSETTS PREPARED FOR OF `� R4UH R. JOYCE 4r 95 MAIN STREET NORTH ANDOVER, MASSACHUSETTS W845, >f RriJGt�A t02 siia abed.Yup&ont. 111 1 .E •P � ��'f6DE)6QE-Q720 aaon C ` MHF D604n ConlMtOmts, Inc. [boar[ •tLWNCAJ•StlRYlYORe r SCALEct t" a 40' DATCt JANUARY 22, 2002 DRAMEG DR-AWNY' RM-13Y, UCI:N5ED LAND SUKVMR. DATE JJW CMF 114901 1149LFP3.DWG Location A761 0 - +� - -�' ' No. 45 cl� Date NORTp TOWN OF NORTH ANDOVER F A a Certificate of Occupancy $ ,sJACNUSEt� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �7- -� Check # f G� 15U420F Building I pector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: ( -13 –a)00/ SIGNATURE: Building Commissioner/In for of Buildings Date SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 579)Or �sc Y X)f t 0, Phv�e Map Number Parcel Number 1.3Zoning Information:: 1.4 Property Dimensions: �f s' asses �a �� zer Zonmi District Proposed Use Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Requtired. Prodded Required I Provided '30 z z z -30 � l.7 Water S ly M.G LC.40. 54) 1.5. Flood Zone Information: 1.8 S e Disposal System: Public Private ❑ 1 Zone Outside Flood Zone N�</ Municipal On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT /J M 2.1 Owner of Record 102 `®r!�l•'()� G/��,�i%��T ftr# yeE 1rVsTF1F W E t7z-e, 0 3 z s/ Namet E e R,441�e 7)tW-lMdress for Service: rgnature Telephone Q 2.2 Owner of ecord: V Name Print Address for Service: 0 z M Signature Telephone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 74 0 %,�U S 61f License Number Mon Address (v (7'97 j� //���� c- Z 7G 3 3 Expiration Date Signatu a Telephone 3.2 Registered Home Improvement Contractor Not Applicable Company Name M Registration Number r rM Address emm z Expiration Date G) Signature Telephone f SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Si ned affidavit Attached Yes..... No....... ❑ SECTION 5 Descri tin of Proposed Work check all a llcable New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: 4 SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be Completed by permit applicant I. Building (a) Building Permit Fee � Multiplier Gr$� 2 Electrical f — (b) Estimated Total Cost of ` � Construction 3 Plumbin '� — Building Permit fee tel X(b) 4 Mechanical HVAC �— 5 Fire Protection 6 Total 1+2+3+4+5 Q 'qe> Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APP1LIIES FOR BUILDINGPERMIT as Owner/Authorized Agent of subject property Hereby authoriz / C-F 7` �_)=- to act on My behalf,i t e lati authorized by this building permit application. /z Si na of caner Date / SEC ION 7b OWNER/AUT ORIZEEDf'AGENT DECLARATION K ��/ /� �� as Owner/Authorized Agent of subject property Hereby declare that atements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Print ZZ,j a/ tore of Owner ent t� 6 Date Rogow NO. OF STORIES SIZE p BASEMENT OR SLAB r9,$,0W141104r/'f SIZE OF FLOOR TBMERS O 191' Jr/rJ 2ND 3RD SPAN 1" DIMENSIONS OF SILLS X DIMENSIONS OF POSTS L GL DIMENSIONS OF GIRDERS 1 F 2 ,K 2 IEIGHT OF FOUNDATION % THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND L IS BUILDING CONNECTED TO NATURAL GAS LINE s FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvais/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 SECTION**'**** * >/ APPLICANT 7' PHONE LOCATION: Assessor's Map Number -� PARCEL SUBDIVISION�Dr LOT (S) STREET � / 1�' (/7— ST. NUMBER_' �t ****** **********************OFFICIAL USE RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOW LANNER DATE APPROVED !