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Miscellaneous - 31 COURT STREET 4/30/2018 (3)
31 COURT STREET 210/058.0-0002-0000.0 7 5 / Date .... .. HOFTM TOWN OF NORTH ANDOVER r O D • PERMIT FOR GAS INSTALLATION gACHUSE This certifies that . . . . � has permission for gas installation !?: `. . . ... . . . . in the buildings of . .CAI .5: . . . . . . . . . . . . . . . . . . . . at . . ��.77�. cx, .c. t�-.L p'� . . . . . . . . . . . , North Andover, Mass. Fee. . .)U Lic. No. .� :. f. . . �� . . . . . . . . . . . . . . GAS INSPECTOR Check# Z b S MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GAS FITTING City/Town: / Z&/71- Lj5)W—Y'L, MA. Date: 42 r 171 1!:�' Permit# Building Location: 3 ( �G� �T Owners Name: Y� Type of Occupancy: Commercial ❑ Educational ❑ Industrial ❑ Institutional ❑ Residential,K New:.9- Alteration: ❑ Renovation: ❑ Replacement: ❑ Plans Submitted: Yes❑ No FIXTURES W H Y = W W U m = O w W v Cn FN- O = W w OZ QQ z 0 W H z W W O Q W fn W m 0 O U) w F- Q a F- o E w x W N 0 z cn t7 w fn O W FW- O = LL W w z 9 = w � > V W z (3 J F- F- O z J 0 LL N F W W W z W >- W V) J Q Q m W O z O ~ z v o o LL 0 0 z _ O a W � > > > O BASEMENT 1 FLOOR 2 FLOOR --i'FLOOR 4 FLOOR 5TRTLOOR 6TH FLOOR VH FLOOR 8 FLOOR ' /J" Check One Only Certificate# Installing Company Name: �/11J�-„c�-/�}���'G����/y ,` orporation Address:_/��� ` City/Town: State: ❑ Partnership Business Tel: �r7��r�5 3�'l-2 Fax: 7���7 ❑Firm/Company Name of Licensed Plumber/Gas Fitter: 4471 0 INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch.142 Yes❑ No❑ If you have checked Yes,please indicate the type of coverage by checking the appropriate box below. A liability insurance policy � Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Signature of Owner or Owner's Agent Owner El Agent ❑ By checking this box❑;I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General ws. Ty a of License: By lumber Title [I Gas Fitter,Master Signature of Licensed Plumber/Gas Fitter City/Town ❑Journeyman License Number: /. -2 APPROVED OFFICE USE ONLY ❑ LP Installer A 9- e7 Date./.....9................... a f NORTH 1 3?°.,;�``°:••"o°� TOWN OF NORTH ANDOVER PERMIT FOR WIRING SACHU`� This certifies that has permission to perform ............. wiring in the building of - -�-* 1-.. .. ......................... .................................... at...S:� ...... r �'�t�i` ^.:........... .North Andover,Mass. Fee�3,7........ Lic.No��.9�/�....,.7�r—I&,— �1���t,..,.... ELECTRICAL INSPECT R Check # ` 7145 4 �7 RTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .......... ...... 7— ... .................. .................. . ............. has permission to perform .................... ............................................. wiring in the building of.......... ale le-I...ex),el&= ............................ 31 c/ 4:::�P at....................................I//2.7.......7 .............................. /? .......�.................(el�prth Andover,Mass. Fee. '�.... Lic.No....�F;X.(N�...............iM�;� Check # ILF7 ELEMi ' 7 7572 Commonwealth of Massachusetts Official Use Only Permit No. 7S /Z Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONSRev. 1/07 � ] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code( EC),52 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: (`� \3 07 City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street tuber) , (DQ Owner or Tenant C Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building Utility Util' Authorization No. - Existing Service Amps / Volts Overhead ❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Completion o the ollowin table ma be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- 0.o Emergency Lighting rnd. rnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pum Number Tons KW No.of Self-Contained Totals Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: r No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE 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 Rains andpenalties ofperjury,that the information on this application is true and complete. FIRM NAME , rz io Tv Cv4 e LIC.NO.: Licensee: Signature LIC.NO.: (If applicabl ter "exempt"in th license number line.) Bus. Tel. No.: Z U Address://�� /��_ �q/ }�,LJ /� 6 a gQ Alt. Tel. No.:9,V-yl3X�11�Y *Per M.U.L 4,s.57-61,security work requires Department of Public Safety"S" License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ F The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations U1 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information _ Please Print Le ibl Name(Business/Organization/Individual): ,/���,A�� k���✓s,ST,�} �.����� � Address: p // 3 City/State/Zip: Adl,5 e2 z�4SPhone.#: 3 _3� Z 757 Areyou an employer?Check the appropriate boa: 1.( I am a employer with 4. ❑ I am a general contractor and IFRoofrepairs project(required):. /` employees(full and/or part-time).* have hired the sub-contractorsew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. emodeling ship and have no employees These sub-contractors have working for me in any capacity. employees and have workers' emolition [No workers'comp.insurance comp.insurance.= ilding addition 3.❑ required.) 5. 0 We are a corporation and its 10.Electrical repairs or additions I am a homeowner doing all work officers have exercised their myself.[No workers'comp. right of exemption per MGL mbing repairs or additions insurance required.)t c. 152,§1(4),and we have no 12-El of repairsemployees.[No workers' her comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'con4msatian policy infonntion. t Homeowners who submit this affidavit indicating they aro doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers,comp.policy number. I am an employer that is providing workers'compensation insurance for my employees informaBelow is the poUcy and job site tion. Insurance Company Name: Z✓-G A a h S L..) Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: Attach acopy of the workers'compensation policy declaration Page(showing City/State/Zip: �/State/Zlp.