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Home My WebLink AboutBuilding Permit #312 - 31 COURT STREET 10/19/2006 ° TOWN OF NORTH ANDOVER 41 APPLICATION FOR PLAN EXAN1IN ATION 1y SAUSE4 CN Permit TSO.. Date Received: �� b Date Issued: /� y IMPORTANT: Applicant must complete all items on this page LOCATION PROPERTY OWNER Print �7 MAP NO.: 6K_PARCEL: z ZONING DISTRICT: 4 TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building` ' E One family C Addition I wo or more family 71 Industrial Alteration No. of units: Repair, replacement Assessory Bldg L Commercial C Demolition r Moving(relocation) Other :j Others: '_ Foundation only DESCRIPTION OF WORK TO BE PREFORMED 1 4 aYa j LL E C+c®GLS �/! � `'fir � G��C/S✓ 'jlj GtSe A -S 51�'� 17o, ' D Identification Please Type or Print Clearly) OWNER: Name: 1 � ` S �'� �ti S R- Phone 7 9a 3 Address: 1 CONTRACTOR Name: ar Ls-s Phone: o Address: 13 ls1�fW 641-jy t t t (!Vl T� Supervisor's Construction License: 6 S 3S-� Exp. Date: Home Improvement License: s Exp. Date: ARCHITECT.'FNGINEER D"t Name: Phone: Address: �� 6�t, � Qktd( 1f A Reg. No. FEE SCHEDULE:BULDING PERMIT. 2�ER$1000.00 OF THE TOT4L ESTLt1-4TED COST BASED O:Y S125.00 PER S.E. Total Project Cost :$ �d66pnx10.00-FEE:$ 0 Check No.: Receipt No.: P;ige I of 4 Location4G��"7r No. :�.- Date ht/n �ORTM TOWN OF NORTH ANDOVER N A 9 + Certificate of Occupancy $ J�CMusE�� Building/Frame Permit Fee $ >� Foundation Permit Fee $ _ Other Permit Fee $ TOTAL $ Check # 19708 CVu id(ng Inspector J TYPE OF SEWARGE DISPOSAL _ Tanning,/Massage/Body Art LJ Swimming Pools IJ Public Sewer _ Well Tobacco Sales Food Packaging,Sales t� _ r Permanent Dumpster on Site Private(septic tank,etc. _! Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guarantwfund Signature of Agent/Owner `a i &�h�ignature of Contractor . Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED IPLANNING &DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit f ❑ Other ME TS 1 f` J� �;"E REJECTED DATE APPROVED ; CONSERVATION Ci��iMENTS d � �. 242 I DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS I Zoning Board of Appeals: Variance. Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments I i Water& Sewer connection signature&date Temp Dumpster on site yes__no_ Fire Department signatureidate_ Building Permit.approved and Issued by: Page 2 of 4 Building Setback ( Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided DIMENSION Number of Stories: Total square feet of Floor area,based on Exterior dimensions. Total land area, sq.ft.: NOTES and DATA—(For department use) I I I i I i PwIre 3 ol'l I)oc:INSPEC'FInNAL SERVICES DITAR IMLNITWFORMOi Created.l lIC..lan'r.lio // Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits Building Permit Application Workers Comp Affidavit J Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract r ❑ Floor Plan Or Proposed Interior Work ` Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) °, Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is overµth the building Idin must application this recorded at the Registry of Deeds. one copy and proof of recording must be submitted g p ± Doc:I\SPEC'1'IONAL SERVICES DEPARl'NIF.VTMIFORM05 P.0 e d o f-4 1 CONTRACT Gary Liss Date: 7/6/06 Page: 1 of 2 General Contractor 13 Stonewall Terrace t Atkinson,NH 03811 Mr. and Mrs.Dave Castricone `�Vw� 603-362-5185 7 Hillside Rd. Boxford,MA 01921 www.garylissbuilders.com --------------------------------------------------------------------------------------------------------------------------------- Quote includes labor and material to construct a 2nd level on existing house according to plans submitted by owner(31 Court Street). This contract is 1St part of previous contract,which entails: - Excavation and foundation for foyer - 2x6 walls t'l- - Wood I joists for 1k floor framing - % T&G"Advantech" subflooring glued and ringnailed - Attic roof trusses on 