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Miscellaneous - 114 ACADEMY ROAD 4/30/2018 (3)
J114ACADEMYROAO 210/096.0 p035 -0000.0 Ii r �I t f l E I I A North Andover Board Uf Assessors Public Access Page 1 of 1 Forth Andover Board of Assessors Ot ta�ao.a,.YO t � s ,sa^eH"s� 21 roperty Record Card Click Seal To Return Parcel ID :210/096.0-0035-0000.0 FY:2013 Community:North Andover SKETCH PHOTO Click on Sketch to Enlarge Click on Photo to Enlar e Search for Parcels t t kY Search for Sales • Summary 7 Residence Detached Structure Condo L 114 ACADEMY ROAD Commercial Location: 114 ACADEMY ROAD Owner Name: EVANS,C.DOUGLAS EVANS,MEGAN W. Owner Address: 114 ACADEMY ROAD City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood: 7-7 Land Area: 1.57 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 5612 sgft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 943,200 896,000 Building Value: 703,600 666,000 Land Value: . 239,600. 230,000. Market Land Value: 239,600 Chapter Land Value: LATEST SALE Sale Price: 1,600,000 Sale 06/08/2007 Date: Arms Length Sale COLONIAL Code: O-NO-PHYS-CHNG Grantor: VILLAGE DEVE Cert Doc: Book: 10785 Page: 0183 httD://csc-ma.us/PROPAPP/disDIay.do?linkld=2256018&town=NandeverPuh A rn 1/1 Q/?()1 Residential Property Record Card PARCEL ID:210/096.0-0035-0000.0 MAP:096.0 BLOCK:0035 LOT:0000.0 PARCEL ADDRESS:114 ACADEMY ROAD FY:2013 PARCEL INFORMATION Use-Code: 101 Sale Price: 1,600,000 Book: 10785 Road Type: T w Inspect Date: 05/07/2007 Tax Class: T Sale Date 06/08/07 Page 0183 Rd Condition P Meas Date: R' 05/07/2007 Owner: �-- j EVANS,C.DOUGLAS Tot Fin Area 5612 p Sale 7 e P Cert/Doc: - TTraffic: M Entrance C i EVANS,MEGAN W. Tot Land Area 1.57 �ASale Val �"id O - ' ' Water.� N � " Collect Id T SGC - __'_Grantor COL'ONIAI, ILLA VGE'DEVE4 ' er.m SewInspect Reas -_M Address: 114 ACADEMY ROAD Exempt-B/L% I Resid-B/L% 100/100 Comm-B/LP/o Indust-BIL% / Open Sp-B/L%o I NORTH ANDOVER MA 01845 RESIDENCE INFORMATION LAND INFORMATION I' Style: CL Tot Rooms: 12 Main Fn Area: 2595 Attic: Y NBHD CODE: 7 NBHD CLASS: 7 ZONE: R3 Story Height: 3.00 Bedrooms: 6 Up Fn Area`. 3017 Bsmt Area: 25.81 Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class_ -Roof. e-- — - -W.. A.-y_M �-- -Bsmt 1 P 101 S 43560'----1.000 ' 235,254 Roof:n_ G Full Baths:: 4 mAdd F_n Area: _ Fn Bsmt Area:: T " 2 R 101 A 0 0.570 4,332 Ext Wall:" FB Half Baths:"-- ..1�,-S Unfin Area: Bsmt Grade: T - _ Masonry Trim Ext Bath Fix v3 TofFm Area 5612 VALUATION INFORMATION Foundation: ST Bath Qual M RCNLD 703621 Current Total: 943,200 Bldg: 703,600 Land: 239,600 MktLnd: 239,600 .. - _ Kitch Qual: M Eff Yr Built. 1993 Mkt Ad'`. Prior Total: 896,000 Bldg: 666,000 Land: 230,000 MktLnd: 230,000 Heat Type:_. HW ExtKitch: TYear Built. _� 1820 Sound Value: : -_ _--� Fuel Type: O Grade: �VE Cost Bldg' 703,600. Fireplace: 4 Bsmt Gar Cap:3 Condition: V Att S&Vall: AC: Central Y`g W Bsmf_Gar SF:__Pct Complete. Att Str Val2` Att Gar SF: %Good P/F/E/R: ///92 SKETCH PHOTO FU/FM:/8 864 Sq.Ft ` Y 36 36 . r;. x 6 7 4 Sq.R 22 FU t 633s 7 — An FU/FU/FM/0 " 19 750 Sq.R 29 114 ACADEMY ROAD 40 Parcel ID:210/096.0-0035-0000.0 as of 3/19113 Page 1 of 1 w Date... • .: .QC.. ...... NOFTM TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,s34CMus� This certifies that .......... /��.t� �. has permission to perform �� � � .. Yfi :. .Ut ?r?� wiring in the building of................ ....................................... at....U..Lb.q �0 54 ......fi...................... .N'0jrth Andover,Mass. 00 pp Fee...:�.5�- Lic.No...1.l..J...[7 .................. .. ... ...... .. . .. . 7M ELECT,ICALINSPECTOR Check # l 11195 r t ---------•--�..aa.f.., vR i- ettS OlEcial Use Only r., .assn cnus Department of Fire Services Permit No. � ------------- BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev.'1/07) (leave blank APPLICATION FOR PERMIT TO PERF All work to be performed in accordance with the Massachusetts ORM�ELECTRICAL WORK (PLEASE PRWT W LVK OR TYPE ALL WFOR11�gT10 Blectncal ),S2 CMR 12.00 City or Town of. NORTH ANDOVER Date: �, 4 By this application the undersigned gives notice of his or her' To the fns ector of Wires Location(Street&Number) 14-111( ttOII tO p o electrical work described below. 47 Owner or Tenant1 0 �7 � cc4., -/- C4 �ov Owner's Address S Q-t;7-eTelephone No. Is this permit in conjunction with a buildinpermit? Purpose of Building ` Yes No S/ � �„C � (Check Appropriate Box) Utility Authorization No. L' (, Existing Service Amps ( / L(GVolts Overhead � Und9rd D No.of Meters New_ Service Amps , Ampacity__/__Volts . Number of Feeders and Overhead e d IIndNo.of Meters Location and Nature of Proposed Electrical Work: 6 /? e4- No. No.of Recessed Luminaires No.oCo IeYion o the ollowin table may be waived the Inspector of Fires. f Ceil.-Sus p•(Paddle)Fans o.of Total No.of Luminaire Outlets Transformers No.of Hot Tubs KVA No.of Luminaires Generators KVA Swimming Pool �odve Fmi No. of Receptacle Outlets d Eatte IInit�s�� No.of Oil B¢E-ae No. of Switches ALARMS No. of Zones No.of Gas gou-ners o, of eteciion and r a No.of Ranges No.of Air Coad. otal Devices i No.of Waste Disposerseat Tons No. of Alerting Devices T . �P umber ons o, of elf:Contained otals: ''--- No.of Dishwashers Space/Area$ea • Detection/A1 ' Devices KW Local[3 Municipal No.of Dryers Headg Appliances Connection Other No.of ater KW . Security System;.* Heaters �' o'°f No.of No.of Devices or E nivalent Data No. W No.Hydromassage Bathtubs Ballasts. No.o cgs or E uivaient No. of Motors Total Hp Telecommunicafions OTHER: No.of Devices or E urv�ent Estimated Value of Electrical Work: Attach additional detail if desired oras required by the Inspector of Wires. Work to Start. (When required by municipal policy.) V j Inspections to be requested in accordance with MEC Ru 10,aria upon.completion INSURANCE CMAGE: Unless waived by the owner,no the licensee provides proof of liability insurance includin permit for the performance of electrical work may issue unless undersigned certifies that such coverage is in force,and g for operation"coverage or its substantial equivalent The CHECK ONE: INSURANCE has exhibited proof of same to the permit issuing office. I certify,under the sins BOND O (Spm '') P and penalties.of perjur FIRM NAME• y,that the information on this appjlc�n is true and complete t- e ti C Licensee: rt J c�ttiy �c e- S LIC.NO.: (IfaPPucablI enter exempt)in the lice�e number a J nature Address: (� IC.No.:T/ 1'j 71V Q t'9 ZI c-r v Bus.Tel.No.: —`1/o� 7 *Per M.G L c. 147 s.57-61,security work requires D Alt.Tel.No.: OWNER'S INSUl2 ANCE WAIVER: I am aware ePnent of Public Safety"S"License: Lic.No. required by law. B m Signature that the Licensee does not have the liability insurance coverage normally y Y Y gnature below,I hereby waive this re Owner/Agent quirement I am the(check one)IDowner Telephone El owner's agent P one No. PER1l1II'FEE:$ Date. . ` . z`o.y . .. . ORT11 a 3�0y� TOWN OF NORTH ANDOVER ; PERMIT FOR GAS INSTALLATION SACH 5 ACNUSE�t This certifies that . . . .c has permission for gas installationJ'/-- in the building/s of . . .. . . . . . . , North Andover,((Mass. Fei �' Lic. No..