�L V� g ( g the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDERminal land oties f fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investi ations of the DIA.for insurance covera a verification. I do hereby ce der the s and penalties of perjury that the information provided above i J / s true and correct r- Si lure: J Date• �/� ? d Phone#: FOther only. Do not write in this area,to be completed y city or town offlciaL n: Permit/License# hority(circle one): Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: i I Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. Occupancy and Fee Checked 013 7, BOARD OF FIRE PREVENTION REGULATIONS [Rev.9/051 (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MqC�CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: O City or Town of. NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street& Number) 2/ LEU/Lr 5-1— Owner or Tenant �¢ & f G6 h Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes No El (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service /oD Amps 120 / 2Y0 Volts Overhead 0 Undgrd ❑ No.of Meters j New Service 00 Amps /20 /Z �O Volts Overhead ❑ Undgrd/ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: - r ao Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA ,a No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- E] o.o Emergency Lighting rnd. rnd. Battery Units TI No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS �No.ofnes of Detection and No.of Switches No.of Gas Burners No. Initiating Devices 1, No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No. of Waste Disposers Heat Pum Number Tons K No.of elf-Contained Totals Detec-tion/AlertinIZ Devices r EJ No.of Dishwashers Space/Area Heating KW Local F] MunicipalConnection Other pp KW No.of Dryers HeatingAppliances Security Systems:* No.of Devices or Equivalent No.of Water K`,`, No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE 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 ams and penaltiesof er* ,that the information on this application is true and complete. FIRM NAME: LIC. NO.: �m2_ Licensee: Signature LIC. NO.: (/f applicable,y r "exempt"in the lice e number line.) Bus.Tel No.:602�,�Z-c5794 Address: /} �� /J�O�4 ki Q,1�'6 Alt.Tel. No.: 9J?e -?3 Y6`/ *Securityyst�ontractor License required for this work;if applicable,enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $p23 191ill p 7 [2 Q MORTh d i i �d d CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 312(10/19/2006) Date: July 27, 2007 THIS CERTIFIES THAT THE BUILDING LOCATED ON 31 Court Street MAY BE OCCUPIED AS Two Family Dwelling IN ACCORDANCE ATM THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: David & Path Castricone 31 Court Street -North Andover MA 01845 Building Inspector y ToNvn of ort over No. North Andover, Mass., BOARD OF HEALTH PERMI To Food/Kitchen rBUILD Septic System �. G INSPECTOR THIS CERTIFIES THAT ...... ��... �.. .. .�. . .......... .�� ....... ..:..... ... BUILDING F has permission to erect..... g � . .._..� ` . /in ttougi buildin s on...to be occu ied as...... ... .provided that the perp c pting s erm shal ' - very resp c co form tp the to soft a is on m Fl�al � ,�� � ,7 this office, and to the provisions of he Codes a ws relati t e io Alteration and Construction of Buildings in the Town of North Andover. �� �` &66-v PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMrT' EX_P1RES11N 6' ��// r ELECTRICAL INSPECTOR T�ILESS C0NS 1J.(. lel f h , 1 Q T ..Rough i.M Service �< D , OR 1 cu aer�nt `fie nixed �o. C�ccr c �z.aald�;� F' cAs INSPECTOR p � � q ire. i Rough . y Display in a Conspicuouslece on the Premises: Do Not Remove Final No Lathan or Q. WaII-To B' Doue 9 FIRE DEPARTMENT Until Inspected .and proved b : the:Buildin Ins ector. - p Y 9 P Burner4. I street No. J Smo�Ce Det.. SEES,11EVERSE: SID �L.�� 7�z?lo 7 07/13/2007 13:21 9786888476 HEALTH PAGE 01/01 NGIRT w t A P I.1 CAT'i N O G RATE OP OCCUP Y NSr�cTyoN ADDRESS/LOCATION OF Sul� pe PROPERTY: M� 'e S Parcel e� Lot Number SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION ',� CLOSING DATE ON PROPERTY:, a 5 D Y N TIG RI O GL 5 D T I ALL WORK AND Sit�NOFFB MUST 8E COMPLWD WITHIN THIS TIME FRAME. A RE. INSPECTION FEE OF TWENTY DOLLARS$20. 1 DOES NWILL 8E CHARGED IF THE sTRUcTURE OT MEET ALL APPLICABLE CODES Permit issued to: Address ] VgNED CSERVATION 2 PLANNING El DPW-WATER METER El 9/00007 SEWERIWATER CONNECTION Ej 7131 67 DW MIXT INDICATE THAT THE WATER METER HAS BBN INSTALLED PRIOR TO suMVITTAL,OF THE OCCUPANCY/INSPECTION REMEST DPW � .., . Sigriature Fite: Applicetlon for OC form revised Jan-2007 DENCO ENGINEERING STRUCTURAL ENGINEERS 148 PARK STREET NORTH READING . MA 01864 V:978.664.6733 F:978.664.9233 March 1, 2007 Mr. Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 Re: Final Structural Review 31 Court..Street, North Andover, MA,01921 Denco Engineering visited the project site on February 28, 2007 and performed a final structural review of the completed in-place building framing. Our general review included the structural framing as shown on Drawing Sheets 8 and 9 prepared by Guy Messier Residential Design, previously submitted Denco documentation (see copies attached), and additional LVL headers and pre-engineered roof/attic trusses not specifically shown on the Drawings for general structural conformance to the Massachusetts State Building Code 780 CMR, Sixth Edition. Based on the items reviewed above we conclude that the structural framing as completed in-place is in conformance with the Massachusetts State Building Code 780 CMR, Sixth Edition. Please call if you have any questions or comments regarding this letter. ♦��N O # Very Truly Yours, DENCO ENGINEERING 66a� o STRUCTURALffamztm ^ SBIOR 4i% Daniel W. Smith, E.I.T. Kenneth Dennison, P.E. Project Engineer Chief Engineer Attachments: Denco Letter and Calculations Denco Field Report and Sketches Denco Calculations C.\Documents and Settings\Dan\Desktop\LTR030107-31 Court Stdoc DENCO ENGINEERING STRUCTURAL ENGINEERS 148 PARK STREET NORTH READING , MA 01864 V:978.664.6733 F:978.664.9233 March 10, 2006 David and Patti Castricone 7 Hillside Road Boxford, MA 01921 Re: 31 Court Street, North Andover, MA 01921 General Structural Design Review Denco Engineering reviewed Drawing Sheets 1 9 prepared by Guy MessierResidential Design dated 12/26/05 for general structural conformance to the Massachusetts State Building Code 780 CMR, Sixth Edition. Our general review included the foundations and structural framing as shown on Drawing Sheets 8 and 9. Additionally, we specifically reviewed and performed calculations (see attached)for the engineered wood beam and steel beam shown on the Drawings. Based on the items reviewed above we conclude that the structural design as shown on the Drawings is in conformance with the Massachusetts State Building Code 780 CMR, Sixth Edition. Please call if you have any questions or comments regarding this letter. �zrt� v�has X NNETH, Ory. Very Truly Yours, DENCO ENGINEERING y //�/ C��96rZ v Daniel W. Smith, E.I.T. Kenneth Dennison, P.E. Project Engineer Chief Engineer C:\Documents and Settings\Owner\Locat Settings\Temporary Internet Files\Content.IE5\MWSJHICL\LTR031006-31 Court St.doc DENCO ENGINEERING Title: Castricone Residence Job#018-06 Structural Engineers Dsgnr: DWS Date: 7:04AM, 10 MAR 06 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,MA 01864 r Rev:580004 Page 1 User.KW-0605924.Ver 5.8.0,1-Dec-2003 General Timber Beam (c)1983-2003 ENERCALC Engineering Software 01806 31 COURT ST.ECW:Calculations , Description (2)- 1 3/4"x 16"LVL 2nd Floor Beam General Information Code Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Section Name MicroLam:3.5x16 Center Span 13.00 ft . ....Lu 1.33 It Beam Width 3.500 in Left Cantilever ft ... . .Lu 0.00 ft Beam Depth 16.