2"d floor addition allowing for a 12' x 42' storage area w/subflooring - '/2 fir plywood for wall sheathing, 5/8 fir for roof sheathing - 2 x 4 partitions - Ceilings to be strapped with 1 x 3 - Stairway to new 2" level(prepared for carpet) - Redo existing basement stairway(prepared for carpet) - Install windows and exterior doors in new construction and existing house where indicated. (owner to supply windows and doors) - Electrical receptacles and switches installed according to code; smoke detectors; new 200 amp service; necessary demo; two fan/lights in bathrooms. - Insulate new construction to code - Construct"archways" as indicated in existing house - Install new 2 x 2 suspended ceiling tiles - Remove debris - Remove existing garage and dispose - Remove existing roof and dispose Does not include: building permit(cost to be determined by inspector),plumbing,heating, sheetrock, interior trim, flooring, siding: roofing, windows,doors,painting/staining, landscaping, or driveway. Page 2 of 2 $100,000.00 Total cost Payment Schedule $24,800.00 Deposit/work begins (-24,800.00) (Siding and roofing) $25,000.00 Plywood on roof $25,000.00 Windows installed/partitions framed $10,000.00 Archways and basement stairs $ 7,500.00 Electrical begins $ 3,750.00 Foyer and stairs built $ 3,950.00 Suspended ceiling and finish electrical installed Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. 7td / mg, Submi ed by: e: A—fin by: date: .'�— CONTRA CT , Gary Liss Date: 10/16/06 Page: 1 of 2 General Contractor 13 Stonewall Terrace Atkinson,NH 03811 Mr, and Mrs. Dave Castricone �'``''�a� 603-362-5185 7 Hillside Rd. Boxford,MA 01921 www.garylissbuilders.com --------------------------------------------------------------------------------------------------------------------------------- Quote includes labor and material (unless otherwise stated)to construct a garage with room above and addition it rear according to plans submitted for 31 Court Street. - Install silt fence and hay bales - Excavation - Foundation - Poured concrete floor in garage - 2x6 walls - 2x10 floor joists and floor trusses - 3/4 T&G"Advantech"subflooring glued and ringnailed - %Z" fir plywood for wall sheathing - Rafters installed according to plan with '/z" fir plywood sheathing - 2 x 4 partitions - Ceilings to be strapped with 1 x 3 - Stairway to room above garage(prepared for carpet) - Install windows and exterior doors in new construction and existing house where indicated. (owner to supply windows and doors) - Electrical receptacles and switches installed according to code; 12 recessed lights; smoke detectors; new 200 amp service;necessary demo; fan/light in bathroom. Apt. to have separate service. - Insulate new construction to code - Install kitchen cabinets and vanities(owner to supply) - Tile floors in kitchen and baths(owner to supply file and grout) - 5x7 balcony - Remove debris Does not include: building permit(cost to be determined by inspector), plumbing,heating, sheetrock, interior trim, flooring other than file in kitchen and baths, siding,roofing, windows,doors,painting/staining, landscaping,or driveway. M Page 2 of 2 AINA,f 6 D L-ei')As '&p Co . o �CC�In� lc 9 . 16ODD , 00 Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Su mitt ed by: date. Acce ted p Y: date: the Conrnrotrtuenith of 1i9nssnrlirtsrtts `•` Uepartfnent of lrrthrsrrial Arcirlerrts Office of Ijrvestigntions 600 Mashingtorr,Street Hostort, .ASA !!2111 ttopu:titasxgo rlditr W&JAC'W Cti�tONA411ou histirance Affidavit: 13uilderstC;nntractvrs/I:#ectriciarrs/l'ltrasRibers An�licatt! tltttt �;ti Please Pri�� CitY/StatdZIO: �6t d1 SGS - Phoue it: AtC y alt ctit�ii� Ott�Nk t[ik dept oirrlate box: Type of pireject(required): �- 4. ❑ 1 am a general contractor and# ❑ I etiipioyCt wrth G. New constnrctiotr 1. affil a t got (Intl aiki/ot patt-titne)_x have hired the sub-conttactots Cuipl2.