� DATE REJECTED �/ COMMENTS f'y d FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWERIWATER CONNECTIONS DRIVEWAY PERMITA FIRE DEPARTMENT0�7 � � 4 RECEIVED BY BUILDING INSPECT DATE Revised 9197 jm -- a--- � i x / -_ )BN,/OR - - - - JJ- - - - - - - — _ —iJ J _ — "�" -- PRO -� SID _ _ — -- — 320 r - J RETI i SK �TABIUZE EXISTING SLOPE J — (SEE j 320 T WITH EROSION.CONTROL BLANKET. — l i` — NORTH AMERCAN GREEN TYPE SC1508N OR I — - - EQUIVALENT. SEE DE:TML THIS SHEET- -t — S20 co - - - — e 310 - - _ - - - 310—J S/I C)CI-r-sm1.0 — - - — — — — i 3e6 _6' PVC HI 0i 6" PVC HEADER- - OP. VERSALOK -PIPE- ► RETMNING-WALL_ — — — — — — (SEE DETAIL THIS SHEET) f r 0 o- -300 _ — Y-29B A8 meq. — 0.00 9 �- — — TW-286.00 OW-282.00 ♦ J r 78.00 — — — — — — — — — — — _ J- r , 79.00 � �- 290 X - - - - - -- 0 — _ J 2 f lop J i J 3X PROPOSED J o r 01 J , 4 BDRM HOUSEi FF-281.50 ;... ►. Ts.00 6'_PVC r Bf=273:00 F=272:5 f HEADEI, PIPE i -a Ax J J 290 0 — J - - - ------ �,x ----- -- ^ - - — — - -- - - - - -2 2 6—`'— —79.00—a 28 � — �x 30' RON —I --$( PROP. S CK WATER UMI 0 1 1 g' J -SEEMCE Zg - - 27 X1 — — — - I , X M11 M1 I r ' _ 7034' —" 7 —M1 46 70 272 �- 5 266.5 ''1 _ } ..�88-� � — - - - -_----_ _ -- 26 -= — — — — — UNUERGROUND SE€DETLE AIL THIS CHESS UT ST w_EL ECTRIC/rELEPHONE SHEET REET SERE'—wJJMR OF 25' X M1 r. V,! Grvwtlnagernent 8 !atex� S. '� iR y .mtabn int p a , �- '; Town of North' ndover 8t�ild ng Qepartmerlt `67 -i ''- a; This form shall be used to assist the Building Department m the!r determination of exemptions unde�.sec ion 8 r.Sb!the Town of.iVonh Andover Growth:Managernent Byia'k-71-he building applicant shall provrde alt of the nerossary,nformation as requested below. �T c '3Valrle of /1 1 j 1' • M ' L p icant-tin i�uilding I�srenit{below) wAddres�fi Proper'y�"'#or Permit 45 M pian octal _Pvrp4=ebfA�pllcatrort'(ctleckbelow) ti ` cPh � Z r7f�4ppil aizt } �mglefarrliihol y Twa Farnliy r � .� - n 1 k• i the undersigned applicant far the above praperty'attest that to a atta+tied buiidiny permit for,whlc�`i°this forint is completed does comply with the.E7CEMPT ON section$ r.6=of the:Nort i Andover Growth r Management 8yiaw' `I`also`understand providing this.fasrri doesnot at)salve lite flr an}+,party to this°permd from the requirements of obta ntng�ather ppe-r; tits regtliredlprior to tlae i`ssuattce'of the Suilding,Peri-•it.. ' Further l understand that my intdoret�tion of:the>=XEMPTiON status iS subiect to review by the.,8ulldirio Department and as dniy of6cally.accepted when the;Buildih Permit t i ` .,_ 9 a slued �A� Haled an section 9:7.6'of the fVarth Andover Growth Bylaw the'above:tot and the work as-applied-for-an the ' above lot, in the building permit appiicat,on and associatedatiach-men is camptres with one or rtore;of:the A>,: following sections as indicated by_a Check mark ' ' q t t t' r n �.- e This is an application fora building permit for ilia enlargement restoration or reconstrtrc iori of a dwe)ling t ` existence as of the effective date of this'by-law provided lhat na additional residential unit is created , The lots)wereMas created poor to May,87996 are exempt from the provisions of this section 9 7 ofwthe Zoning �" . Bylaw: This application is ror dwelling units.for law andlar moderate income families ori diyiduals,where all of the -conal ions of 8.7.6.care met aridlorrepreseilts Oweliing.units for senior residents,where occipancy of the,units,rs#' r2stri ed to senror persons through a property exec ited�and i dbrded.deed oisthc:tion running with ttte land"For s purposes of this