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist-MacMillan,MicroLam 2.0E E Bm Wt.Added to Loads Fb Base Allow 2,925.0 psi Load Dur.Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin-Pin Fc Allow 750.0 psi Wood Density 35.000pd E 2,000.0ksi Full Length Uniform Loads , Center DL 505.00#/ft LL 1,026.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span=13.00ft,Beam Width=3.500in x Depth=16.in,Ends are Pin-Pin Max Stress Ratio 0.902 : 1 Maximum Moment 32.6 k-ft Maximum Shear* 1.5 12.0 k Allowable 36.2 k-ft Allowable 16.0 k Max.Positive Moment 32.63 k-ft at 6.500 It Shear. @ Left 10.04 k Max.Negative Moment 0.00 k-ft at 13.000 ft @ Right 10.04 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.209 in Max.M allow 36.19Reactions... @ Right 0.000 in fb 2,622.05 psi fv 215.14 psi Left DL 3.37 k Max 10.04 k Fb 2,908.39 psi Fv 285.00 psi Right DL 3.37 k Max 10.04 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.139 in -0.415 in Deflection 0.000 in 0.000 in ...Location 6.500 ft 6.500 ft ...Length/Defl 0.0 0.0 ...Length/Deft 1,118.4 375.52 Right Cantilever... Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.209 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 21.207 Le 2.739 ft Sxx 149.333 in3 Area 56.000 in2 Cf 1.000 Rb 6.553 Cl 0.994 Max Moment Sxx Read Allowable fb @ Center 32.63 k-ft 134.63 in3 2,908.39 psi @ Left Support 0.00 k-ft 0.00 1n3 2,925.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,925.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 12.05 k 12.05 k Area Required 42.274 in2 42.274 in2 Fv:Allowable 285.00 psi 285.00 psi Bearing @ Supports Max.Left Reaction 10.04 k Bearing Length Req'd 3.825 in Max.Right Reaction 10.04 k Bearing Length Req'd 3.825 in ' Y + DENCO ENGINEERING Title: Castricone Residence Job#018-06 Structural Engineers Dsgnr. DWS Date: 7:04AM, 10 MAR 06 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,MA 01864 iRe-v-980-004-- Page 2 User.KW-0605924,Ver5.8.0,1-Dec-2003 General Timber Beam 01B-0631 COURT ST.EMcalculations (c)1983-2003 ENERCALC Engineering Software Description (2)- 1 3/4"x 16"LVL 2nd Floor Beam Sketch 84 Diagram 32.63 29.3 rrTrrT1 ++ i -�T ...'+ 28.10 ----�' 15ttttl t1t 1 hitt 111 / 111111 i 15311 22.84 .---�-_- � 9.79 E 6.53 MO 3.26 q9111" 32A-R It Bel1+1111+)h�+tIi181+TS2'S6 3.88 .17 9.47 .78 9.08 1 .39 14.e9 13.0 Dmax=-0.415m Location (ftl 10.04 Rmax=lO.Ok F_--. ------I____- Rmax=10.Ok Vmex@left=lO.Ok Vmax(d n=tO.Ok 502 3.35 - _.------- s, - - -2.49 - vl s y _ -7.47' - r' i -9.86 i--'----} _x- a 125 2.55 3.86 5.17 6.47 7.78 9.08 10.39 11.69 '13.0 Be.uu SI1e.l1 Location fftl OA0 •0.14.._. ._�._-.--5--...�..___-�-_--_. -0.42 Ueflec int+ 125 2.58 3.86 597 6.117 7.78 9.0810.39 11.69 13.0 Location fftl DENCO ENGINEERING Title: Castricone Residence Job#018-06 Structural Engineers Dsgnr: DWS Data: 7:04AM, 10 MAR 06 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,M_ A 018.64 Rev: 580006 Page 1 User:KW-0605924,Ver 5.8.0,1-Dec-2003 Steel Beam Design (c)1983-2003 ENERCALC Engineering Software 9 01806 31 COURT ST.ECW:Calculations Description W12x30 Garage Beam General information Code Ref:AISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 Steel Section : W1 2X30 Fy 50.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 22.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 1.33 ft SI tributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.300 k/ft LL 0.450 k/ft ST k/ft Start Location ft End Location ft Summary Beam OK Static Load Case Governs Stress Using:W12x30 section,Span=22.00ft, Fy=50.Oksi End Fixity= Pinned-Pinned,Lu=1.33ft,LDF=1.000 Actual Allowable Moment 47.181 k-ft 106.150 k-ft Max.Deflection -0.596 in ib:Bending Stress 14.668 ksi 33.000 ksi Length/DL Defl 1,048.1 :1 fb/Fb 0.444 :1 Length/(DL+LL Defl) 443.3 :1 Shear 8.578 k 64.168 k fv:Shear Stress 2.674 ksi 20.000 ksi fv I Fv 0.134 :1 Force&Stress Summary «_These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL LL+ST Maximum Only Center Center Cants Cants Max.M+ 47.18 k-ft 19.96 47.18 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 8.58 k 3.63 8.58 k Shear @ Right 8.58 k 3.63 8.58 k Center Defl. -0.596 in -0.252 -0.596 -0.596 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 8.58 3.63 8.58 8.58 k Reaction @ Rt 8.58 3.63 8.58 8.58 k Fa caldd per Eq.E2-1,K'Ur<Cc I Beam Passes Table B5.1,Fb per Eq.F1-1,Fb=0.66 Fy r DENCO ENGINEERING Title: Castricone Residence Job#018-06 Structural Engineers Dsgnr: DWS Date: 7:04AM, 10 MAR 06 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,MA 01864 i-Rev s960 s- - - --- - - - Page 2 j User:KW-0605924,Ver 5.8.0,1-Dec-2003 Steel Beam Design 018-06 31 COURT ST.ECW:Calculations (c)1983-2003 ENERCALC Engineering SoRware , Description W12x30 Garage Beam Section Properties W12X30 Depth 12.340 in Weight 29.86 Wit Web Thick 0.260 in lxx 238.000 in4 Width 6.520 in lyy 20.300 in4 Flange Thick 0.440 in Sxx 38.600 in3 Area 8.79 int Syy 6.240 in3 Rt 1.730 in R-xx 5.210 in Values for LRFD Design.... R-YY 1.520 in 1 0.460 in4 Zx 43.100 in3 Cw 719.00 in6 ZY 9.560 in3 K 0.740 in Sketch&Diagram 47.18, 42.40 37.75 - ---- r1� 33.03 -- Y 28.31 23.59 _I 18.87 9 44 E 4.72 0 Beu+liuq u12 4.33 esi 8.75 tD.9e .18 15.37 ,ass 19.79 iz.D Location (ft) rm - _ ------- -� Mmax=472k-ft 5.72 ^i Dm =-0596in 4.28 v O_� Rmax=8.579k Rmax=8.578k a j Vmax @ left=8.57ak Vmax @ K=8.5 as` -2' ar -425 - N -_-- p 2.12 4.33 6.54 8.75 1'.98 13.16 15.37 17.58 10.79 22.0 B$dlll SI12.11 Locailon (ft) -0D7 -0.13 .. -4---t- k r.-02(1}- -0.33 o -D.40 - ta -0.48 0.53 -0.80QQ - --';- - -- ' - - [lefl@CTIOU 2.121.33 8.54 8.75 10.98 13.16 15.37 17.58 18.79 22.0 Location (ft) DENCO ENGINEERING STRUCTURAL ENGINEERS 148 PARK STREET NORTH READING , MA 01864 V.978.664.6733 F:978.664.9233 ENGINEER'S FIELD REPORT TO: GERALD BROWN,INSPECTOR OF BUILDING FROM: DANIEL W.SMITH SUBJECT: 31 COURT STREET,NORTH ANDOVER,MA DENCO JOB NO.018-06 CONTRACTOR: GARY LISS(GENERAL CONTRACTOR) DATE: OCTOBER 30,2006 WEATHER: ±50°F, PARTLY CLOUDY SKY'S CC: PROJECT FILE Work in progress observed: 1. Engineer arrived on job site at approximately 9:00 am and toured the project site with Contractor. 