❑ I am a sole pro(►rietot or haducr- listed on the atiachcJ sheet.# 7. ❑ Rctttodcling Ship and Gave 90 et»ployees Thcsc sub-contractors have 8. ❑ Dcnioliliou working tot We in any capacity. workers' conn. insurtnee. 9. wilding addition [No workers'cotV.inslitanct 5. ❑ We are a corporation and ils; 10.[] Efectdcal repairs or additions retluited officers have exerciser!their 3.❑ I am a Itoilteowfict doing alt work - right ofexetnpition per MGL #L[] Phurrbing cptairs or additions tnysclE[Nit ii dAtts' coh*. c. 152,§1(4),and we have no 12.[] Roof repairs insurance tegttitec�.)# cnrp loyem.[No wotkcrs' 13.❑ C)tt+er cjntp.insurance trquited.] --`-- •-*qty applicant that ctrcelts Gait f1 t muni elso fill out the section below showing thcit workers'cotttpensntion policy infi ma litw I 1101natwners Who,snl>itiit this d"vit hirticatitig they die doing all work and then hire outside contractors nntst satnnit a new affidavit indicn9 inn.such. lcont'actots that cheep ttttstmx twist itibetted en ttdditfonai sheet showing the name of lite sutrconbectots and their wotkcrs'coal.policy infvttitation. I nm nit empitiet t�fift is ptotdetiiig ft>orkels't ontlrensation lust:fiance for ma=rnttrlopces 13etoty is the policy and_joh site inforntatiori. Insurance Colq*,My Natite: l/ r� -�7 /"i/�f� _ Policy it of sar-iits.Lit:.#: i:5 /A E5 6'316' 5 G ____--_ Exp,itation Date: ./ /,C— ,6 7 Job Site Addrcss:S1 57— City/Statezip: / a/Od/ ' Attach a ably btt[iei"viit•tikte t6hipeusat#on policy declaration page(showing the policy number and expiration date). Failure to secure coverage as tegttited undt;r Section 25A of MGL c. 152 can lead to the imposition of ctimina,I penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250-00:t day dgainst die violator. 13c advised that a copy of chis statement inny be forwarded to the Office of investigations ofth6 btA tot ihsuraiice coverage verification. I do herebp,cchifY 11hjie. fir and renaM6 of per;jury flint the information prorided above is me m!correct- Date: act_ per='" Date: Si attire: Phone 4: .3 6 2-e Q�cin1 trSe tinij. by not irrite in this area,to he corirlr/eted liy riff.fir torrrr o�ciat. -- City or`Ibith: Permit/t.icct+se t! tssulut htailliu ty ktAt ie 1.$out-dd of ttea w 2.0undlug Department 3.C1tyrfown Clerk 4.13cr-tried Inspector 5.Ptun+mug Inspector 6.Wild r-....tai.i N44ntt• Phalle R. ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: K4azlss Site Address: 3/ �vA-e Address.Applicant z own: r tr e✓ -13 Sk*e�1I c'r Use Group: /�f Date of Application: .e 0 6 Applicant Phone: e3- 34 Z SS- Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package{Limited to 1--or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J51.1 b): Heating Degree Days(HDD65)from Table J5.2.1 a: (For items d.through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R value R- b. Glazing Area sq.fL g. Floor R value R- c._Glazing%(too x b=a) % h. Basement wall R= . d. Glazing U-value U- i. Slab Perimeter R= e. Ceiling R-value R- j. Heating AFUE ❑ Component Performance: "Manual Trade-Off'(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6-2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J,[and HVAC Trade-Off Worksheet,if applicable) ❑ mAscheck software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate OEM rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable.Energy sources Attach Mass Registered Architect or Engineer Analysis a ALTERNATIW FOR ADDMONS ONLY: a. 9ross Wall+Ceiling Area Z 1 Z. sq.fl. b.Glazing Areal3_q):Tfsq.ft. c.Glazing%(100 x b . a) t/'/% ADDITION with G1 (c. up% ) to 40%may.use 780 CMR Table J1.1.23.1 below: AXUKU-M U=va I TAINMUM R-Values en alio Z Ceilin 3 Wali oor, Ba ement Wal "e th .3 2 R-3 - 3 -!9 R-to.O ft 1 Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings). ❑ "SUNROOM"addition(greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. �rrrrrs ��rr•� rr re Official's Name: Official's Signature: ✓k�arn��wnu�aal�o�./�aaaa�cuael a Board of Building Regulations and Stondards HOME IM.PROVEMENT,CONTRACTOP Registrations- 112595 _Expiration:.