Section"senior'shalt meampersons-over the age cf.55 ` •- cwt r rills appiidattan id a part of a'developmeni project which voluntarily,agreed to a minimum do'o permanent ;. reduction in density (buildable lots);below the density,(buildable lots);permitted under.zonmg and feasible given the.c environmental conditions of the.tract,with the surplus land;equal to at least telt:buildable 4cr6s_and,permanently' i 'designated:as open spats and/or farrni'M The.la6dId bei,preserved shall be protWed from"develcpment-by An h `,Agrimltural Preservation Restiicaen;Canservafion Restni:len;dedication to the Town;ccother similar mechanism ry.L approved by the Planning eaatd that will ensure itsprotection: , This application represents a trail of land existing and not held by a Developer m common ownership with an adjacent parcel on the effechvedate of this!ecticn.'l3.7 shall receivea one-#ime;exemption from the Flanned Growth. Date and Develdpriient Scheduling'provisiods.for the purpose of construCing one singleilamily dwelling-unit•cii the parte . t. This apPlicattan represents aaetwhich;as ready,for buiiding permits(i a alI other petTnRs from-all other boards and issiens have b6m mceived and the Proud is in compliance wtth'tttose pemtits):and the Oeveiopment;Schedule does not accommodate issuing a buiiding permit m'.that Year,•,one buildingrpermit will be:issued pei,Yea�per Development until such time as the Oeveloprnent 5a*tedule acpmrrtcidates issuing building permits:Applicant rnUst y supP1Y ePPMed form tl with this:E�SMPIIG V M s. r Please provide any sand all information that would assist the Building Department rn making a defermrnatian that your application'•.1s allowed one'ormore of-the above EXEMPTIONS 1 '$y signing below 1-attest to the accuracy of theinforrnatiortcorovided and that tate attac'�ed building permit is allowed an EC ON as cited above Further I understand that the.submitt9f of mtsieading and or- inaccurate' o anon,lir hecicrng;off of:an above iterrt which does nat'compI whether done to my ` r knowle a or is refusai'.by the guild" l3epartrrtent to issue a Building Permit_ 41 � Y � azure of ne or Aiitho twho slgned the Attached 8uilcing Permit ". Cate is forrii must be atlas the-9uilding Permit upon applicaticn for such permit; 1093 APPLICATION FOR WATER SERVICE`{CONNECT;ION,, 14'_A North Andovert Mass:„ l `u Application by the undersigned Is hereby made to oonnect with; a town wate0marn in a i- 4 U+w t ^ _Stteei, §ubject Ito,therules.and regulations of the Division of Public AWorks t' «� �q i .;., '°:_ 1.t,t_ 1 x� ”'v.�.3 �kk� � ;,t.°- _ ��.a:�1 '` t fig'. � 4# !+ t � � 1i., ( t,4' =n �z, •C.The premises are known,as No, r ��11 ✓1 �� �(li� ��� 7�� Street . or subdivision'lot no _ ) Z d' E Owner f,: ,Addre'ss � Contractor a ' « a Addr pplicant'.s Signatur " a ,PERMIT. TO CONNECT WITH WATER MAIN The Board of,Public Works hereby grants permission to' Qyef to make a connection with the water main at �3 f2 cl s Street subject to the rules and regulations of the Division of Public Works. - j Board of Public Works s - - 3 Inspected bye Date See back for'iules and regulations 1713 APPLICATION FOR SEWER SERVICE CONNECTION <-", v f North Andover, Mass. Application by the undersigned is hereby made to connect with the town sewer main in (..' r� OV Street subject to the rules and regulations of the Division of Public �Works. / The premises are known as No. ` s"" Street or subdivision lot no. S 120 I, ll Owner Address Contractor Addre pplicant's Signature t b r i