2. Engineer observed that Contractor was in process of completing, or has completed, the following structural items: Foundations • Contractor has completed initial excavation for new foundations to be placed for addition off of rear and left side of existing house. Final excavation and preparation of trenches for foundations will begin today and will progress forward in stages where only portions of the excavation and foundations will be completed at each stage. Following each foundation concrete placement the completed portions of the foundation will be partially backfilled this staged approach will allow for proper stockpiling and erosion control of excavated materials. • The completed foundations will vary slightly from the layout and details presented on the Drawings to accommodate latent unforeseen field conditions. Refer to attached sketches for specific details of these variations. c:\documents and settings\user1\desktop\fp103006-31 court stdoc Second Floor Addition The structural framing for the second floor addition on top of the existing house is complete. Structural items above observed by Engineer at time of site visit were in conformance with the Construction Documents prepared by Guy Messier Residential Design and Denco Engineering. Engineer takes no exception to work in process or completed at time of site visit. 3. Engineer completed tour of work in progress and left job site at approximately 10:00 am. PT 2x6 SLEEPERS RIPPED TO FIT @ 16" O.C. PT 2x10 JOISTS @ 16" O.C. SIMPSON H1 TIE @ •. EACH JOIST #5 DOWELS VERT. PT 2x4 SILL @ 12"O.C. DRILL /2' O ANCHOR 6" AND EPDXY INTO (E) BOLTS @ 32" O.C. .d FOOTING d.. .d GRADE CONTINUOUS FROST WALL W/#5 HORIZ. d @ 12" O.C. #5 DOWELS VERT. d . @ 12" O.C. . a a CONTINUOUS FOOTING Co n a W/(3)-#5 BOTT. L.W. v • 2'-0" (E)/NEW FOUNDATION SECTION 1 SCALE:1"=V-0" S K-1 PROJECT NAME: PROJECT NUMBER: SHEET NUMBER DENCO ENGINEERING 018-06 Structural Engineers CASTRICONE RESIDENCE DATE: 148 PARK STREET PROJECT ADDRESS: 10/30/06 SK� l NORTH READING, MA 01864 31 COURT STREET BY: V: 978.664.6733 F: 978.664.9233 NO. ANDOVER, NIA DWS PT 2x10 JOISTS @ 16" O.C. EXTEND SHEATHING DOWN TO MIDDLE OF BEAM (3)- 13/"x 16"x CONTINUOUS LVL BEAM WRAPPED W//2" PT PLYWOOD SIMPSON CB66 CONNECTOR @ EACH PIER (3)-#4 TIES @ 3" O.C. @ GRADE SIMPSON CB66 CONNECTOR 16" SQ. PIER W/(4)-#5 VERT. AND#4 TIES @ 12" O.C. d a (4)-#5 DOWELS VERT. ' 4 3'-6" x 3'-6"x 12" FOOTING d °d W/(3)-#5 BOTT. E.W. d 3'-6"SQUARE PIER FOUNDATION SECTION 1 SCALE:1"=1'-W SK-2 PROJECT NAME: PROJECT NUMBER SHEET NUMBER DENCO ENGINEERING 0 18-06 Structural Engineers CASTRICONE RESIDENCE DATE: 148 PARK STREET PROJECT ADDRESS: 1 0/30/06 SKm2 NORTH READING, MA 01864 31 COURT STREET BY: V: 978.664.6733 F: 978.664.9233 N0. ANDOVER, MA DWS (3)- 13/4"x 16"x CONTINUOUS LVL BEAM WRAPPED W/1/2" PT PLYWOOD ° SIMPSON CB66 CONNECTOR @ EACH PIER (3)-#4 TIES @ 3"O.C. @ GRADE SIMPSON CB66 CONNECTOR 16" SQ. PIER W/ (4)-#5 VERT. AND#4 TIES @ 12" O.C. a• d a (4)-#5 DOWELS VERT. a 3'-6"x 3'-6"x 12" FOOTING °d W/(3)-#5 BOTT. E.W. . a. d .Q Q d. 4 4. a 3'-6"SQUARE PIER FOUNDATION ELEVATION 1 SCALE:1"=T-0" SK-3 PROJECT NAME: PROJECT NUMBER: SHEET NUMBER DENCO ENGINEERING 018-06 Structural Engineers CASTRICONE RESIDENCE DATE: 148 PARK STREET PROJECTAMRESS: 10/30/06 SK�3 NORTH READING, MA 01864 31 COURT STREET BY: V: 978.664.6733 F: 978.664.9233 NO. ANDOVER, MA DWS a-,:.�-_.��w' .��� .�'�' a��, .:.::::_:_-::_.. :,,,,plc•-,�.:� � -:.�.,,,�_.� `T�:�_.._ olop - dh r-POP."-- 'S. /1'th16n i i�0;ly lir .nam••'7rtsy_ X15 a� ..-.....'�C1��=.__ 3 a:ra.���:._-. ---,_W®�1--c,�T�ryu..-:_:- -- �'1�'3�i�i't�►�'1h`1�1' Ziac► DENCO ENGINEERING STRUCTURAL ENGINEERS 148 PARK STREET NORTH READING , MA 01864 V:978.664.6733 F:978.664.9233 Structural Calculations as per Commonwealth of Massachusetts State Building Code 780 CMR- 6t' Edition For Residential Engineered Wood & Steel Beams 31 Court Street North Andover, MA March 10, 2006 (Revised January 3, 2007) Prepared By: Daniel W. Smith, E.I.T. Reviewed By: L KENNETH S DENNISON � ko.8889 �'-e ® S +r Efs'ON1lE� Kenneth Dennison, P.E. DENCO ENGINEERING Title: Castricone Residence Job#018-06 Structural Engineers Dsgnr: DWS Date: 2:0613M, 3 JAN 07 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,MA 01864 Page 1 ( User.KW-0605924,Ver 5.8.0,1 Dec 2003 General Timber Beam 018-06 31 COURT ST-ECW:Calcula6ons (x)1963 2003 ENERCALC Engineering SoHware Description Alt. (3)- 1 34'x 16" LVL 2nd Floor Beam General Information Code Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Section Name MicroLam:5.25x16 Center Span 18.00 ft .....Lu 1.33 ft Beam Width 5.250 in Left Cantilever ft ... ..Lu 0.00 ft Beam Depth 16.000 in Right Cantilever It . ....Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist-MacMillan,Microl-am 2.0E E Bm Wt.Added to Loads Fb Base Allow 2,925.0 psi Load Dur.Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin-Pin Fc Allow 750.0 psi Wood Density 35.000 pct E 2,000.0 ksi Full Length Uniform Loads Center DL 375.00#/ft LL 705.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span=18.00ft,Beam Width=5.250in x Depth=16.in,Ends are Pin-Pin Max Stress Ratio 0.818 : 1 Maximum Moment 44.6 k-ft Maximum Shear* 1.5 12.7 k Allowable 54.5 k-ft Allowable 23-9 k Max.Positive Moment 44.57 k-ft at 9.000 ft Shear. @ Left 9.90 k Max.Negative Moment 0.00 k-ft at 0.000 ft @ Right 9.90 k Max @ Left Support 0.00 k-ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.391 in Max.M allow 54.47Reactions... @ Right 0.000in fb 2,387.51 psi tv 151.39 psi Left DL 3.56 k Max 9.90 k Fb 2,918.01 psi Fv 285.00 psi Right DL 3.56 k Max 9.90 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.261 in -0.725 in Deflection 0.000 in 0.000 in ...Location 9.000 ft 9.000 ft ...Length/Deft 0.0 0.0 .--Length/Defl 828.9 297.85 Right Cantilever... Camber(using 1.5"D.L.DO)... Deflection 0.000 in 0.000 in Center 0.391 in ...len h/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 21.207 Le 2.739 ft Sxx 224.000 in3 Area 84.000 in2 Cf 1.000 Rb 4.369 Cl 0.998 Max Moment Sxx Redd Allowable fb @ Center 44.57 k-ft 183.28 in3 2,918-01 psi @ Left Support 0.00 k-ft 0.00 in3 2,925.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,925.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 12.72 k 12.72 k Area Required 44.619 in2 44.619 in2 Fv:Allowable 285.00 psi 285.00 psi Bearing @ Supports Max.Left Reaction 9.90 k Bearing Length Req'd 2.515 in Max.Right Reaction 9.90 k Bearing Length Req'd 2.515 in DENCO ENGINEERING Title: Castricone Residence Job#018-06 structural Engineers Dsgnr: DWS Date: 2:06PM, 3 JAN 07 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,MA 01864 i"Rev: 580004 - - Page 2 User.KW-0605924,Ver 5.8.0,1-0ec 2003 General Timber Beam 018-06 31 COURT ST.ECW:Calculalions (c)l983-2003 ENERCALC Engineering Software Description Alt. (3)- 1 3/4"x 16"LVL 2nd Floor Beam Sketch&Diagram 44.67-- 40.11 1a4 `4�i/{r i f TTj.i' ..t.. f i i i' � 10809M 35.85 i /.. /1 t t IT 1 1 i 11 1 i. 1 1 11 11 3120 - 4 s 26.74 22.28 - V 83 _ 13.37 '--"{ 8.91 4.48 9 MMa`_44'6`-fl Be11�t11�J�stAl/ieuts 8.54 5.35 f.18 8.98 .77 1 .58 1d.39 16.19 16.0 Dmax--0.725in Location fftl 9.9D Rm9x=9.9k MY= 9.9k 825 BAD Vmax @ te0=9.9k Vmax a rt=9.9k 4.95 a -2.48 -7.37 -9.82 ___A- 1.73 _9 73 3 5.35 *.18 8.98 10.77 1258 11.39 16.19 18.0 Beale6ea1 Location fftl .