-4/9/2007 Type: individual GARY E.LISS GARY LISS 13 STONEWALL TER � ��, ATKINSON,NH 03811 Administrattyr BOARD OF BUILDING REGULATIONS;: License: CONSTRUCTION SUPERVISOR Number.CS 053506 Birthdate. 0373011 957 F Expires 03/W,2007 Tr.no: 10574 -- - ^^ Restriid 00 GARY E LISS 13 STONEWALL TE-13R" ATKINSON, NH 03'811 Commissioner Oct I9 66 03z36p Banco Engineering 376_664.9233 (3)- `t e x 16"x CONTINUOUS LVL BEAM WRAPPED W1Y"PT PLYWOOD O o Q SIMPSON C866 CONNECTOR GRACE c@ EACH PIER (3)-#4 TIES @ r O.C. @ SIMPSON CB66 CONNECTOR IT U PIER W/(4)-#5 VERT. AND#4 TIES @ IT U.C. 'JE f!Q $Ci32 � Q 5ftitlG iitRr€ = sfi (4)-#5€ OWELS VERT. 10 3�- S"x 3'-67 x 12" FOOTING 11th(3)-#5 BATS'.E.W. 9 :. T-6"SQUARE BIER FOUNDATION ELEVATION rl SCAv=:V=1*-(r St-3 DENCV ENGINEERING -r...a.e..•�G:...•.. •.-..E.'..i�..-i e.a+�:.�.�... ...��.... ..'.).1.......< Structural Engineers CASTRICUNE RESIDENCE 018-06 148 PARK STREET 10/18/06 ® NORTH READING,MA 01864 31 COURT STREET V:878.664.6733 F:978.664.9233 NQ.ANDOVER, MA Oct 18 OS 03: 36P Denco Engineering '978.664.9233 p• 1 EXTEND SHEATHING DOWN - _TO MIDDLE OF BEAM PT 2x10 JOISTS a@ 16"O.C. (3)- 1 3/a x 16"x CONTINUOUS LVL BEAM WRAPPED Wf Y27 PT PLYWOOD . SIMPSON LU210 JOIST HANGER @ EACH JOIST SIMPSON CB66 CONNECTOR GRADE @ EACH PIER (3)-#4 TIES @ 3.O.C.@ SIMPSON CB66 CONNECTOR 12"O PIER V l(4)-#5 VENT. AND#4 TIES @ 12-0 C- 0 gfRUCTVNrL en (4)-#5 DOWELS Vk.RT. saI p f{kt FZ X-6"x 31-6"x 12"FOOTING WI(3)-#5 BOTT. E.W. � s � 3'-6"SQUARE PIER FOUNDATION SECTION 1 SCALE 1"=l-W SIS 2 DENCO ENOIlNEERMG 018-06 Structural Engineers CASTRICONE RESIDENCE 148 PARK STREET r.: 1011.8/06SK NORTH READMG. MA 01864 31 COURT STREET V:976.664.6733 F_97$.664.9233 NO. ANDOVER, MA DWS ¢ tkORTH t r0 1 JK O CO[wK twKw 1' C5 SSACHUS�� CONSERVATION DEPARTMENT Community- Development Division May 17,2006 Mr. &Mrs. David Castricone Castricone Family Qtip Trust 7 Hillside Road Boxford,MA 01921 RE: REJECTED BUILDING PERMIT APPLICATION: 31 Court Street,North Andover,MA Dear Mr. &Mrs. Castricone, This letter has been prepared as a follow up to my phone conversation with you and your contractor,Gary Liss regarding your building permit for the above-referenced property.As you may know, the North Andover Conservation Department REJECTED your building permit application for the construction of a 72'x38' addition associated with an existing single-family house and two (2) decks. During my site inspection on May 17,2006,I observed a jurisdictional stream that traverses along the western (rear) portion of your property.Please be aware any work proposed within 100-feet of jurisdictional wetland resource areas must be preceded by a Request for Determination of Applicability (RDA) or Notice of Intent (NOI) application (whichever is appropriate) before the North Andover Conservation Commission (NACC),per MA Wetlands Protection Act-M.G.L. c.131, §40 and the North Andover Wetlands Bylaw (C.178 of the Code of North Andover).Additionally,under the provisions in the North Andover Wetlands Protection Regulations,the NACC enforces a 25'No Disturbance Zone and a 50'No Build Zone from the edge of a wetland resource. Currently,your addition is proposed approximately 45' from the banks of adjacent stream. Due to the extent of the work and the proximity of the wetland to your proposed project,you will be required to file Notice of Intent(NOI)with the NACC.This will require you to hire a Professional Wetland Scientist to delineate stream bank and any other jurisdictional wetland resources within 100-feet of the proposed project In addition,a Professional Civil Engineer or Registered Professional Land Surveyor would need to prepared a plan showing all proposed activities;the wetland boundary and its associated Buffer Zone (25'No Disturbance