PERMIT TO CONNECT WITH SEWER MAIN The Division of Public Works hereby grants permission to to make a connection with the sewer main at Street subject to the rules and regulations of the Division of Public Works.. Division of Public Works By Inspected by Date See back for rules and regulations TOWN OF NORTH ANDOVER, MASSACHUSETTS DIVISION OF PUBLIC WORKS 384 OSGOOD STREET, 01845 .WILLIAM HMURCIAK, P.E. Telephone(978)em-mC3 DIRECTOR Fax(978)686-9573 f pORTh 9 1 F R � qL ' • 4q a « �9SSACHU5 t� I i i I 9 DRIVEWAY PERMIT DATE LOCATION 460 C 03 i hJ S( l BUILDER phone OWNER ALPH SoVc hone THE NORTH ANDOVER SUPERINTENDENT OF OPERATIONS MUST BE NOTIFIED OF THE GRADE AND SETBACK FROM STREET. CALL THE SUPERINTENDENT'S OFFICE BEFORE FINISH GRADING AND SURFACING FOR APPROVAL OF SUCH ENTRY. FAILURE TO COMPLY AND OBTAIN APPROVAL VOIDS THIS PERMIT. f I x A Pr L t cA N i�S s�GrIAY vet 1 � "�� i srmw�,.raaa�a�✓�riv�aead BOARD OF BUILDING REGULATIOkS- License: CONSTRUCTION SUPFRVISZ?R Number: GS 043769 '` Birthdate: 1111-911948 Expires: 1111912001 Tr.no: 11776 'Restricted To: 00 TERRENCE JOYCE 50 SECOND ST NO ANDOVER, MA..,01845 Administrator ►tea .�. H v The Commonwealth of Massachusetts m Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Name Please Print Name b Location t>�d � �5 Ty T' City (v4 �N/�O , Phone # F-1 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity aI am an employer providing workers'compensation for my employees working on this job. Company name: Address City' Phone#: Insurance Co. Policv# Company name: Address City: Phone#: Insurance Co. Policv# 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 tAafent may be forwarded to the Officeof Investigations of the DIA for coverage verification. 1 do hereby g ury that the information provided above is true and=correct. i nature Dat17 S gPrint namV ��� Phone#-G Official use only do not write in this area to be completed by city or town official' City or Town Permit/1 icensino ❑ Building Dept ❑Check i/immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact person: Phone#: ❑ Health Department ❑ Other I I MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I � Checked by/Date I I CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 7-25-2001 DATE OF PLANS: July 23, 2001 TITLE: Lot 3 Chestnut PROJECT INFORMATION: 2860sq.ft., 28x40 Main box, 16x24 Family, 2 car under COMPANY INFORMATION: Ralph R. Joyce COMPLIANCE: PASSES Required UA = 624 Your Home = 541 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1222 30.0 0.0 43 CEILINGS: Raised Truss 90 30.0 0.0 3 WALLS: Wood Frame, 16" O.C. 3272 11.0 0.0 292 GLAZING: Windows or Doors 379 0.320 121 DOORS 40 0.350 14 DOORS 38 0.490 19 FLOORS: Over Unconditioned Space 1521 30.0 0.0 49 HVAC EQUIPMENT: Furnace, 86.0 AFUE HVAC EQUIPMENT: Air Conditioner, 10.0 SEER ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% ofe de ign load as specified in Sections 780CMR 1310 and J4.4 Builder/Designer / � Date .�7�q Ll (/ J MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Lot 3 Chestnut DATE: 7-25-2001 Bldg. 1 Dept. 1 Use I I I CEILINGS: [ ] I 1. R-30 1 Comments/Location ( ] I 2. Raised Truss, R-30 I Comments/Location I Insulation must achieve full height over the exterior wall. I I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-11 Comments/Location I I WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.32 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I I DOORS: [ ) 1. U-value: 0.35 I Comments/Location [ ] I 2. U-value: 0.49 Comments/Location