�evIly . U. . . . . . . . . . . . . . . . . . . ..k??GAS INSPECTOR Check# 6487 MASSACHUSETTS UNEFORM APPUCATON FOR PERMIT TO DO GAS FITTING (Type or print) d Date NORTH ANDOVER,MASSACHUSETTS tlj Building Logations `7 /� L G OTT V1 LLA6CT Permit Amount$ Owner's Name $ /►v 1" 004- New❑ Renovation Replacement Plans Submitted � a y m U z w w a x o y x F CZ C C q7 m F W a p O C z F 06 v U w S y z F �" �' > d C7 FW+ Z Q r+ W C W � O W F x Z , W > � F. E. y m m Z p z Q z SUB-BASEMENT 3 `7 OV > a F O BASEMENT 1ST. FLOOR 2ND . FLOOR 3RD . FLOOR 4TH . FLOOR 5TH . FLOOR 6TH . FLOOR 7TH . FLOOR 8TH . FLOOR (Print or type) DA /� Name_ !N 7JA1/ C ck one: Certificate Installing Company Corp. Address I LJ JO(A ra'76 Partner. Business a ep one /-77 g 5F _ ` Firm/Co. Name of Licensed Plumber'or Gas Fitter ��� /r�t-/"A-- INSURANCE - INSURANCE COVERAGE I have a current liability Insurance,policy or it's substantial equivalent. Yes Chec� If you have checked es please indicate the type coverage by checking the appropriate box. No 1:3 Liability insurance policy Other type of indemnityB1:3ond 13 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 ofthe Mass.General Laws,and that my signature on this permit application waives this requirement. Signature of Owner or Owner's Agent Check one: Owner ED Agent I hereby certify that all of the details and information 1 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 Massach State Gas C e hapter 142 of the General Laws. By: Signature of Licensed Plumber Or Gas Fitter Title ® Plumber 0� (� City�Town, [3 Gas Fitter License Number 0 Master _ APPROVED(OFFICE USE ONLY) D Journeyman Date. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING • `,/�'' SSACMUS� This certifies that . . . r. c. . . . . .... . . . . . . . . . . . . . . has permission to perform . . �!`` 14. . . .. . . . . . . . . . . . . . . . . . . plumbing in the buildings of at. /D.D. . North Andover, Mass. Fee.)�.?. . . .L>Ic. No.././.2 Y.v. . . . . . . . . . .. .'d_..� �,.. . . . . . . L! PLUMBING INSP TOR Check # / r 7786 07/15/2008 08:35 FAX 413 967 0112 DEC PLUMBING HEATING X1004 MASSACMUSEIT UNIFORM APPLICATIQN FOR PERMIT TO t]O FLUMBI O fa,� Ci ITtwYn:.A/A by B.r,ty AM221MA MIA. t�te:s7yclt____V _Zy. Permtt0- Building Location: Owners Name: Typo of OoouPttnoy: CoMMOrcidl ll Educational❑' Industrial❑ Institutional❑ ResWential❑ New.❑ Aiteration:0 Renovation:1 Repiacament:❑ Plane Submitted: Yes pt No❑ MURES z z U z " awe 1 f W en 0 di � � A. lit W o a p� z A W N 5 a W ILM 4 O aor r e.> > % O G r- zo Uj SUB B$MT. BAS ENT 1 FLOOR Z FLOOR 2 FLOOR 4 FLOOR 6 FLOOR 6 FLOOR 7 FLOOR 8 FLOOR Installing Company Nsme-.AA C, P4YAkNe— , oA7li Check One Only Certificate Address: Q cuyJTown-.-k .,,�Statie:M— 0 Partnership ationship .�, G Q Partnership Business les: 1" - Fax:911-- F1rm/Comp*ny Name Of Licensed Plumber: NCE COVERAGE: I he"a current liabilitylneuranCe polley or its*uwwrrtlal equlralantwhich meets the requimments atN OL Ch.142 Yes Iff No t3 N you have Checked In Please indicate the type of coverage by checking the appmprko box below. A liability insurance policy 9 Other type of indemnNy ❑ BMW ❑ OWNER'S INSURANCE WAIVER:I am*were that the 11"ns"does cot tillg the btewance coverage required by Chapter 142 of the Massachusetts General Laws.and that my signature on this Permit aPPlbatiaa Md=this requirement Check One Only aturs of Of or OwrWs A900 Owner ❑ Agent ❑ 1 hereby 600111Y tf►aE sa at Ilse deraNe ane k0ammegn{hew la entered?r-gerd no thio eppo n are rues a n 0 0Nuraa is the btatt 9 f my Knowledge and that to plumbing wwk and irdmiletlons PffftMsd under the Permit Wound fee thio appilaatlon whi be in comptianoe WM ail Pertinent ProvWm of the 1018e00husetts State Plumbing Code and Chapter 142 of the General laws. VY TV99 of License: r Tide ®Pkrmber Si®nature of Llaensed Plumber ti8ester APRja QFPiCE 4NL durmeyman Lloense Number: . X.Q . . . . .. . It qRT" o TOWN OF NORTH ANDOVER ' PERMIT FOR PLUMBING 40 ,SSACMUS� This certifies that . . . ...... has permission to perform _ . . . . . . . . . . . . . plumbing in the buildings of .( -...... . . . . . . . . . . . . . . . . . . . . . . . . . .. North Andover, Mass. Q Gc/ Fee e 3. . . . .Lic. No.. ``.. . C!� t. . . . . . . . . . . . . 16� ��� PLUUMBIvG INSPECTOR Check # 7766 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS +•► Building Location 'J a 0 e 0 s? Owners Name?> 4 e 1'v��54- Date t_0x7 Ophp Permit# —Type of Occupancy Qj s 4-u e a .., .}— Amount New Renovation Replacement ' Plans Submitted Yes El FIXTURES W U rr Ln CYr a C7 � a � -14 o SMBM A �1�7ACit T�II Kom �FI�OC.R 4M FLOCIt sm)H JOCit 6IIi19IfM M1HYflM EFLOCK (Print or type) Installing Company Name 11 1�a-_2 \� M g "3C 0 1 Check one: II Certificate �'Corp. 7 `71q Address /d S 01-4 N�A S 1 D Q s • � Partner. Business Telephone 1 7 a S`SS-j— Firm/Co. Name of Licensed Plumber: 0 c-0 IT') Insurance Coverage: Indicate the type of insurance coverage by checking theappropriate box: Liability insurance policy E Other type of indenuuty E3 Bond Insurance Waiver: I, the undersigned,have been made aware that the licensee of three insurance this application does not have any one of the above Signature Owner ' \,� Agent LL::11 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 Massachusetts State Plu Bing Code and Chapter 142 of the General Laws. By. igna ure o icense u uneir — Type of Plumbin ense (p 17—r7l 9' r7. Title / 0'7 7 City/Town License um er APPROVED(oma USE ONLY Master rn lJoumeyman ❑ ��� � � i G .� .