Zone,50'No Build Zone,and 100'Buffer Zone),and a limit of work defined by an erosion control line (trenched d have a lot plan prepared b silt fence and double staked ha bales). I am aware that you already p p p p y Y ) Scott Giles,PLS,which shows the proposed work.This plan can be used;however it should be 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9530 Fox 978.688.9542 Web www.townofnorthandover.com A revised to show the aforementioned setbacks and wetland line.Additionally,it is not clear if you will be doing any grading or landscaping the existing lawn. If you intend to do so,please incorporate any proposed grading into your application and reflect it on the plan.You will also be required to file a waiver as you are proposing work within the 50'No Build Zone and potentially within the 25'No Disturbance Zone. Enclosed please find the Notice of Intent application and instructions,along with the waiver request form,2006 meeting schedule,and a list of wetland consultants for your review. Should you have any questions regarding the filing process,please do not hesitate to contact the undersigned at your earliest convenience.Thanking you in advance for your anticipated cooperation with this matter. Respectfully, NORTH ANDOVER CONSERVATION DEPARTMENT F � Pamela A.Merrill Conservation Associate Cc: Gerry Brown,Inspector of Buildings Alison McKay,Conservation Administrator Gary Liss,Contractor File 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9530 fax 978.688.9542 Web www.townofnorthandover.com 'K'. U I . 276 ,,ORTN Town of North Andover Town Qerk Time Stamp o�i.«u e 1ti0 Office of the Zoning Board of AppearR,E CI > Community Development and Services Division'0Via',N r.i ;,E 400 Osgood Street 9S$�cNus°` \ North Andover,Massachusetts 01845 2006 APR 25 PM '. 04 Telephone (978)688-9541 Gerald A.Brown -- a3 Fax (978)688-9542inspector of Buildings NIVRT A'l NDMs- f R MASSACHUI$ET� N Any appeal shall be filed within Notice of Decision This is to certify that twenty(20)dayshave elapsed from date of dedsion,filed (20)days after the date of filing Year 2006 without filing of an p al. 06 of this notice in the office of the Date J@yam A, dohaw Town Clerk,per Mass. Gen.L.ch. 40A,§17 Pro at: 31 Court Street Town Clerk NAME: David Castricone 13E4RING(S): March 14&April 11,2006 ADDRESS: 31 Court Street PETITION: 2006-004 Special Permit North Andover,MA 01845 TYPING DATE: April 21,2006 I The North Andover Board of Appeals held a public hearing at its regular meeting in the Senior Center, 120R Main Street,North Andover,MA on Tuesday,April 11,2006 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,Par yVh 7.3 and Table 2 of the Zoning Bylaw for relief of the front and left side setbacks in order to build a 2 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 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 preng,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 February 27&March 6,2006. During the March 14,2006 meeting,the Board voted to grant the dimensional Variance petition 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 d story above a 2-car garage and single story rear addition to the existing single-family dwelling and to continue the Special Permit hearing to April 11,2006. The following voting members were present during both hearing dates: Ellen P.McIntyre,Joseph D. - LaGrasw,Albert P.Manzi,a David R-Webster,and Thomas D.Ippolito. The following non voting members were present during the April 11,2006 hearing: Richard J.Byers,Richard M.Vaillancouit,and Daniel S.Braese. , Upon a motion by Albert P.Manzi,III and 2n'i by David R Webster,the Board voted to GRANT a Special Permit from Section 4,Paragraph 4.122.14c for a 2nd dwelling unit and Section 9,Paragraph 9.2 of the Zoning Bylaw in order to extend a pre-existing ,non-conforming structure on a pre-existing,non- conforming lot r: Site: 31 Court Street p&p 58,Parcel 