I I FLOORS: [ ] I 1. Over Unconditioned Space, R-30 I Comments/Location I HVAC EQUIPMENT: [ ] I 1. Furnace, 86.0 AFUE or higher I Make and Model Number [ l 1 2. Air Conditioner, 10.0 SEER I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or i gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no 1 more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I I MATERIALS IDENTIFICATION: [ ) I Materials and equipment must be identified so that compliance can i be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ) I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F): RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- ORTH Town o . + Andover No. ��CJ T CN _ CAHE O ndover, Mass., 'pA COC-CME WICK 0RATEO P`P���� 7SSACHUSE P IT FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ..... .........1.!4/l�I� ...�e��� ...... v.� .............................. ........ .... .. .. .... .... Al. n // - has permission to excavate and pour foundation at . .0 .......„:7. ,�...G �J. S!!V.v..........5 for the purpose of.....l.. d� ?i_a�V ,( j� j� a cS /c'tV AJelt r . S//l� �� /�e�S/!./P2L e— The person accepting this permit must return to the office of the Building Inspector a certified plot plan show of building thereon before Foundation will be inspected. C/ S Cl 11� BLDG, PERMIT FEE 2 — LESS FDA fEf `'oP - /_O• — DUE FRAME PERMIT$ Z 07 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. . .. ........ ... ......... ............................................. BUILDING INSPECTOR NORTH oTown over O 4. ,�-. 0% K. No. C' - — aaol o -off- dover, Mass., S H � BOARD OF HEALTH Food/Kitchen PERMIT T D . Septic System © ./ / y�k468- Xe� l �R( / BUILDING INSPECTOR THIS CERTIFIES THAT............ . . ..................................... 6 O � �� Foundation has permission to erect...............I....................... buildings on ..X.of................A>1.....-"./�.....C /SPS�/U.v........... Rough to be occupied as.....C// 00I�/ a SJ4�/ a Sod 110A. Uer, cS�N �� ��+'y� � imney ......................................................................r ....................... 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. c�r 8 C/ 1 /a/:�/, — PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STTS ELECTRICAL INSPECTOR �� Rough ............. ..........................................................-..-.... ............ Service 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 Smoke Det. Building Value Calculation - for Pro a at..... LOT#3 Room Length Width Sq.Ft. Cost per Sq.Ft. Total Cost Kitchen 20.5 14 287.00 65 $ 18,655.00 Brkfstnook - 65 $ - Dining Room 14 13.5 189.00 65 $ 12,285.00 Family Room 24 16 384.00 65 $ 24,960.00 study/office 14 10 140.00 65 $ 9,100.00 Living room 18 13.5 243.00 65 $ 15,795.00 Garage 21 24 504.00 . 35 $ 17,640.00 Entry 17 14 238.00 65 $ 15,470.00 2nd floor foyer/sitting 13 8 104.00 65 $ 6,760.00 Sunroom - 65 $ - mudroom - 65 $ - Walkin closet 8 11 88.00 65 $ 5,720.00 Basement Finished 65 $ - Balcony - 65 $ - Screened Porch - 35 $ - laundry 7 10.5 73.50 65 $ 4,777.50 Bedroom 1 20 13.5 270.00 65 $ 17,550.00 Bedroom 2 13 12 156.00 65 $ 10,140.00 Bedroom 3 13.5 16.5 222.75 65 $ 14,478.75 Bedroom 4 13 13.5 175.50 65 $ 11,407.50 Lav/Bar - 65 $ - Bathroom 1 10.5 8.5 89.25 65 $ 5,801.25 1/2 Bath 10 6 60.00 65 $ 3,900.00 Bathroom 2 15.5 16 248.00 65 $ 16,120.00 Bathroom - 65 $ - Balcony - 65 $ - 0 0O � " b s� + moo. iyal inu TF 00 >< :1 _. )II -7, 7 (NI ---- t� 1 w � ► � IIS � �. � �� ' 1: ,` +N t 1 • J nN' ■' III w - {1 f �--' R Q O I ' = BEAR R FV TA ION �} ---�- LF T _LEVA 1/8" - fo" �. LI _ 1• Al dm ensions are to be field vernled by the Contractor and any Jf odjus--ments made accordingly. - , _ o co A work snol�be completed in comp4once with all applicable Buiding, Plumting, Electrical Codes. Any other Local,State and/or Federal Codes c; rnev co!y to this project sholl be cobsioered as part of the i consmicuon documents. '1 1 __� �. ier� He- ris Shc:l :, e oved and disposed of c v J r-----� k n ri� n.'