-__`-- •0.06 •0.24 y -0.561 o •0.841--.. 73 [Feflec°iou 1.73 3.51 5.35 1.10 8.98 10.77 12.58 14.39 18.19 18.0 Location (ft) DENCO ENGINEERING Title: Castricone Residence Job#018-06 Structural Engineers Dsgnr: DWS Date: 2:07PM, 3 JAN 07 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,MA 01864 7 Rev: 580004 Page 1 User:KW-0605924,Ver 5.8.0,1-0ec-2003 General Timber Beam 018-0631 COURT ST.ECW:Calculations I (c)1983-2003 ENERCALC Engineering Software Description Alt- (2)- 1 3/4"x 18" LVL 2nd Floor Beam General Information Code Ref 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Section Name MicroLam:3.5x18 Center Span 18.00ft .....Lu 1.33 ft Beam Width 3.500 in Left Cantilever ft ... ..Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist-MacMillan,Microl-am 2.0E E Bm Wt.Added to Loads Fb Base Allow 2,925.0 psi Load Dur.Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin-Pin Fc Allow 750.0 psi Wood Density 35.000pcf E 2,000.0ksi �Full Length Uniform Loads - -._---- -J----_-_ -------� Center DL 375.00#/ft LL 705.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span=18.00ft,Beam Width=3.500in x Depth=18.in,Ends are Pin-Pin Max Stress Ratio 0.969 : 1 Maximum Moment 44.4 k-ft Maximum Shear1.5 12.4 k Allowable 45.8 k-ft Allowable 18.0 k Max.Positive Moment 44.36 k-ft at 9.000 ft Shear: @ Left 9.86 k Max.Negative Moment 0.00 k-ft at 0.000 ft @ Right 9.86 k Max @ Left Support 0.00 k-ft Camber. @ Left 0.000in Max @ Right Support 0.00 k-ft @ Center 0.406 in Max.M allow 45.77Reactions... @ Right 0.000 in fb 2,816.52 psi fv 197.16 psi Left DL 3.51 k Max 9.86 k Fb 2,906.07 psi Fv 285.00 psi Right DL 3.51 k Max 9.86 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.271 in -0.760 in Deflection 0.000 in 0.000 in ...Location 9.000 ft 9.000 ft ...Length/Defl 0.0 0.0 ...Length/Deft 797.1 284.05 Right Cantilever... Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.406 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Catcs --- ----- ----- ------ --____.__._._.� Bending Analysis Ck 21.207 Le 2.739 ft Sxx 189.000 in3 Area 63.000 in2 Cf 1.000 Rb 6.951 CI 0.994 Max Moment Sxx Read Allowable fb @ Center 44.36 k-ft 183.18 in3 2,906.07 psi @ Left Support 0.00 k-ft 0.00 in3 2,925.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,925.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 12.42 k 12.42 k Area Required 43.582 in2 43.582 in2 Fv:Allowable 285.00 psi 285.00 psi Bearing @ Supports Max.Left Reaction 9.86 k Bearing Length Req'd 3.755 in Max.Right Reaction 9.86 k Bearing Length Req'd 3.755 in • DENCO ENGINEERING Title: Castricone Residence Job#018-06 Structural Engineers Dsgnr: DWS Date: 2:07PM, 3 JAN 07 Description:Renovations and Addions to Existing Single Family Residential 148 Park Street Scope: Design Steel and Engineered Wood Beams North Reading,MA 01864 Rev: 580004 _ -- - --- -- Page 2 User:KW 0605924,Ver 5.8.0.1Dec-2003 ware General Timber Beam 018-06 31 COURT ST.EMCalculations (c)19B3-2003 ENERCALC Engineering SaR Description Alt. (2)- 1 314"x 18" LVL 2nd Floor Beam Sketch Diagram 44.36 t---•---T__L 3 39.92 -----�---- `�T T� 1I TTf( 35.49 1qtiitii/i ti/ittii7 i1 iiii t...T T t 10806lft 31.05 Y 28.02 '- --- 22.15 -17.74 1= 13.31 E 8.87 4.44 i 1 Tax=44.4k-ft Bell+lll+)�t _73 '51 3'35 7.16 $.98 16.77 1'1.58 'Fd.39 1 .19 1$.0 Dmax=-0.760in LCll Location rm 9.ee Rmax=9.9k Rmax=9.9k 8.57 Vmax rt 9.9k 4.93 Vmax�lett=9.9k � 3.29 - 1.04 0.0 i `m•2.44 -!-j-- f �-�'- t -4.89 -7.33 re a 173 3.51 5.35 7.16 8.95 10.77 12.58 16.39 18.19 16.0 Be.l it ;Iae.11 Lavation rftl OAO , -0.08 - 0.17 - 1...._.....i. _...--' -0.25 a- - -�..-0.34 42ir., •0.76; --#-_-{.__._._ --- _-- - --- Cteflec�i+tu 1.73 3.51 5.35 .16 .96 10.77 12.58 11.3916.19 16.0 Location rm Date. V40RT TOWN JF NO ANDOVER P 0 I.- _.F2 PLUMBING PERMIT R ,SSACNUS This certifies that . . . . . . . . . . . . . . . . has permission to perform . . . . . ... .. .. . . . . . . . plumbing in the buildings of . . . . . . . . . . . . . . . . . . . . .. North Andover, Mass. Lic. No:. . .. . . . . . . . . . . PLUMBING INSPECTOR Check 7237 \ MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) / A 7 NORTH ANDOVER,MASSACHUSETTS qq Date / Building Location C 0yV T s Owners Name DAvt D � OSl y-(` Ccre- Permit# 3 Amount Type of Occupancy ( , t-C-- New Renovation Replacement 0 Plans Submitted Yes No FIXTURES stseflvllc M ZIP d a a Gln KDM 3 5 4M ERWDW SQA FUM 61H FUM 71H FUM MHffR (Print or type) (� n Check one: Certificate Installing Company Name dlLLI t Corp. Address 64-e—1p C' — Partner. Business Telephone (903 63 S - 113 b 0—Firm/Co. Name of Licensed Plumber. _ Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policyOther type of indemnity El 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 El Agent 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 Massafic,6 Stlite Plumkng Code V4Chapter 142 of the General Laws. By: J.igna o wens um er Type of Plumbing License Title Z( ? City/Town icense um Master1-3 Journeyman APPROVED(OFFICE USE ONLY u Date. .. . .. . . .. . . . .. ..... VAORTH Of TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION 1SSACNUS This certifies that . . . . . . . . . . . . . . . . . . . has permission for gas installatin in the buildings of . . . . . . . . . . . . . . . . . . . . at ... . . . . ... . . . .. North Andover, Mass. Feel'. . . . . Lic. . . . . . . . . . . . GAS INSP, Check# 5867 MASSACHUSETTS UNIFORM APPUCATON FOR PERNIIT TO DO GAS FITTING (Type or print) Date 0'7 NORTH ANDOVER, MASSACHUSETTS Building Locations C olt S Permit# 7 Amount$ Owner's Name DA New Renovation D Replacement Plans Submitted I t co� v z F a w w 64 p m z o w Q ¢ x z Z o z w C7 w d F v� cC > C7 F Z F z x R: W Cw7 > O W F W Z ¢ w ¢ a F" > m z O z ¢ w > w z ¢ x ¢ ¢ o o w a z x o x w 3 c o a v a > c a F o SUB-BASEM ENT BASEMENT a. 1ST. FLOOR 2ND . FLOOR 3RD . FLOOR 4TH . FLOOR ✓ 5 T H . F L O O R 6TH . FLOOR 7TH F L O O R Al I 8 T H . F L O G R aor type) (t _ �� n�� Check one: Certificate Installing Company Nme P per) f` Corp. R Address r a ' 0 Partner. t l 03C,7� Business Telephone 6,3s,- f 9 3 Firm/Co. Name of Licensed Plumber or Gas Fitter ��� % INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ©/ NoO If you have checked yes,please indicate the type coverage by checking the appropriate box. Liability insurance policy D� Other type of indemnity 0 Bond Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner 1:3 Agent 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 perfgrmed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massach eapter 142 of th neral Laws. Signature of Licensed Plumber Or Gas Fitter By. Plumber Z1 �� Title City/Town D Gas Fitter License Number H-;O'Mmeyman APPROVED(OFFICE USE ONLY) , h.'rt+GGY-IN�r II �D��1PobS - - 1' — e��•T,w bb - i f - • I �w Irk UTA Eg ILI 4 it D� fi- A. • - ,.o.o. GUY MESSIER RESIDENTIAL DESIGN s _ 978.664-0161 148 Park Street W.62•North Reading.MA 01864 rall J j M law W 1�I Lrlp 41 • t 1117 tIrME1 S tr 0 -o•N. ow J �� to caoG 4. �T 6 J - SC- ' r -_---_--- --- —---... — —.._....