21,North Andover,MA 10845 C=) Site Plan Title: Plan of Land in North Andover owned by David and Patti Castricone Date(&Revised Dates): Date: 1/4/2006, 1/26/20M c-- Registered Professional: Scott L.Giles,#13972 ..,.,,f Land Surveyor 'Scott L.Giles,RP.L..S.,Frank S.Giles RP.L.S., c- 50 Deer Meadow Road,North Andover,Mass. c Sheet/Drawing CSNA//31.DRG 'Building Plan Title Proposed Renovations for David&Patti Castricone at 31 Court Street,North Andover,MA. G Messier Residential Design, 148 Park Street,North Reading,MA 01864 Date: 12/26/05 Sheet/Drawing: Job no. 1558,sheets 1-9 Page 1 of 2 ATTEST, A True Copy Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planningf8 &rk .N...t1,yTown of North Andover Tuwnderk ime tamp Office of the Zoning Board of AppealsF RECEIVED ' Community Development and Services Division W' C L C R E'i S OFFICE ,ssx�s� 400 Osgood Street North Andover, Massachusetts 01845 2006 APR 2b PIN 3: p4 Gerald A.Brown Telephone (978)688-9541 Fax (978)688-9542 Inspector of Buildings NORTH P40 U C'e ��l,QSS,�3GH1UnF.�r Voting in favor: Ellen P.McIntyre,Joseph D.LaGtasse,Albert P.Manzi,III,David R Webster,and Thomas D. Ippolito. The Board finds that 31 Court Street may be granted a Special Permit from 9.2 in order to extend a pre- existing,non-conforming structure on a pre-existing,non-conforming lot in order to add a 2nd unit,within the addition's extension and that a 2nd unit is in harmony with the general purpose and intent of this Bylaw. The Board finds that the 2n'unit is 1337.3 sq.ft.,and is less than the maximum 1500 sq.ft.and that the proposed addition's roof shall be lower than the main roof and shall be at the same pitch. The Board finds that the 2nd unit is contained within the main unit's shell,requiring no additional Variance for the second unit. The Board finds that 31 Court Street,as developed into a 2family dwelling,will not adversely affect the neighborhood nor will there be nuisance or serious hazard to vehicles or pedestrians. Adequate and appropriate facilities will be provided for the proper operation of the proposed use because water,sewer, and electricity are provided to Court Street and the Plan of Land shows a 2-stall garage and 2 off-street parking spaces ftuther than 10'from any lot line. The Board finds that this Special Permit is consistent with the Master Plan.The Board finds that 31 Court Street is an appropriate location for a second unit. The Board finds that 3 2-family units are direct abutters to 31 Court Street;and 3 other 2 family units are in the immediate neighborhood,as shown by the Assessor's tax maps and property cards of the Court Street area submitted by the applicant to the April 11,at the Board's request during the March 14,2006 meeting. The Court Street area contains a variety of architectural styles for single and 2-family dwellings;the proposed 2 family dwelling is similar to existing dwellings on Court Street. The Board finds that there was no written or spoken opposition during the March 14 or the April 11 hearings. 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 to have after a two 2 Spatial Permit granted under the provisions container herein stall be 1�� ( ) 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, n P McIntyre,cIntyre, hair Decision 2006-004 Special Permit. ' 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 NOeTM Town of North Andover Town Clerk Time Stamp Office of the Zoning Board of Appeals RECEIVED :,.., Community Development and Services Divisi4 ("LER •S OFFICt 400 Osgood Street North Andover, Massachusetts 01845 2006 APR —4 Aft Q' 59 Gerald A.Brown Telephone (978)688-9541 Inspector of Buildings Fax (978)688-9542 l 0701 NORTH A�dtiti�%` MASSACHIU 17._ , . . iris.; ,,�rl,fy irat twenty(20)days rave :lapsad from date of decision,filed vahout filing of an,appeal. Any appeal shall be filed within Notice of Decision gate. '` (20)days after the date