� i Date.;.7 u �10RTM 6�"o°� TOWN OF NORTH ANDOVER '0; PERMIT FOR WIRING ;,SSACMUSf a This certifies that . .....................................................^- . ..................................... has permission to perform -�'' .................................................... wiring in the build�ing�of,-. ........... .- ................................................ at.................................:. ....................................... ..North Andover,_Mass. Fee/,-,.0........... Lic.No ./ 4D................. . ........... ... ..... I ]EE i1;Ac i SPE R r / Check 8216 �omrn.7rtwaa(l�i a����al�aC/ttUeN,' Official Use Onl% PemulNo . ..._._... BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked! � — �" _ (RCv I/07) cleave hlankl APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All wurl:to be performed in accordance with the Massachusetts Cleciric;ll Code(A4EC), 527 CK( I'_.U0 :�LErIS- ,`1UNT/N/NK OR T'PEALL INFORAilITION) Eintc: -f-,�— Ao, City ur Tuivn of: pl)D, AA)10 16A To rhe lnspeclor• a/ Hires. By this applicauun the undersigned gives notice of his or her (mention to perform the electrical work described below. Lucatiun (Street d Nutnbcr) 4/26— 40.0 JM 61' Owncr or Tcnant �cl'�'1TiJGG r l S ,�d'Sr4 r aAjT Telephunc No, 66—' Y46Y, Owner's -id(lress Is this permit In cunjunctiun with u building permit'' 1'es �J Nu ❑ (Cheep Appropriate Box) Purpose of Bulldinb �a Tia J2,y� Utility Authorization No. Cxison; Service Amps / Volts Overhead ❑ Und rd g ❑ No. ul Meters veN. Se Amps / Volts Ove:heat ' Undgrd � No. of Ivletcrs Number of Feeders and Ampacir), Lucation and Nature of Proposed Electrical Work: R4d1Q4 r6- (6) !o Comolerron of the/ollowfne table mov be waived b•the lnroeclor of Wlre,s, !No. of Recessed Luminaires T No. of Ceil.-Susp. (Paddle) Fans o, of Tota Transformers K%/A INa. of Luminaire Outlets No. of Hot Tubs Generators KVA INa. of Luminaires Swimming Pool Above ❑ n• ❑ o. o mergenc)' Id ttng s'rnd. arnd. Battery Units No. of Receptacle Outlets INa, of Oil Burners FIRE ALARMS INo. of Zones INa. of Switches INo. of Gas Burners o• o etecclon an Devi—lnitiatino No. of Ranges INo. of Air Cond, Tons No. of Alerting Devices r�No- of Waste Disposers eTo�aIP I`rumber ons o, ofof del _ ,ontained DeLection/Alerting Devices '`'o. of Dishwashers (Space/Area Heath; KN' Local Municipal ;.t 1 ❑ Connection ❑ Other I :No. of Dn•ers IHcating Appliances ISN, ecunry vsterns:" INo. 01 •atert ° u No. of Devices or E uivnlent Heitcrs hNW o o Data bViring: 1 Signs Ballasts No. of Devices or C uivnlent Iti'u. Hvdruinussa;L. Bathtubs INo. of h'Intuvs Totnl lip I ciccommunic;muns Wiring: No. of Dcvices or j (OTHER: (troch udainnrial detnrl iIdesiredEnuivnlcnt . orn.r required b,r'rhe lnspeclor of Wo Cs 7snmatec '•taiue of=lectneal Work: (When hen required by municipal policy.) 9 `cork :o S;ar, _6±d,6-fW Inspections to be requested In accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owns, no permit for the performance of electrical work may isslie unless me ! cense- Prov des proof of habiliry insurance including "completed operation-coverage or Its substantial equivalent. The uneersicned c-nlFes that such coverage is In force, and has:xhiboed proof orsame to the permit issuing office. 11EC:< 'DNE :NSUR--\NCE R BOND ❑ OTHER 1] (Specify ) i ce :if- miner ine/taint noel peiiullies of per/nrp, /hay Nie urfurinnlnWn ori (his upplicanon is erne ani(cvrnrpicic. FIRM NA.V1C. r0llA1ddr.4�J dWbT� 2,IG Co /)-j �0 � LIC. NO.: ���?�a D L ccnscc Q� j J}nA/ Swnaturc A LIC. ��n00irca0ic •,rWc•' C.CaipW i�r NiC IICCIiJC nirrrrb P� IrnP/ Address /J16 /TiJ t-!` 104robNbk, Mir) Bus. Tel. No..2ELq!5 K6b� All. TCI. Nu.:�r7 f - s ;7-61 secunir .work ;-quires C)emar^ienl ul unl c Saiety , License Llc No U S !\SLR-kNCE �V-\IVER ! In, awitre tnai the L ccnsce ('Oe: not /role the liabllin Insuranc; :o'era¢e norTnally •coir-c cr Ia" By m\ s cnarure ticlow 1 herehV wai\•- this -cquirem.nt i am the (check one)❑ou1, I� O ner'•�_ca! owner', ae-_nt "'gnaturP Telephone No PERMIT FEE. S i i ��� � 7-�r ��- �� v 1� I �i C� The Commonwealth ofHassachus,ttr v kj Department of Indltstrial Accidents• Office Of Invesfig ations tin r• 600 Washin on Street Bosron, MA 02111 Workers' CompensationIaeetrance Affi .mass:gov/dia A Beane Inforacation davit:BuiiderslContractors/Eiectricians/Phtmbers Please Print LeQibiv Name(BtuineseOrgaoiza6orL4ndivid Address: cirri rzig. ,06,0�p 22 6 Phone#: . Treyou an employer?Check the a PPmP� 'box: a em to erF 'ect P Y with _ 4. �] I am a general contractor and I. ! (7ad employees(full and/or part-time}.* . have hired the m&contractors construction 2• I am:a sole proprietor:or partner- Listed on the attached sheet# ship and have no employees T•}tese s odelin ub-cont`actors have working forme in any capacity. workers' comp.insurance. olition(No workers'comp,iastaance 5. ❑ We are a cotporafion and its ing adrequired.] officers have exercised their trical1 am a homeowner doing all worst right of exemption per MGL 'myself o workz rs'cotrip, x.152; §1(4),and we have no bing re insurance d:]t._ .omployee-&[No workers' 12.0 Roof repairs .a„ comp. insurance required_]: I3.C,Other Y applicant that checks boY#1 mutt also fit`out the section blow ahowir,s their workers'bompanaafion policy information t Homeowners who submit the afruiavit indiceungthey atz tloin art work ; trecters that cheek this box mustatraahed B ° 1O°hire oweldo convectors must submit a new affidavit Inde z additional sheat showing the nww of ffic sub-cootracmn;and cw*sucL 1 aret ax etrtplaptr riser rs ro , twr workers'wmo nolle. io ' � matrt war infornradtom g kers comperrsadon insurance for '.enrloyeemBelow rs.the poffcy Md job site insurance Company Name: Cr 0,620 1A4 Policy#or Self-ins.Lic.