- �A T1M 6Pe1C1' O 44 ;1 4A�L � ll11 J s.9L J d' � * �t,�x0l 4rty bc�R-• -- -� - I I� I 3 I - ° 3!0 I 10 GUY MESSIER RESIDENTIAL DESIGN •"•'`C f � 3�.»Y,t3�1R,ea�fr.AeXr+hul+tlACt�.w�lt►tl 978.664-0161 148 Park Street•Rt.62•North Reading,MA 01864 -. �W-bL'GIANbANoA'�TA t56v1'ck:lt�a'0 3 ' -l�Gr 01.0 111-0'� Lsk Illo''� o tou l Ln to q -wAt1.IL':afl � mow. _# .-._.:� q 0 19 O Fly F2F !1- o s 0 vPTO JJ � s6 aZt�c. =y tf.t," tt�-a" gLto`� �slbu �o'"t. lA1.o� I,o�c� o�o� 1LbW-w �el.pr 4'LL OIL ' 0958 d GUY MESSIER RESIDENTIAL DESIGN '""I . 978-664-0161 148 Park Street 9 Rt.62•North Reading.MA 01864 t, N \►Co wall Mm ' 11i�Ce�1G,Q�P�V+�j`aa� -12r csac.Y/ee.brulla i �°�` �.- t a� vw J M) tae �iaw fg ` �I � s � -ttf���RhdZro �p�1G �� s ... tom►�4 CA 6 G• ti WI fi I a I =, s4 4VGq�•� u? I `t715C-1G- .9 b 3. .fi�ti.l.l�SL .,1., �Ntr-vf_ 2tLol t b1-o N - 1'i1-off t ©1I RA�l 14'-4-0 job no. GUY MESSIER RESIDENTIAL DESIGN- •""` 08-664-0161 148 Park Street•Rt.62*North Reading,MA 01864 ilil i i i { t j 12 �lo All j j _-..46 - V'&r— I rTTTFl rTFl nn zt+tti L1 L1 i i ti i 3 i 1 i i 's �oe558 d• GUY MESSIER RESIDENTIAL DESIGN 8-664<?101 148 Park 4t{eet Rf.62 i _ NWh Reading.Nw 01864 �� i I j I i j t� I to I Id POW I job no. • de GUY MESSIER RESIDENTIAL DESIGN 978-664.0161 148 Park Street o Rt.62*North Reading,MA 01864 t, i i y -.1lf4YTi0�i. 46 ILk 10 11 jr .4 ... .... ..... — R'v_ pq Lt\141 mo no.. GUY MESSIER RESIDENTIAL DESIGN 978-664-0161 148 Park Street 9 Rt.62•North Reading,MA 01864 1 �s=ices t�Mc.c. �b 6 0 z a tow* � —� o r 44 iiiiiiiiiiiiiiiiiiiilm to 4�x�weaw►. �actc��3.asrts.=�cr.o.a. eacr . --�f�u-ctKcr ,•e... . - l_x�,c� rrts.4tao.-��s.t�ttk�P IN--� a•c �G[�og.4ftKc�s vibtyt:M�NV�FAC•'L(JtAEfj�S �Mt " $ GUY MESSIER RESIDENTIAL DESIGN 978-664-0141 148 Park Street•Rt.62•North Reading,MA 01864 �` U V6 s --Ila ' aP tN �t1., µ YL -$FCAUP l:U*ttiaus- +a1F•T— -4=4.. %paver, 1410`" •Qac.- Igo 4�-ou tiro �+ W-e -ea,wv i- &Ob0,S-ML W41G lei u 110 uwl. VL r7R - _- GLJY MESSIER RESIDENTIAL DESIGN '"'•'( 978.664-0161. 148 Park Street*Rt.62•North Reading,MA 01864 I PT 2x6 SLEEPERS RIPPED TO FIT @ 16"O.C. EXTEND SHEATHING DOWN TO MIDDLE OF BEAM PT 2x10 JOISTS @ 16'O.C. (3)-1%"x 16"x CONTINUOUS PT LVL BEAM PT 200 JOISTS @ 16'O.C. SIMPSON H1 TIE @ EACH JOIST ° (3)-1%4 x 16"x CONTINUOUS PT LVL BEAM ° SIMPSON LU210 JOIST PT 20 SILL HANGER @ EACH JOIST M"0 ANCHOR BOLTS @ 32-O.C. 6" #5 DOWELS VERT. SIMPSON CB66 CONNECTOR SIMPSON CB66 CONNECTOR - @ 12"O.C.DRILL GRADE AND EPDXY INTO(E) GRADE GRADE @ EACH PIER @ EACH PIER - -- -- .. --- - -- " - -- FOOTING (3)-#4 TIES @ 3'O.C.@ (3)-#4 TIES @ 3"O.C.@ SIMPSON CB66 CONNECTOR SIMPSON CB66 CONNECTOR CONTINUOUS FROST 1Y 0 PIER W/(4)-#5 VERT. 12"0 PIER W/(4)-#5 VERT. WALL W/#5 HORIZ. AND#4 TIES @ 1Y O.C. AND#4 TIES @ 12"O.C. @ 12"O.C. (4)-#5 DOWELS VERT. - (4)-#5 DOWELS VERT. #5 DOWELS VERT. @ 12"O.C. T-6'x 3!-6"x 17 FOOTING 3'-6"x 3'-6"x 12"FOOTING W/(3)-#5 BOTT.E.W. WI(3)-#5 BOTT.E.W. CONTINUOUS FOOTING _ W/(3)-#5 BOTT.L.W. ' 3'-6"SQUARE 2'-0" 3'-6SQUARE PIER FOUNDATION ELEVATION 1 PIER FOUNDATION SECTION 1 (EYNEW FOUNDATION SECTION SCALE V=1r-W SK-3 SCALE:1-=1•.0• SK- scuE:1=r4" SK-1 DENCO ENGINEERING DENCO ENGINEERING , eer•.uste DENCO ENGINEERING CASTRICONE RESIDENCE 018-06 CASTRICONE RESIDENCE 018-06 CASTRICONE RESIDENCE 018-06 Structural Engineers ,. Structural Engineers Structural Engineers 148 PARK STREET -" -- - - 09/11/06, SK-3 148 PARK STREET 09/1 1/06 S K 2 148 PARK STREET - 09/11/06 SKo-1 NORTH READING,MA 01864 31 COURT STREETNORTH READING,MA 01664 31 COURT STREET - NORTH READING,MA 01864 31 COURT STREET V:978.664.6733 F:978.664.9233 NO.ANDOVER,MA DWS V:978.664.6733 F:978.664.9233 NO.ANDOVER,MA D1I11S V:978.664.6733 F:978.664.9233 NO.ANDOVER,MA pWs 't 10b a0 a� GUY MESSIER RESIDENTIAL DESIGN "heat 978-664-0161 148 Park Street 9 Rt.62•North Reading,MA 01864 �l" Town of North Andover Town Clerk Time Siam Office of the Zoning Board of Appeals i= Community Development and Services Divisi RcCCI�/EL? k 'r 400 Osgood Street ,sJ�cNusat North Andover, Massachusetts 01845 2006 APR —4 Aft a' S9 Gerald A. Brown Telephone (978)688-9541 Inspector of Buildings Fax (978)688-9542 T CIN 01 s' MASSA 'HU 4 Y. Any appeal shall be filed within Notice of Decision (20)days after the date of filing Year 2006 of this notice in the office of the Town CIerk,per Mass. Gen.L.ch. 40A, §17 Property at: 31 Court Street NAME: David Castricone HEARING(S): March 14,2006 ADDRESS: 31 Court Street PETITION: 2006-004 North Andover.MA 01845 TYPING DATE: March 23.2006 The North Andover Board of Appeals held a public hearing at its regular meeting in the Town Hall top floor meeting room, 120 Main Street.North Andover.MA on Tuesday,March 14,2006 at 7:30 PM upon the application of David Castricone,31 Court Street(Map 58,Parcel 2).North Andover requesting a dimensional Variance from Section 7,Paragraph 7.3 and Table 2 of the Zoning Bylaw for relief of the front and left side setbacks in order to build a 2°d story over a 2-car garage and a single story rear addition,and for a Special Permit from Section 4,Paragraph 4.122.14c for a 2°d dwelling unit and Section 9,Paragraphs)9.2 of the Zoning Bylaw in order to extend a pre-existing, non-conforming structure on a pre-existing, non-conforming lot. Said premise affected is property with frontage on the West side of Court Street within the R-4 zoning district. Legal notices were sent to all names on the abutter's list and were published in the Eagle-Tribune,a newspaper of general circulation in the Town of North Andover,on Februarq 27&March 6. 2006. The following voting members were present: Ellen P. McIntyre.Joseph D.LaGrasse. Albert P.Manzi,III,David R_ Webster,and Thomas D. Ippolito. The following non-voting member was present: Daniel S.Braese. Upon a motion by Albert P.Manzi.Ill and 2°`'by David R. Webster,the Board voted to GRANT a dimensional Variance from Section 7,Paragraph 7.3 and Table 2 of the Zoning Bylaw for relief of 3' from the south side setback and 20'from the front setback in order to construct a 2'6 story above a 2-car garage and single story rear addition to the existing single-family dwelling;per: Site: 31 Court Street[Map 58.Parcel 21,North Andover,MA 10845 Site Plan Title: Plan of Land in North Andover owned by David and Patti Castricone Date(&Revised Dates): Date: 1/4/2006, 1/26/2006 Registered.Professional: Scott L. Giles,#13972 Land Surveyor Scott L. Giles,R.P.L.S.,Frank S. Giles R.P.L.S., 50 Deer Meadow Road,North Andover,Mass. Sheet/Drawing CSNA//3 I.DRG and upon a motion by Albert P.Manzi,III and 2"'by David R. Webster,the Board voted to continue the Special Permit hearing to the April 11,2006 meeting. Voting in favor: Ellen P. McIntyre.Joseph D. LaGrasse. Albert P. Manzi. Ill.David R. Webster. and Thomas D. Ippolito. Page I of 2 Hoard of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 t o Town of North Andover T<,4v,,cAt,j-k ru-ne�&:„p 3: Office of the Zoning Board of Appeals Community Development and Services Division R�CElVD 400 Osgood Street T 0�'�°'` CU'R 'S uFr ICE �ss�cNuse< North Andover, Massachusetts 01845 Gerald A. Brown Telephone (978)688-9541 Inspector of Buildings Fax (978)688-9542t^,c;a; T.