of filing Year 2006 Joyce A.Smdshew of this notice in the office of the Town Clerk Town Clerk, 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, NIA 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 2n1 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,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 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 February 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,III and rd 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°d 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 i Scott L. Giles,R.P.L.S., Frank S. Giles R.P.L.S.. i 50 Deer Meadow Road.North Andover, Mass. Shcet/Duawing CSNA//3 LDRG 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. McInty-re.Joseph D. LaGrasse, Albert P. Manzi, 111, David R. Webster. and Thomas D. fppolilo. Page 1 of 2 L'oard of Appeals 978-688-9541 Building 978-"8-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 Town of North Andover Town c.lt,rk Tin,t Office of the Zoning Board of Appeals o ; Community Development and Services Divisionf�Ei{ RE EIV D iC= *'• • ^'� 400 Osgood Street ,sS�CXUS�4 i North Andover, Massachusetts 010045 2006 APR -4 AM 9: 59 Gerald A.Brown Telephone (978)688-9541 Inspector of Buildings Fax (978)688-9542 ',H ,.� 'NORTH iir,:;r 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 R-4 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, l 1 �-�ll. Ellen P. McIntyre,Chan• Decision 2006-004 M58P2. Page 2 of 2 Board of:appeals 778-688-9541 Building 978-6849545 Conservation 978-688-9530 Health 978-698-9540 Planning 978-683-9535 '/ / ��' � ,,/? , / ^I A �U(� ;. .. ,. �,: .. .. ,: � _. . --, ,;. i ._ .I r i i Essex 3i+..ii ch County Re---- is4ry of Deeds ! f_t.�,y. �.is fJ�rt}i3Wii C4-kr i - F+.s snrjl'•.1 s2 S _�v-ro 5/1 0 z ._: v � � v � `� P. �" ' �. V t �' t DENCO ENGINEERING STRUCTURAL ENGINEERS I 148 PARK STREET I 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 Messier Residential 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. I 4!`ta or 4NIf NM Very Truly Yours, DENCO ENGINEERING s "° 806° dj STI1UCTllMI - MAL Daniel W. Smith, E.I.T. Kenneth Dennison, P.E. Project Engineer Chief Engineer C:\Documents and Settings\Owner\Local Settings\Temporary Internet Files\Content.IE5WWSJH1 CL\LTR031006-31 Court St.doc 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-6�h Edition For Residential Engineered Wood & Steel Beams 31 Court Street North Andover, MA March 10, 2006 Prepared By: Daniel W. Smith, E.I.T. Reviewed By: �A. KffNNETN ��, V DENNISON G No. 8669 a w STRUCTU t Kenneth Dennison, P.E. 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 North Reading,MA 01864 Scope: Design Steel and Engineered Wood Beams Rev* 580004 - -- --- --------._....... ---- User:KW-0605924,Ver 5.8.0,1-Dec-2003 General Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software 018-06 31 COURT ST.ECW:Calculations Description (2)- 13/4"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 ft 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 35.000 pcf E 2,000.0 ksi Full Length Uniform Loads OEM 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 ft 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 10.04k 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/Deft 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 mmmuzammm 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 Rea'd Allowable fb @ Center 32.63 k-ft 134.63 in3 2,908.39 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 12.05 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 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 North Reading,MA 01864 Scope: Design Steel and Engineered Wood Beams Rev: 580004 ----- User:KW-0605924,Ver 5.8.0,1-Dec-2003 Page 2 User: W-03 ENERCALC Engineering Software General Timber Beam 9 9 016-06 31 COURT ST.ECW:Calculations Description (2)- 13/4"x 16" LVL 2nd Floor Beam Sketch &Diagram 32.63 I_rrII _rr nn_rrrr 28.37 --. _..