#: Q t,�>�, X02 6 `g ress 3S Expiration Date Job Site Add Attach a copy of the cone Clty� Z�' iS/b `� d �✓,� 179�XS compensation policy declaration page(showing the policy oasnber and expiration dad} Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition number and final fine up to$1,500,00 and/or one-year imprisonment,as well as civil penalties in the forrn of a STOP WpRK O pertaltres of a of up to$250.00 a day against the violator. Be advised that a c PMER and a fine investigations of the DIA for insurmtce coverage verification,copy of this statement may be forwarded to the Office of I do hereby cerlify under the pains and en " p aloes OfPL char ae information provided above is Si tete and correct Phone#: :;Q 'c�aZ Qd1 G O})'icicf tcse only. Do not write in.lhra area,to.16i cornpleted bydly or town officio[ . City or Town: Issuing Authority(circle one): Permit/License I. Board ofHeafth Z Bulling Department 3.C' 1Tow fi.Other n7 n Cleric 4. Electrical Inspector S.Plumbing b inspector Contact Person: Phone# a Information and Instructions Massachusetts General Laws chapter 1 S2 requires all emp 30yeers to provide workers' compensation for their employees. M Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any,two or more ofthe1bregoing engaged in a:joint enterprise,and including the legal representatives of a deceased employer,or the receiver or t uster-of an individual,partnership,associatiotr or.other legal entity, employing exmpioyees.*However the owner of a dwelling house having not more than threw apartments and who resides therein, or the occupant of the dwelling house of another who employs persons,to do mersitermce,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not becaase of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or- local licensing agency shall withhold the issuance or renewalof a license or permit to operate a busm"an or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence.of compliance with the insurance coverage required." Additionally, MOL chapter 152,§25C(7)states"Neither the commonwealth nor any of its-political subdivisions shall tatter into any contract for the performance of public work until acceptable evidence of complitince with the insurance reauirerrim is of this chapter have been presented to the contracting authority. Applicants Please fill out the workers'compensation•afsidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractors)narne(s),addness(e s)amd phone ni mbee(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)witb no employees other than the members or partners,are not required to carry worke m'cQsnpensation insurance. If an LLC.or LLP does have employees,a policy is required. Be advised that this afficivit.may be submitted to the Depen mens of industrial Accidents for confirmation of insurance coverage.. Aliso'be sure to sign.and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested, not"&e Department of Industrial Accidents. Should yon have any Questions regarding the law or if you.are required to obtain a workers' eoMpensation policy,:please-eall the Department at the numbe r.listed below. Self-insured companies should entcrtheir saif inscaance:fiea ase:number on the appropriate City or Town Officinis Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicar[L Please be sure to fill in the permit/license number which vvi]I be used as a reference number. in addition,an alipiicant that.must submit multiple.pe rmit/liamm applications in any given year,need only submit one affidavit indicating,current policy'information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of-the affidavit that has been officially stamped or marked by the city or town may beprovided to the applicant as proof that a valid affidavit is on file for futu a permits or licenses. Anew affidavit must be filled out each year.Wheat a home owner or citizen is obtaining a license or permit not related to any business.or commercial venture (i.e. a dog license or permit to bum leaves etc.)said pms6n.is NOT required to.complete this affidavit The Office of Investigations would It -e to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call.. The Department's address,telephone and fax number. The Commonwealth of Massachusetts De partmcnt of Fndiastrial Aecidemts Office Of-Euv atdons 600 Washington Sheet Boston, IIIA 02111 Tel.#617-72-74900 ext 406 or 1-977-MASSAFE Revised 5-26-05 Fax 4 61.7-727-7744 www.mam.gov/dia Q q�pRTl1 Of�t� o 1h0 ,r APPLICATION FOR CERTIFICATE OF OCCUPANCYIINSPECTION Building Permit# ADDRESS/LOCATION OF PROPERTY Map (� Parcel ?5 Lot Number 's SUBDIVISION elJ 1'2� DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: `7 FIVUS) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Permit Issued to: C0 nn) i ex- 1 J i 1 rAQ n Address t p y °r �'vrrun ► I�P. �~t-. R�D . (�,� �� ��r SIGNED 4LP,7� Irn rte,-SIL 4 ROUTINGyU� CONSERVATION PLANNING DPW -WATER METER SEWER/WATER CONNECTION NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW Signature Fife: Application for OC form revised Jan 2007 Date........1,............0 ... .......... Ot koRT" 4, 0 TOWN OF NORTH ANDOVER PERMIT FOR WIRING -2.2 US This certifies that ................. .................... has permission to perform ........... .......VAA.E--�. ...................... wiring in the building of............../?&.,fV,.F77-T............ ........................ at....... 9.11.)................North Andover,Mass. Fee..J4 ...—..�.. Lic.No..Y.q.13,4.........P4.,e, lI4} �EECRICALINSACTO: Check # 6963 Commonwealth of Massachusetts Official use only Department of Fire Services Permit No. Occupancy and Fee Checked , �] ,r BOARD OF FIRE PREVENTION REGULATIONS [Rev.9/05] (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(N)EQ,527 CMR 12.00 (PLEASE PRINT IN INK OR TYP ALL INFORMATION) Date: J 6 City or Town of: I'Ai,^M To the Ins ector of'Wires: By this application the undersigned gives notice,,of his or her intention to perform the electrical work described below. Location(Street& Number) Owner or Tenant /% to 7 Telephone Noq?? -6,63-,�3,�D Owner's Address h2qf clluV 6.0 Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box) Purpose of Building s�f xjSl.� 0tv-e 11 f A,T; Utility Authorization No. / Jt� -I '7 / 9 Existing Service Uv Amps Q-1ri / ' �UVolts Overhead Undgrd❑ No.of Meters New Service 9C&2 Amps I OnO / , 140 Volts Overhead Undgrd ❑ No.of Meters f Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Neyy Pt.,t4g Completion of the ollowin table may be waived by the Inspector of Wires. No.of Recessed Luminaires 3No.of Tota® No.of Ceil.-Susp.