�! _ M !-_.. _•e Vv;.r, Cry �efec�c if:�. :T�UV .71 ~— ^'� i ,.!'Jv be r�ruired sh, be Jr _ J ✓_ e� Jr �; 5S1vr,G s?:�ir�c✓ v _ • DY cUhers -vnder.5eparote contract and Terri S. 5 AQ �netrotions Plumbing,Electrical,Heatn ) th � etcru floor shall �_ p% a jJ be completely Fre Caulked 6. All walls adjacent to stairs shod have Fre Blocking installed a jacent to the stringers. = D"*- Y 7. Any I'Icbility by Carroll Designs either assumed or impi'ied shall be __ limited to the cost of the Design/Drafting Fee for this projec only. A - 2 C H these crawings are copied and used for any project other an that R!GHT E r VA'Tfisted in tie title block, this w remove Carroll Designs of all I'iabiity. - 1 fi - _ SH 2OF9 206Y , 5,8,. 13.73,4" 5.0" ' 4A4* 4'2" , 11't,�4' 5.3% 3'0*' I 2'8. I 6.103/4» 6'9• ! � �--7� I 6'0' SLJD4NG SLA1FAMILY ROOM KITCHEN BREAKFAST TU. VY o a 0p1 Jif 1 zo , T ; r) _0 V N!N`.i ROOM IR v ' 2,0, 3'0•' 2'U" 41G" 6'G" 4'0• ' 4,0 66" owl So" y,0, 3,0, 3'O" 6V 1 4 0 ! 01 13'6' 3 6" 6'0" 3'6• 13 6 FIRST FLOORPLAN 1/4• TOO- _ _ .� 11'0" T0' , 8'6' , 130" 4'8' 2 4" 5'6" , 310' o WALK-IN >-- BEDROOM 4 CLOSET z • • _ o G I 4 - Ar . . •i , bCLOSE cc,; l - L Q - 26• CLOS Ln 19 60SMING 1 ' • -- c; f _ i . I CL. i I 2'4 - _ f ;cam yz' d,o" n 0 Y, BEDROOM o BEDROOM --,-2 ` I Tr , ) y,0. So I 626" 6.6 I 3.0. 6'6' 410,. , AW /�� 136 13'0" 13'6` � SECOND FLOOR PLAN .. . ... . - 4 � 0056 - —:g 1 • 24 .4. I '6" $ 2�,�. I _�----------------- - --- -----------------`---------=-------------�---- --- ----_----------------- - --- ------------------------------ _____ ______ - ----- --------- ---- ------ ------ --------- '• 1 1., �. `) - _+---- -- ----- -- ---T _—`.c ,---------------- ---- ------------------------------------- - - - _ FOUNOAibN , '> ` i0'Concrete'N / eb ar .. '�► ; ,; 1 4 Al -mood corsuuded wcls crd o • {{ ceFr to have 5/8' e X fre ' 10 Op x 0' N Contrlol,'q 'g tyF rated Wriboad �stc�ed 1 t 1HI, 1 ; ; ; f � � r a S i 1 � •I 1 i r '► 1 ''7 �� ' � n ; � - • I I- -_- - -I -�j_ - ' �" _ �II 1i �� T 7 't ( I ! _ 1 � r r = _ -t- c r Z 3 1/2" Cb.Laity Cclunis �- L I�J l_ _�_ _► ► _.� ' c, It �trg - --- - --- - -- --- - -- -------- - ------. - -- - --- - - - - - - - -- --- - - -- -- -- -------- --- �- - ' - -- -- ------- -----------------r ; r-_----- --_--, / 1 r----------------------- - -- --- -' 1 I (p �J i i 1 FOUNDATION PLA N C ntruces °air'.ed .!;'-ce Vent 2 x 12 Rzice 8ocrd r :2 2 x o " ^ci;cr TE3 8 -� ..., 12 t ROOFING 1 Asphcit/Foerc�css Roofng &adng Paper 1/2 Plywood FLOOR 2x10016' 0.C. I 2X ',L5 Ell c--_c `?0' Over^cnc'rg Soft w/vehtsl l :coFLOOR v O aL - s .l CDBcrier - U 2 X 10 0_16' 0C. Si.ecini e, 2 x 4 0 1 O.G. InJ&5� Vcoct'Bcrrier - 1/2' Waibocrd 2 ,( .04 :6 0 / _ x6 2x6 . > Su Gcsket f I 1/2'-Gia x 12' La.Anchor Botts ; i 9 8'0' oz.(max) 3— 2 x 12 Center Bean =- FOUNDATION31/2'Dia Lady Columns t V Concrete Wali / 8'0' Poor (SEE FAN PLM FCR LOCAMIS).- q i0' top x 1'8' W Cont Footng T' Concrete"Sian 10056 6--9 Y t ., J, 112 ` 12t7CEIN4. 2 x 8 0 tis.