�---f---- MT,111Tf U � 1531Nfl 2 22.64.84 -- - _ - 16.31 13.05 8.79 --- E 8.53 3.21 4 =32.Bk-1 U25 Be-114111i)Be-114111i)+)fvinuieuts x.56 6.86 .17 6-47 1.78 6.08 18.39 11.69 1§.0 Dmex=-9.415in Location fftl 10.04 Rmax=10.0k 8.37 -� Vrtlax left= 8.88 ® Vmax�rt=10.Ok 5.02 - 3.35 --- -- ------ - -- 1.67 �. 0.0 G� -2.48 N -4 ( - --- --- -._.._.._�r77--!,91,13 1 11i---------- ---- -7.47 "' 25 .58 .86 J.17 .{7 78 .OB-9.96�Beam.1�16.11 ---Location (ft) 0A0 -0.05 -- -._-'- -----------._...--------I-_..----..._.-......_------------- -0.09 _..--------- ---..-...._.-....---I----- -- -0.14 -0.18 - ----- -0.23 -- -- -- --- -- -- m -0.32 -- - ---- -----_ __._._..-___.... _..__.._...-------_..-- m -0.37 - -'-----mill --- ._... 0 -0.42aa I1efl@tiT1ell 25 .58 .86 4.17 .{7 7.78 6.08 16.39 1'.69 1§.0 Location rftl 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 North Reading,MA 01864 Scope: Design Steel and Engineered Wood Beams FRev:580006--- ------ -- -- - User:KW-0605924,Ver 5.8.0,1-Dec-2003Steel Beam Design Page 1 (c)1983-2003 ENERCALC Engineering Software 018-06 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 Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6a #7ktl 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 fb:Bending Stress 14.668 ksi 33.000 ksi Length/DL Defl 1,048.1 : 1 fib/Fb 0.444 :1 Shear 8.578 k 64.168 k Length/(DL+LL Defl) 443.3 : 1 fv:Shear Stress 2.674 ksi 20.000 ksi fv/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 DO 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 65.1,Fb per Eq.F1-1,Fb=0.66 Fy DENCO ENGINEERING Title: Castricone Residence Job#018-06 9 Structural Engineers Ds nr: DWS Date: 7:04AM 10 MAR 06 � Description Renovations and Addions to Existing Single Familyit Y 148 Park Street Residential North Reading, MA 01864 Scope: Design Steel and Engineered Wood Beams Rev: 580006 - -...-- ---------- --- User:KW-0605924,Ver 5.8.0,1-Dec-2003 Page 2 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design 9 9 018-06 31 COURT ST.ECW:Calculations Description W12x30 Garage Beam j Section Properties W12X30 Depth 12.340 in Weight 29.86 #/ft Web Thick 0.260 in Ixx 238.000 in4 Width 6.520 in lyy 20.300 in4 Flange Thick 0.440 in Sxx 38.600 in3 Area 8.79 in2 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 42.46 --__- 37.75 1 - - ��TrTT'�� TTTTr�1��'TT��Tr� STI �TT'�n33.03 0.75k/ft ,e 8.31 23.50 "18.87 14.16 m 9.44 4.72 0 ®AD.- gfflYillllt)I4I1}11�112,1tS4.33 �.5b i#.75 1 .913 1 .16 1 .37 1 .58 1 .79 22.0 Location fftl zzn _ 8t:�19!1.12 - - --_ r- Mmax=-0.596in 5.72 1 Dmaz=-0.596in 4.29 - - '-- Rmax=8.578k Rmax=8.578k 0.0 t Vmax left=8.576k = 2.13 � V maz�rt B.S.8.5 m -4.25 --- •8.51 -- - -- - - B��"t` 4.33 .54 9.75 111.96 1:1.16 1 .37 17.58 19.79 22.0 Location rft) DAO -0.07 -- - --- --' - 0.13 -- - -- 0.20 -0.26 --- - 0.33 -- o -0.40 �54 0 -0.60 -I1+?flec h11. 12 .33 .75 16.96 13.16 1 .371-r.58 16.79 22.0 Location (ft) tkORTFi Town of tAndover No. 3 f 16m = " dover, Mass., Zip —h COC MICKEWICK 7� DRATED P`Pa 2 `S BOARD OF HEALTH PER Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT....... ...�..... .. . ...... '. . Foundation has permission to erect.... buildings on.. .. e l...... ... ... Rough to be occupied as...... ...... i� ....... ............... .......�A I�� r ...... Chimney Ch' provided that the per pting s arm shal very resp c to the to soft a is i n on file in Final this office, and to the provisions of he Codes a ws relatil thsJuspe lo Alteration and Construction of Buildings in the Town of North Andover. f—eewe Q��r. •&'06-w00 y PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRU N STARTS Rough ......... ...... .. Service LDING TOR Final Occupancy Permit Required to Ocmpy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RouFinagh No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. Burner RE DEPARTMENT Street No. SEE REVERSE SIDE E Smoke Det.