(Paddle)Fans Transformers KVA 4 No.of Luminaire Outlets No.of Hot Tubs Generators KVA Above o In- o.of Emergency Lighting No. of Luminaires Swimming Pool rnd. grnd. Batterx Units No.of Receptacle Outlets 101-0 No. of Oil Burners IFIRE ALARMS No. of Zones No.of Switches `(t0 No.of Gas Burners o.of Detection and InitiatingTotaDevices No.of Ranges No.of Air Cond. 3 Tons l No.of Alerting Devices No.of Waste Disposers Heat Pump Number I TonsKW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipa ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No.o aterK`,`, No.of No.of Data Wiring: Heaters Si ns Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: M No.of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value ,f lectr'cal Work: (When required by municipal policy.) Work to Start: Q ('f Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE C VE AG , 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 Covera is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perju,that the information on this application is true and complete. FIRM NAME: eA/C-1<F 60 . LIC.NO.: Licensee: ,� reA,C Signatur LIC. NO.: (If applicabl eke e exe t"in the license number line. j �j�,j /gyp Bus.Tel. No.:41713 � Address:d�`�� f7/I/h!J S`a�r^>° �,P�h✓ev C! �Lf tf Alt.Tel. No.: *Security System Contractor 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: $ I y ��/D � �. �U , �� � � �� �- G . �e vLi� �� � �� _ o� �-�y r r 1 1� i Date.,"V�-. 6 l . NORTH I 00L TOWN OF NORTH ANDOVVE . 00 , PERMIT FOR PLUMBING ,SS'q U5� This certifies that . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . . e' .c-, . !� . . . . . . . . . . . . . . . . plumbing in the buildings of . . �dt/�.r. 77t777. . . . . . . . . . . . . . . at. //. .Y. . :,. G.�!�? "". .�!. . . . . . . . C, North Andover, Mass. Fee.��u.'.Lic. No.� ?.`'.!' .. >�.,r . . . . . . . . . . . PLUMBING INSP=ECTOR Check # . f v 7144 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING r �� Typeor print) �t.O61A- l'i�P,vJxr` MASSACHUSETTS Date ,0 (T Buildingg Locations_ 0 hy�t o _ Permit # �yy C Amount 12 0 — Owner's Name New❑ Renovation Replacement ❑ Plans Submitted ri FIXTURES rn &n rzC W rA z 14 A. � E+ d F C W d .7 1 a a c H a o SL&BM HkEV r isr IE~tDM i ;} { 2M1 RllltR t l �n Rfm 4M RDM 5M FLOOR M 110011 701 FL(M s�lFi>�t (Print or type) Check one: Certificate Installing Company Name G a l i n s k v P l u m b i n g & H g a tin a D Corp. �1l�� Address P.0.B o x 1701 ❑ Partner, ffnverhi 7 1 , MA (11 Rq1 Busmbss Telephone 978-374-1743 Firm/Co. Name of Licensed Plumber: Stephen C. Ga l i n s k y Insurance Coverage- Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy ® Other type of indemnity ❑ Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent ❑ I hereby certify that all of the details and information I have submitted(or entered)i ve application are true and accurate to the best of my knowledge and that all plumbing work and installations erf and it Issued for this application will be in compliance with all pertinent provisions of the Massachusetts S lumb' g C e C ter 142 of the General Laws. By: Ti—gnarure o e se PROOF Title Type of Plumbing License ------_ .------ City/Town LICAh um er Master ❑ Journeyman ❑ APPROVED(OFFICE USE ONLY i I G � I I I r r +4• From , bid'. . . t0 b uild . . . and a and :x : y PROJECT ' APPROVAL D CUMENTS Customer Name : Date 6/16/2006 Job# : 432644 JACKSON LUMBER LIVIC Attention : DAVE ROBERTSON 00 Regarding : WILLIAM 215 MARKET ST. LAWRENCE, MA 01842 BARRETT HOMES .� For Review and Approval: by Building Designer b; rx Wood Trusses Pre-Manufactured Wall Panels I-Joists Laminated Veneer Lumber t! CONSTRUCTION SOLUTIONS YOU CAN COUNT ON WS1 O wou Q20 Pomerleau Street Friday, June 16,2006 P.O. Box 347 O � Q��@���Biddeford, ME 04005 WOOD 1-800-341-9612 fax: 1-207-282-2423 � @[ Ell Customer Name : Date : 6/16/2006 Job # : 432644 JACKSON LUMBER LMC Attention : DAVE ROBERTSON 15500 Regarding : WILLIAM 215 MARKET ST. BARRETT CLAWRENCE, MA 01842 HOMES DWSI CONTACT INFORMATION : COutside Sales Rep : Inside Sales Rep DAVID MATYCHOWIAK DAVID MATYCHOWIAK 20 POMERLEAU STREET EXT : BIDDEFORD, ME 04005 EMail : po@wsitruss.com HOME TEL: 207 2848260 FAX: 207 2848260 Designer : SAMANTHA TURBIDE MOBILE: 207 4233900 EXT : 136 OEMail :turbide@wsitruss.com � o CPage 1 of 1 D PAGE 1 OF 1 FRIDAY, .LUNE 16, 2006 D 20 Pomerleau Street PO BOX 347 LETTER Q)[ Biddeford, ME 04005 SMUCTURES 800-341-9612 U ° o MIT&IL DINC, fax: 207-282-2423 D DJACKSON LUMBER DATE: 6/16/06 ]OB #: 432644 T0: DAVE ROBERTSON DLAWRENCE, MA REGARDING: WILLIAM BARRETT THESE ARE TRANSMITTED X FOR APPROVAL ❑APPROVED AS SUBMITTED ❑RESUBMIT COPIES FOR APPROVAL Q ❑FOR YOUR USE ❑APPROVED AS NOTED ❑SUBMIT COPIES FOR DISTRIBUTION X AS REQUESTED ❑RETURNED FOR CORRECTIONS ❑RETURN CORRECTED PRINTS X FOR REVIEW AND COMMENT ❑ ❑PRINTS RETURNED AFTER LOAN TO US D ❑FOR BIDS DUE PLEASE VERIFY THE FOLLOWING (CHECK OFF BOXES AS YOU VERIFY ITEMS) D ❑LOADING ❑PITCH ❑HEEL HEIGHTS O ❑ON CENTER SPACING ❑OVERHANG/CANTILEVER DETAIL ❑OVERALL TRUSS DIMENSION D ❑OVERALL HEIGHT OF TRUSS ❑OUT TO OUT STUD DIMENSION ❑ROOM SIZE IF TRUSS HAS ATTIC SPACE ❑ BUILDING CODE DI HAVE REVIEWED THE FOLLOWING ENGINEERED TRUSS DESIGNS AND LAYOUTS AND WITH MY SIGNATURE GIVE WOOD STRUCTURES INC.THE AUTHORITY TO MANUFACTURE THE TRUSSES AS PER THE ATTACHED TRUSS DESIGNS. C ------------------------------------------------- ----------------------------------------------------------- n PRINT NAME SIGNATURE DATE Copy to: FILE Signed: Sam Turbide IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE. C i WS/ DESIGN PRICE CHECK Box 347 CUSTOMER: MALA00 JOB NAME: WILLIAM BARRETT QUOTE# 432644 Alfred Road Business Park ft Biddeford, MS 04005 JACKSON LUMBER LMC 15500 SHIP TO: QUOTE DATE: 6/13/2006 215 MARKET ST. RYOD Tel: 207-282-7556LAWRENCE, MA01842 WILLIAM BARRETT HOMES ME WATS: 800-339-0716 114 ACADEMY RD STRUCTURES Out-of-State: 800-341-9612 Page 1 of 2 INC. DAVE ROBERTSON NORTH ANDOVER, MA PREPARED BY: CHECKED BY: CUSTOMER PO# PRICE PR. TECTED DAVID EXT TO FOLLOW UNTIL , DATE ORDERED: ORDER TAKEN DELIVERY DATE: 06/15/2006 01/01/2008 ROOF TRUSS PROFILELABL QTY OVRALL NET PITCH TYPE OVERHANG C LOADING CANTILEVER SPC BRG SIZE UNIT TOTAL PLY LGTH SPAN TOP BOT LEFT RIGHT T TLL-TML-BLL-BDL LEFT RIGHT LEFT RIGHT PRICE PRICE 18 00-03-08 00-03.08 001 24-00-00 24-00-00 7.5 3.75 CAMBE 01-00-00 01-00-00 P 40-10-0-10 00-00-00 00-00-00 24 0 0 BRG# 2 1 00-03-08 00-03-08 002 24-00-00 24-00-00 7.5 3.75 GESTR 01-00-00 01-00-00 P 40-10-0-10 00-00-00 00-00-00 24 0 0 BRG# 2 ROOF TRUSS SUB-TOTAL: 0 HANGERS OTY PART LENGTH SIZE AND TYPE PER FT UNIT TOTAL PRICE PRICE PRICE 1 FRAMING PLAN 1 FRAMING PLAN WITH TRUCK 0 0 HANGERS SUB-TOTAL: 0 Report Date/Time:6/16/2006 1:04:52 PM JOB NOTES TO CUSTOMER: INFO.FROM: SUB-TOTAL 0 PLAN DATE: SPECIAL INSTRUCTIONS FOR DESIGN: DISCOUNTS $0.00 CEILING HEIGHT 12"ABOVE PLATE HEIGHT INTERIOR PITCH 3.75 GRAND TOTAL 0 QUANTITY CHANGES WILL EFFECT PRICES*MAXIMUM UNLOADING TIME IS 1 HOUR* Posted roads are gone, Prime LEAD Times are back,3 day TRUSS SYMBOLS CONCEPTUAL ONLY NOT FOR DESIGN stocks,5 day"quick quote",7 day customs. Quote and design turn around time when you want it,just let us know what you need. Report Date/Time:6/16/2006 1:04:52 PM �` rv� :,` ;: •���;r � 11�i•�� x� ��.A7 �` l v ".) �" ��:y,•l ���� ,i:r 1 •.:\ };. .;\ .1� k�r'.i.;'�� .. `..red .. C r'1..