�+ i l>i” M A S S A C=,1 7�;�-. Based on the evidence and testimony presented at the March 14,2006 hearing, the Board finds that the existing single-family dwelling has a conforming south side setback and a front setback of 13.8' from Court Street,and that the average setback for 250'on each side of 31 Court Street is 16'. According to the submitted application, the parcel was purchased by the petitioner May 25,2005 from Mario Castricone,and is recorded in the Northeast Registry of Deeds,Book 3238,Page 271. The Board finds that owing to circumstances relating to the topography (the land drops downwards to the rear lot line)determined the location of the existing structure,especially affecting 31 Court Street but not affecting generally the R4 zoning district in which it is located,a literal enforcement of the provisions of 7.3 and Table 2 would involve substantial hardship,financial or otherwise,to the petitioner. The Board finds that the north abutters wrote that they had no objection to relief on the front entryway and the south side abutters wrote that they did not oppose the request to come within 12 feet of their property line that there was no written or spoken opposition during the March 14 hearitig. The Board finds that the specific reason. The Board finds that desirable relief may be granted without substantial detriment to the public good, that the applicant has made provision for the required 2 parking spaces per dwelling unit without nullifying or substantially derogating from the intent or purpose of the North Andover Bylaw. Note: The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local,state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Building Commissioner. Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, Ellen P.McIntyre,Chair Decision 2006-004 M58P2. Page 2 of 2 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Oct 30 06 03: 00P Denco Engineering 979. 664. 9233 P. 1 DENCO ENGINEERING STRUCTURAL ENGINEERS 148 PARK STREET NORTH READING , MA 01864 V:978.664.6733 F_978.664.9233 FACSIMILE TRANSMITTAL SHEET TO: - FROM: Gerald Brown Daniel W.Smith COMPANY: DATE: Town of North Andover 10/30/2006 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 978.688.954 8 I SENDER'S REFERENCE NUMBER: 954 018-06 YOUR REFERENCE NUMBER: StreetD FO REVIEW D PLEASE COMMENT D PLEASE REPLY D PLEASE RECYCLE TS: Gerald: Attached is a field report and some sketches documenting my site visit for the 31 Court Street residence addition. Please contact me if you have any questions. Thank you, Dan ddowaw is and se kVUjsc 1kWsktopVa x103006-gerafd bmm.doc Oct 30 C6 03: 01p Denco Engineering 978. 664. 9233 p.2 DENCO ENGINEERING STRUCTURAL ENGINEERS j 148 PARK STREET NORTH READING , MA 01864 V:978.664.6733 F:978.664.9233 ENGINEER'S FIELD REPORT TO: GERALD BROWN,INSPECTOR OF BUILDING FROM: DANIEL W.SMITH SUBJECT: 31 COURT STREET,NORTH ANDOVER,MA DENCO JOB NO.018-06 CONTRACTOR: GARY LISS(GENERAL CONTRACTOR) DATE: OCTOBER 30,2006 WEATHER: ±50°F,PARTLY CLOUDY SKY S CC: PROJECT FILE Work inro ress observed: N ! 1. Engineer arrived on job site at approximately 9:00 am and toured the project site with Contractor. 2. Engineer observed that Contractor was in process of completing, or has completed, the following structural items: Foundations • Contractor has completed initial excavation for new foundations to be placed for addition off of rear and left side of existing house. Final excavation and preparation of trenches for foundations will begin today and will progress forward in stages where only portions of the excavation and foundations will be completed at each stage. Following each foundation concrete placement the completed portions of the foundation will be partially backfilled this staged approach will allow for proper stockpiling and erosion control of excavated materials. The completed foundations will vary slightly from the layout and details presented on the Drawings to accommodate latent unforeseen field conditions. Refer to attached sketches for specific details of these variations. c:ldocwneots and scWoVluser1\desboplfrp103006-31 court sLdoc Oct 30 06 03: 01p Denco Engineering 978. 664. 9233 p.3 it Second Floor Addition The structural framing for the second floor addition on top of the existing house is complete. Structural items above observed by Engineer at time of site visit were in conformance with the Construction Documents prepared by Guy Messier Residential Design and Denco Engineering. Engineer takes no exception to worts in process or completed at time of site visit. 3. Engineer completed tour of work in progress and left job site at approximately 10:00 am. 2 Oct 30 06 03: 01p Denco Engineering 978. 664. 9233 p. 4 PT 2x6 SLEEPERS RIPPED TO FIT @ 16"O.C. PT 2x10 JOISTS @ 16"O.C. SIMPSON H1 TIE @ •. EACH JOIST #5 DOWELS VERT. PT 2x4 SILL @ 12"O.C. DRILL V0 ANCHOR 6" AND EPDXY INTO (E) BOLTS @ 32"O.C. FOOTING d' .d GRADE 4 � CONTINUOUS FROST WALL W/#5 HORIZ. @ 12"O.C. d -rQ,'� #5.DOWE/'�LS VERT. .d - @ 12"O.V. 4 CONTINUOUS FOOTING s d da a a Wl(3)-#5 BOTT. L.W. a - d o .4 2'-0" (E)NEW FOUNDATION SECTION 1 SCS:V=l-O` SK-1 PROJECT NAME: PROJECT NUMBER: SHEET NUMBER DENCO ENGINEERING 018_06 Structural Engineers CASTRICONE RESIDENCE DATE: 148 PARK STREET PROJECT ADDRESS: 10/30/06 . S Km 1 NORTH READING,MA 01864 31 COURT STREET BY: V:978.664.6733 F:978.664.9233 N0. ANDOVER, MA DWS Oct 30 06 03: 01p Denco Engineering 978. 664. 9233 p. 5 PT 2x10 JOISTS @ 16"O.C. EXTEND SHEATHING DOWN TO MIDDLE OF BEAM (3)- 13/4"x 16"x CONTINUOUS LVL BEAM WRAPPED W/Y27 PT PLYWOOD SIMPSON CB66 CONNECTOR @ EACH PIER (3)-#4 TIES @ 3"O.C. @ GRADE SIMPSON CB66 CONNECTOR a 16"SQ. PIER W/(4)-#5 VERT. o. AND#4 TIES @ 12"O.C. 4 (4)-#5 DOWELS VERT. 3'-6"x 3'-6"x 12"FOOTING A° W/(3)-#5 BOTT. E.W. a a 4 4 ' 4 ' v. d 3'-V"SQUARE PIER FOUNDATION SECTION 1 SCAE:1"=1'4)r SK-2 PROJECT NAME: PROJECT NUMBER SHEET NUMBER DENCO ENGINEERING 018-06 Structural Engineers CASTRICONE RESIDENCE DATE: 148 PARK STREET PROJECT ADDRESS: 10/30/06 1 SK�2 NORTH READING,MA 01864 31 COURT STREET BY: V:978.664.6733 F:978.664.9233 NO. ANDOVER, MA DWS Oct 30 06 03: 01p Denco Engineering 978. 664. 