- of - X-0 Fo ass tnsuctan i r `: 2 x o yCf. 'cera s `ruiatr,n _ - Fasc❑ - 10 Ovenccngng SOM w/vents - j -WALLPC J n - - jlLrfg,nr �arT7E:f _ - .i=tOOR She-olhing 2 x 6 0 16' OD- if 3/4' Snecihing 'r1suctim Vcpor Bcrr`es _ 2 X 10 0 16' 0f. 1/2' Wailboard . •R19 elation I S ju iuC�lu--,'Sv �i�.u:��v.ijSuCL�f6L`���S�L�°:�S1�:uJL�1S�'c,!1fL�tSL'u'22f SiSF.1�i'v`L�fL�cOlrr.�n.;� :SL-617 4 « SiL1 3 2 x 12 Center Beam - �E I - 1 - 2x6 ?T,1 2x :SKD.. r? �r ;IC di L rlth �1 JwC Fc- '7.7 -- zo ]0' Corcrete Wd 810° Pour 1 I 4' Concrete Slab _ 10'Gp.x M' W ConL FcaRN - - SECTION - FAMILY ARAG - 1/T = 1'0' 10056 7-91-. 'i 6=-91 .9940 '** I �11 Ilk' rQZ:fli'�0.9: it 0:x Z =4T-mu py ((3Nf� J0 ,9. Q 0:x Z ao csac Jow Q� 1 s 11 I I 11 I � k I i I r II iuAa�Pa�J LF 1 ( I i ► I } PSC - S �C = Z' x Z I � iII �I i - J 1 �� • (�JtCfl)'70 .9. 6 Ol z ? ar_ c.,aouraa: Qt' - (owl �'0 .9: C +� x .L L;.' au y : � �ilil � i � � l � l � ���i � ! ili-;- �-,I _ ,��►j � �� I �T I . 71 f III _ t �8 Pa t s _ � s I III { ilil LIIII , � i . i I II � � � �.� 3 A` Cn-.f L0,s CCti: p w. ACilt'.C.'1 G "fl R) -�r CC 5rfa • J . ;" � ��7CC� �OG'� t rr — xs 12x6P.T 1 x 8 resc:a - _ .. _ Cantruotm S3 Gasket With trm 1/2." Ola.x 12" La Anchor Bolts s- — $'0' O.C. (max) +. Z x 3 gilder Roof Rdters � Sof Fa `x/v,nts ! 10 ( �' 1 SOFFIT `f ��1r I•nw V i :10t/E `FN 1 or C1.1-3 3 j f�" �(., Nccd /4 ,ly'rrccd 2 x 10 R Jct 41 i 1 L .. _ � L2x104 VO.0-, 2 - 2x10'R ;tJn t _ v F1cor - 2- 2x4TopP!Ude s - D BERM. FLOOR _ C I��r FRM FLODR 1;2w = 10' lir = ,��• Corc;�i� - ! �—Gcsk�t Cf - : I' L x i l � •5 'l tv.t 16" 0_C. 10' ' oncrete WdI Sb' PC-Lr I 2x 0 - / - - 10' P x 1.8' W Cont.FooUrig 1 - 2x6P.T, 1 - 2x0- KD. . 2X Fre Slcc!k*rq ! Ccrii%ms S! G��e, ' ir ` 1/2' Cfa x i2 L .;�rc,for Bcits ' _ 4 8'0" 0.(--.(mcx� _ 3 - 2 x 12 t;,:nter.Becm Corc.Fdn , ' E SILL , 2- 1�oN FOR BLOCKING 1/2' = 1�aN 10 CONC. FDN. 1�2" = 1'0' 10056 9-9 / - - z I GfµORTN 1h Q A t y SS4CH7SE CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number O Date 9-(-s--c200 THIS CERTIFIES THE BUILDING LOCATED ON /,© " MAY BE OCCUPIED AS S I tJ [.le- T,4 m �y D t1v-e IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO ��� yAtiK,fF— Ilam • / - Building Inspector IAORTH � E S Town ® 4 e r .4ti over ( ® ♦ ryti.Ai No. q. 0� CoCICLA dover, Mass., �,g►-AoR4TED FPS C � H E BOARD OF HEALTH Food/Kitchen G/pp` Septic System PERMIT T ',,c BUILDING INSPECTOR THIS CERTIFIES THAT...... .�.` .......:/.. K ...J���..a� .. W� ......•••-• Foundation has permission to erect...............1..............,.:..... buildings on.........................................".,.................................... Rough� / `G4i- 3-a Yr- 91 k00A)I o?._ SAI%i o2 S+ol�� ONder Slti /e_ /2w•y%l imney to be occupied as.................. .................. ...................................................... ....................... provided that the person accepting this permit shall in every respect-conform to the terms of the application on file in Final/4/m 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. cy*a c%r ';5( /0?/;v. o PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Ra 'K61_2 PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION ST,,�ARTS ELE IGAL IN P CT ................t-W(o c' i ..... .......... BUILDING INSPECTOR n Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place.on the Premises Do Not Remove I , No Lathing or Dry Wall To Be Done FIRE DEPARTMEKT Until Inspected and Approved by the Building Inspector. Burner Street No. 11—SEE REVERSE SIDE Smoke Det.