� ��.1., .. ".� �?',-...��. � �)�, .,i' I., ',.c \v:1`' � \i •1 (, `= '�/ 1 J 1/�'/��"� BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES ARRIOSTRE EN TRES PLANOS DE TECHO EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 u © Refer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10'D.C.for 3x2 chords ' r7(This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. -Te ora and 15'D.C.for 4x2 chords LJ —gyp �' Diagonal braces Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. Permanent Brad 10'of 15 every 15 truss for Parallel Chord spaces(30'max.) 1 )P CHORD—CUERDA SUPERIOR III1S5�5 for more 1 information. Truss Span Top Chord Temporary Lateral Brace(TCTLB)Spacing Veal el resu'men Lon itud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior BCSI-87-Arrlostre Up to 30' 10'o.c.max. temporal y Hasta 30 pies 10 ies maximo Dermanente de The end diagonal 30'to 45' 8'o.c.max. trusses de cuerdas brace for cantilevered 30 a 45 pies 8 pies maximo paralelas para mayor trusses must be placed Lateral braces 45'to 60' 6'o.c.max. informaci6n. on vertical webs In line 2x4x12 length lapped 45 a 60 pies 6 pies maximo with the support. over two trusses. 60'to 80'pie 4' max. INSTALLING INSTALACION 60 a 80 pies* 4 pies es —maximo � :Consult a Professional Engineer for trusses longer than 60'. x/(Tolerances for Out-of-Plane.—Tolerancias para Fuera-de-Plano. � *Consulte a un ingeniero para trusses de mas de 6D pies. u Ii Bow Max.Dow Max. Truss Length- Bow Length ' _- .- �.- - — V9r Length >. 3/4" 12.5' See BCSI-B2 for TCTLB options. Max.Bow Length--► 7/8" 14.6' '} Vea el BCSI-B2 para las options Tolerances for Di D(ft.) 1" 16.7' de TCTLB. Out-of-Plumb. ? 1/4" 1' 1-1/B" 18.8' TDlerancias para 1/2" 2' 1-1/4" 20.8' Fuera-de-Plomada. 1-3/8" 229' d Plumb 3/4" 3' Refer to$CSS-@(L 1, t Ael,bob ill 4, 1-1/2" 25.0 ,Gable End Frame 1-1/4" 5' ' Summary Sheet- 1-3/a" 2s 2' �� _ R Bracin�. � 0/50 max - 1-1/2" 6' 2" 233.3' �(Repeat diagonal braces. Vea el resumen LrJ 1-3/4' 7' BCSI-66-Arriostre Repit3 los arriostres 2" >8' delttusstetmbal diagonales. un techo a dos CONSTRUCTION LOADING—CARGA DE CONSTRUCCION ,de es. f 7f Set first five trusses with spacer pieces,then add diagonals.Repeat Q Do not proceed with construction until all bracing is securely Maximum Stack Height IJ process on groups of four trusses until all trusses are set. and properly in place. for Materials on Trusses Instale los cisco primeros trusses con espaciadores,luego los arriostres No proceda con la construction hasta clue todos los arriostres Material Height(h) diagonales.Repita este procedimiento en grupos de cuatro trusses esten colocados en forma apropiada y Segura. Gypsum Board 12" hasty que todos los trusses esten instalados. Plywood or OSB 16" Do not exceed maximum stack heights.Refer to @SSL-l4 Asphalt Shingles 2 bundles ] Summary Sheet-Construction Loading for more information. Concrete Block e" [� 2UTTOM CHORD—CUERDA INFERIOR No exceda las m6ximas alturas recomendadas. Vea el res6men clay Tile 34 tiles high g BCSI-B4 Carga de Construcci6n para mayor informacibn. ateral braces 2x4x,x4x12'length lapped ryi;l� over two trusses. Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. r7( Place loads over as many trusses as possible. I"I Coloque las cargas sobre tantos trusses tomo sea posible. 1. Diagonal braces Position loads over load bearing walls. every 10 truss spaces(20'max.) Coloque las cargos sobre las Paredes soportantes. 10'-15'max, ALTERATIONS—ALTERACIONES `�-] Some chord and web members not shown for clarity. Q Refer to BC5I-55 Summary Sheet-Truss Damage Jobsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danos de trusses Modificaciones en la Obray Errores de Instalaci6n 3 EB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut,alter,or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte,altere o perfore ning6n miembro estructural de IDS }' trusses,amends que este especificamente permitido en el dibul Web members del diseno del truss. 1"B QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. a Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses,pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE:The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator(if applicable)are ca- pable to undertake the work they have agreed to do on a particular project.The Contractor should seek any required assistance regarding construction practices from a competent parry.The methods and procedures outlined are Intended to ensure that the overall construction - techniques employed will put noor and roof trusses into place SAFELY These recommendations for handling,installing and bracing wood Diagonal braces trusses are based upon the collective experience of leading technical personnel in the wood truss industry,but must,dueto the nature of t every 10 truss responsibilities involved,be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor'R is not ; intended that these recommendations be interpreted as superior to any design specification(provided by either an Architect,Engineer spaces(20'max.) the 10'-15'max. Building Designer,the Erection/Installation Contractor or otherwise)for handling,installing and bracing wood trusses and It does _ not preclude the use or other equivalent methods for bracing and providing stability for the walls and columns as may be determined by same spacing the truss Erection/Installation Contractor.Thus,the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any as bottom chord responsibility for damages arising from the use,application,or reliance on the recommendations and information contained herein. Q lateral bracing Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise lane•Madison,WI 53719 218 N.Lee St.,Ste.312•Alexandira,VA 22314 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! L 608/274-4849.www.woodtruss.com 703/683-IDIO•wwwApinst.org BIWARN11x17200SO501 i A= ;::►` .