9233 p. 6 I f (3)- 1 %"x 16"x CONTINUOUS LVL BEAM WRAPPED W/12"PT PLYWOOD ° SIMPSON CB66 CONNECTOR @ EACH PIER (3)-#4 TIES @ 3"O.C. @ GRADE SIMPSON CB66 CONNECTOR d 16"SQ. PIER WI(4)-#5 VERT. i AND#4 TIES @ 12-0-C. a d a (4)-#5 DOWELS VERT. a ` 3'-6"x 3'-6"x 12"FOOTING i A4 WI(3)-#5 BOTT. E.W. 4. O a 4 a d � a- "d a 3'-6"SQUARE PIER FOUNDATION ELEVATION 71 � SCALE:V=1'4r SKS PROJECT NAME: PROJECT NUMBER: SHEET NUMBER DENCO ENGINEERING CASTRICONE RESIDENCE 018-06 Structural Engineers DATE: 148 PARK STREET PROJECTHDDRESS: 10/30/06 SKm3 NORTH READING.MA 01864 31 COURT STREET BY: V:978.664.6733 F:978.664.9233 N0.ANDOVER, MA DWS a m _.. 44 cD r- laS,04 m- m , L d c o ca py_ �01 L1 i�L '4•-ACV'1�4" CU --- - o CD 11 i 4 G 60jhlvliclt� � 7' O COrl I Waain 11 " 1 U O ao m CD N W OD - C �a1 W - o 1�3nri't9►'�'`�'Ih`�`1== 0 o �13ti ts�.y9�,M1 --A'Q�w CA o - - - - - �►4iac+ ,gym;- � wv Essex North North County Registry of Deeds 381 Common Street Lawrence, Massachusetts 01840 O4/28/O6 CA6TRICUNE SMC # 44 Rec: Type PLAN 5O.00 DOC. 13907 C. P. 21OO R. D. 5.�O M 45 Type NOR! 51OO VUc. C. P. 2O.00 `-- R. D. 5.00 Total 150.0--.0'.. # 46 Payment Check 150.0-01 THANK YOU! Thomas J. We Register of Deeds E€cmc 1 H cMo s - a E ea v�en MppTN Town of North Andover Town Clerk Time Stamp Office of the Zoning Board of Appeals Community Development and Services Divisi RECCIVEQ r 400 Osgood Street North Andover, Massachusetts 01845 2606 APR _4 AM Q: S9 Gerald A. Brown Telephone (978)688-9541 Inspector of Buildings Fax (978)688-9542 T UN N OF U This is to certify that twenty(20)days have elapsed from date of decision,filed without filing ofance 00� pea Any appeal shall be filed within Notice of Decision Date (20)days after the date of filing Year 2006 ,Joyce ftd6hew of this notice in the office of the Town Clerk Town CIerk,per Mass. Gen. L.eh. 40A, §17 Property at: 31 Court Street NAME: David Castricone HEARING(S): March 14,2046 ADDRESS: 31 Court Street PETITION: 2006-004 North Andover.MA 018845 TYPING DATE: March 23. 2006 The North Andover Board of Appeals held a public hearing at its regular meeting in the Town Hall top floor meeting room, 120 Main Street,North Andover.MA on Tuesday,March 14,2006 at 7:30 PM upon the application of David Castricone,31 Court Street(Map 58,Parcel 2),North Andover requesting a dimensional Variance from Section 7,Paragraph 7.3 and Table 2 of the Zoning Bylaw for relief of the front and left side setbacks in order to build a 2nd story over a 2-car garage and a single story rear addition,and for a Special Permit from Section 4,Paragraph 4.122.14c for a 2nd dwelling unit and Section 9,Paragraph(s)9.2 of the Zoning Bylaw in order to extend a pre-existing, non-conforming structure on a pre-existing,non-conforming lot. Said preltise affected is property with frontage on the West side of Court Street within the R-4 zoning district. Legal notices were sent to all names on the abutter's list and were published in the Eagle-Tribune,a newspaper of generale;•; circulation in the Town of North Andover,on February 27&March 6, 2006. ~~ co The following voting members were present: EIlen P. McIntyre.Joseph D.LaGrasse. Albert P.Manzi,.111,David R.Webster,and Thomas D. Ippolito. The following non-voting member was present: Daniel S. Bfaese. Upon a motion by Albert P.Manzi.III and 2nd by David R. Webster,the Board voted to GRANT a dimensioliUl Variance from Section 7,Paragraph 7.3 and Table 2 of the Zoning Bylaw for relief of 3' from the south side setback and 20'from the front setback in order to construct a 2nd story above a 2-car garage and single story rear addition to the existing single-family dwelling;per: Site: 1 31 Court Street[Map 58.Parcel 21,North Andover,MA 10845 Site Plan Title: Plan of Land in North Andover owned by David and Patti Castricone Date(&Revised Dates): Date: 1/4/2006, 1/26/2006 .� Registered Professional: Scott L. Giles,#13972 W Land Surveyor Scott L. Giles,R.P.L.S.,Frank S. Giles R.P.L.S., 50 Deer Meadow Road,North Andover,Mass. Sheet/Drawing CSNA//31.DRG and upon a motion by Albert P.Manzi,III and 2°d by David R. Webster,the Board voted to continue the Special Permit hearing to the April 11,2006 meeting. Voting in favor: Ellen P-McIntyre,Joseph D. L,aGrasse,Albert P. Manzi.111,David R. Webster.and Thomas D. Ippol ito. ATTEST: Page 1 of 2 A True Copy Town Clerk Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 1 77 B 3 9°c o 0nem ' `1 Ye -_Q pORTN Town of North Andover Town Clerk Time Stamp 3? Office of the Zoning Board of Appeals ° a f; Community Development and Services Division �'1 E CE I V E D � ..... 400 Osgood Street TOWN CHEWS OFFICE �SSw[NUSe� North Andover, Massachusetts 018Oa 15 2406 APR _4 AM g: 59 Gerald A. Brown Telephone (978)688-9541 Inspector of Buildings Fax (978)688-9542 TO!,!.J - NORTH ANDIIIVER MASSACH; ,1S,. 14 Based on the evidence and testimony presented at the March 14,2006 hearing, the Board finds that the existing single-family dwelling has a conforming south side setback and a front setback of 13.8' from Court Street,and that the average setback for 250' on each side of 31 Court Street is 16'. According to the submitted application, the parcel was purchased by the petitioner May 25,2005 from Mario Castricone,and is recorded in the Northeast Registry of Deeds,Book 3238,Page 271. The Board finds that owing to circumstances relating to the topography (the land drops downwards to the rear lot line)determined the location of the existing structure,especially affecting 31 Court Street but not affecting generally the R4 zoning district in which it is located,a literal enforcement of the provisions of 7.3 and Table 2 would involve substantial hardship,financial or otherwise,to the petitioner. The Board finds that the north abutters wrote that they had no objection to relief on the front entryway and the south side abutters wrote that they did not oppose the request to come within 12 feet of their*property line that there was no written or spoken opposition during the March 14 hearing. The Board finds that the specific reason. The Board finds that desirable relief may be granted without substantial detriment to the public good,that the applicant has made provision for the required 2 parking spaces per dwelling unit without nullifying or substantially derogating from the intent or purpose of the North Andover Bylaw. Note: The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local,state,and federal building codes and regulations,prior to the issuance of a building permit as required by the Building Commissioner. Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the grant, it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice,and a new hearing. Town of North Andover Board of Appeals, -, ; U iu �. I Ellen P.McIntyre,Chair Decision 2006-004 M58P2. Page 2 of 2 Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535