�'. 7►�K ): i�.r5�a- ?�. 1� ] x� i-=X c�� 'a ,a �:' J J fl► v� !/AX . �� '\'. _'�_ `\.. --, •�'c'A GENERAL N TE N HAND ERECTION—LEVANTAMIENTO A MANO NOTES NOTAS S G ENE L RA ES Trusses are not marked in any way to identify Los trusses no estan marcados de ning6n modo que 1-7( Trusses 20'or ;%`; --, n(Trusses 30'or the frequency or location of temporary bracing. identifique la frecuencia o localizaci6n de los arricstres Ll less,support LJ less,support at t . Follow the recommendations for handling, (bracing)temporales.Use las recomendaciones de manejo, at peak. quarter points. r installing and temporary bracing oftrusses. instalaci6n y arriostre temporal de los trusses.Vea el folleto Levante Levante de Refer to BCSI 1-03 Guide to Good Practice for BCSI 1-03 Gufa de Buena Practica para el Manejo Instalaci6n Handling Installin &Bracin of Metal Plate del plcn los delos tramcuartosf 9 4 y Art de los Trusses o Madera Connectados con trusses de 20 de tramp los Connected Wood Trusses for more detailed placas de Metaloara para mayor information. information. pies o menos, trusses de 30 .I Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar E Trusses up to 20' -1p. pies o menos. Trusses up to 30' permanent bracing on individual compression las localizaciones de los arriostres permanentes en los Trusses hasta 20 pies �russes hasta 30 pi members. Refer to the BCSI-83 Summary miembros indivrcluales en compresi6n.Vea la hoja resumen Sheet-Web Member Permanent Bracing/Web BC5I-B3 para Ips arriostres permanentes v refu Zs__d2145 Reinforcement for more information.All other miembros secundarios(webs)para mayor informad6n.EI HOISTING—LEVANTAMIENTO permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del �(Hold each truss in position with the erection equipment until temporary bracing is installed a of the Building Designer. DisOador del Edificio. LJ truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el �i The consequences of improper handling,installing truss asegurado en los soportes. and bracing may be a collapse of the structure,or . worse,serious personal injury or death. EI resultado de un manejo,instalaci6n y arriostre Do not lift trusses over 30'by the peak. inadecuados,puede ser la cada de la estructura No levante del pito los trusses de mas de 30 pies. a6n peor,muertos o heridos. t „pa Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges.Wear RECOMMENDACIONES DE LEVANTAMIENTO Q' gloves when handling and safety glasses when Q oo POR LONGITUD DEL TRUSS a cutting banding. Empaques y placas de metal tienen bordes 60'or less afilados. Use guantes y lentes prctectores cuando corte los empaques. HANDLING - MANEJO Approx.1/2 Taglinez truss length O QAllow no more No permita mas Q Use special care in Utilice cuidado TRUSSES UP T3 30' than 3"of deflec- de 3 pulgadas de windy weather or especial en dias TRUSSES HASTA 30 PIES tion for every 10' pandeo por cada 10 near power lines ventosos o cerca de of span, pies de tramo. and airports. cables electricos o de aeropuertos. Dreader bar 10' Toe-in Toe-in 10 F. Spreader bar for Spreader bar 1/2 to truss bundles Tagline 2/3 truss length g TRUSSES UP TO 60' TRUSSES HASTA 60 PIES a I 10, m Locate Spreader bar Attach LLL .I. t-7f Check banding Revise los empaques above or stiffback 1m x. LJ prior to moving antes de mover los I max. P 9 mid-height rRU bundles. paquetes de trusses. Pick up vertical Levante de la cuerda bundles at the superior los grupos Q Avoid lateral bending.—Evite la Flexidn lateral.top chord, verticales de trusses. - bar 2/3 to s length Tagline AND OVER 60' TY SOBRE 60 PIES i «� BRACING - ARRIOSTRE GDo not store No almacene Q Refer to BCSI-B2 Summary Sheet-Truss Installa- a unbraced bundles verticalmente los tion and Temporary Bracing for more information. upright. trusses sueltos. Vea el res6men BCSI-B2-Instalaci6n de Trusses ' y Arriostre Temporal para mayor informaci6n. \ 4 ONE WEEK OR LESS MORE THAN ONE WEEK ' Do not walk on untraced trusses. Q® No camine en trusses sueltos. Top Chord Temporary La�I 4 �5'�,r s Locate ground braces for first truss directly Bracing(TCTLB) 1 1 * �:,1 _ U Q in line with all rows of top chord temporary QBundles stored on the ground for one ' t lateral bracing. week or more should be raised by blocking •* Coloque los arriostres de tierra para el at 8'to 10'on center. primer truss directamente en linea con n Los paquetes almacenados en la tierra por Do not store on No almacene en cada una de las fllas de arriostres laterales 2x4 una semana o mas deben ser elevados uneven ground. tierra desigual. temporales de la cuerda superior. u con bloques a cada 8 o 10 pies. - - �i Iq Brace first truss well before erection of QFor long term storage,cover bundles to pre- additional trusses. vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes para prevenir aumento --- de humedad Pero permita ventilaci6n. .+ r .1',.IN1 ►`, i J i°I�l'_1 W `�A��� r'�^ L` J_I l 1,:�"� :•,J�`, �� ! J iJr�,�, r. FOR TRUSSES UP TO 2'-0" ON_CENTER AND 80'-0" IN LENGTH PARA TRUSSES ESPACIADES HASTA CADA 2 PIES Y HASTA 80 PIES DE LONGITUD i Q Disregarding handling, installing and bracing safety recommenda- tions is the major cause of truss erection/installation accidents., LJ EI no seguir las recomendaciones de manejo, instalacion y arriostre es la causa principal de los accidentes durante la instalacion de los trusses. Lateral bracing is not ,., E. 14 O - adequate without diagonal bracing. EI arriostre lateral ' no es adecuado sin arriostre diagonal. z . Always diagonally 1 �d 4' brace for safety! llr� � ..4=r4 Siempre arriostre diagonalmente por I _` `* '- ` ` seguridad! '�'" f EA r MAXIMUM TOP CHORD TEMPORARY LATERAL BRACING SPACING (TCTLB) MAXIMO ESPACIAMIENTO DEL ARRIOSTRE LATERAL TEMPORAL DE LA CUERDA SUPERIOR (ALTCS) TCTLB shown in green ALTCS mostrado en verde Diagonal bracing shown in red j Arriostre diagonal mostrado en rojo ,. * i 4' C. *1Q .rw �d O ew�, Zb *8. - 8 O C X. C. _`�+Ypir�a n,�x�:„ mak �;. 40 to p 80 s s . 4p t'aps 4p to 30\\ 4p to 45 , 60. The graphic above shows the maximum on-center spacing EI dibujo arriba muestra el maximo espaciamiento del (see * above) of TCTLB based on truss span from the table (vea * above) ALTCS basado en la tabla del segundo paso in Step 2 on page 3. en la pagina 3. D • Ground bracing not shown for clarity. •Arriostre de tierra no se muestra para claridad. • Apply diagonal bracing or sheathing immediately. For •Aplique arriostre diagonal o entablado(sheathing) spans over 60' the preferred method is sheathing inmediatamente. Para tramos mayores de 60 pies el immediately. metodo preferido es entablar inmediatamente. Q spans over 60'may require complex temporary bracing.Consult a Professional Engineer. Tramos mayores de 60 pies pueden necesitar arriostre temporal complejo.Consulte a un Ingeniero. �.( l 501 132Temp 20050 . iyy`'.. l �i� � � l) l) r� • v s L `��� •Y rd - V �i /'r.0 This CHECK THESE ITEMS BEFORE STARTING ERECTION/INSTALLATION AND CORRECT AS NEEDED man REVISE ESTOS PUNTOS ANTES DE EMPEZAR LA INSTALA CION Y CORRIJA Este plar Q Building dimensions match the construction plans. Q Trusses are the correct dimension. Dimensiones del edificio concuerdan con pianos de Dimension de los trusses es correcta. a construction. Q Tops of bearing walls are flat, level and at the correct Q Supporting headers, beams, walls and lintels are elevation. accurately and securely installed. La parte superior de las paredes de sostener son r Travesa&s(headers), vigas y linteles estgn precisa y planas, nivelada y a la elevaci6n correcta. I seguramente instalados. Q Jobsite is backfilled, clean and neat. ill Q Hangers,tie-downs, and bracing materials are on site Terreno en la obra este relleno, limpid y piano. and accessible. Colgadores(hangers), soportes de anclaje(tie-downs) y materiales de arriostre estin accesibles en la obra. Q Ground bracing plan for first truss is based on site Q Erection/installation crew is aware of installation plan and building configuration. _ and bracing requirements. Pianos de arriostre de tierra para el primer truss La cuadrilla de instalacOn debe tener conoclmiento del estan basados en el terreno y forma del edificio. 1 For plan de instalaci6n y requerimientos de arriostre, Interior l Sur Q Multi-ply trusses, including girders, are fastened Par together prior to lifting into place. Par Trusses de varias tapas, incluyendo trusses soportantes vei estgn conectados juntos antes de levantarlos en el L BC lugar que les corresponde. TO Q Any truss damage is reported to Truss Manufacturer. Refer to BCSI-B5 Summary Sheet—Truss Damage, Exterior Jobsite Modifications and Installation Errors. Cualquier dano a los trusses ha sido reportado al fabri- cante de trusses. Vea el resilmen BC5I-85—Dan"o a los If ground level is too far from truss for exterior ground bracing, ^� Trusses, Modifications en la Obra y Errores de insta- use interior ground bracing. laci6n. Si la altura de los trusses at piso exterior es mucha,arriostre at Q Load bearing walls are plumb and properly braced. piso interior. Paredes soportantes estan a plomada y correctamente arriostradas. i STEPS TO SETTING TRUSSES PASOS PARA EL MONTAJE DE TRUSSES Establish Ground Bracing Procedure: Exterior or Interior A'i is Establezca el Procedimiento de Arriostre de Tierra;Exterior o Interior TCTLB TCTI�LB 'All Bracing to wall or end jack for hip set Gss(or gable Ground brace d frame)of braced Pa II degonal group of trusses \ Gmund r r Groendb—eFirst truss 1 He � t GM s, i C° 1 aaao�l G o 9�d Gdvsngroond broro - Wall bracing take--► lata `'„'+ ce H S d Backup graufM r Strut 11I stake End brace "”` x' �1 Hommfal tie member yy with multiple stakes EXTERIOR GROUND BRACING INTERIOR GROUND BRACING INTERIOR GROUND BRACING To WALL ARRIOSTRE DE TIERRA EXTERIOR ARRIOSTRE DE TIERRA INTERIOR ARRIOSTRE DE TIERRA INTERIOR A LA PARED I i� � 7NJNii;r`1 ,f I — . r— �3iX�]�1►����L'•�:s� 7i9 aaL��i�L�J �;zr��±1c d�.L Calculate Ground Brace Locations 2■ Calcule Localization de los Arriostres de Tierra I� Q Use truss span to determineTruss span TCTLB Spacing g p bracing interval of ToChord TCTLB � Lon itud de Tramo Es aciamiento del ALTCS _ Temporary Lateral Braces up to so' to'o.r.max. Hasta 30 pies 10 pies maximo 1 L from table. 30'to 45' s'o.c.max. Use la longitud de tramo para 30 a 45 pies 8 pies maximo determinar e/espaciamiento 45'to 60' 6'o.c.max. 45 a 60 ies 6 pies maximo del arrosre lateralem oral 4 ittemporal 60'to 801* 4'o.c.max. de la cuerda superior en la 60 a 60pies* 4 ies maximo tabla adjunta. *Consult a Professional Engineer for trusses longer than 60'. r *Consulte a un ingeniero para trusses de mas de 60 pies. ! I l TCTLB �- J Undel B' �6�.rdda Frac¢ 10"or greater ss• s-s• sem• e'-m° '�• a'<° Truss attachment JJ a3'-0•span required at support(s) Tniss Svan J Q Locate additional TCTLBs at each Q Locate additional TCTLBs over Q Locate a vertical ground brace at change of pitch. bearings if the heel height is 10" each TCTLB location. Localice ALTCS adicionales en cads or greater. Localice un arriostre de tierra verti- J cambio de inclination. Localice ALTCS adicionales cal en cada ALTOS. L_ sobre los soportes si la altura del extremo(heel height)es de 10 pulgadas o mas. J rh M� Set First Truss and Fasten Securely to Ground Braces r 3■ Coloque el Primer Truss y Conectelo en Forma Segura a los Arriostres de Tierra Q Set first truss or gable end frame and fasten securely to ground brace verticals and to the wall, or as directed by the J r, Building Designer. Example of first truss installed. Coloque el primer truss y conectelo en forma segura a los arriostres de tierra verticales y a la pared, o tomo indique el disenador del edificio. Ejemplo del primer truss instalado. JJ TCTLB TCTLB locations locations TCTLB �J locations i � .v"�iv&M"' dk ✓lu6 A�nw=J"&L � � �R EXTERIOR GROUND BRACING INTERIOR GROUND BRACING INTERIOR GROUND BRACING TO WALL ARRIOSTRE DE TIERRA EXTERIOR ARRIOSTRE DE TIERRA INTERIOR ARRIOSTRE DE TIERRA INTERIOR A LA PARED I IMPORTANT SAFETY WARNING! r First truss must be attached securely to all ground braces prior to removing the hoisting supports. L ADVERTEMCIA IMPORTAMTE DE SEGURIDAD 6 El primer truss debe ser sujeto en forma sequra a todos los arriostres de tierra ' antes de quitar los soportes de la grtia. l Set Next Four Trusses with TCTLB in Line with Ground Bracing This 4m Coloque los Siguientes Cuatro Trusses con los ALTCS en Linea con los Arriostres de Tierra mar Este 0 Attach trusses securely at all bearings, shimming bearings as necessary. Example of first five trusses. 1 pl de Conecte los trusses en forma segura a todos los soportes, rellenando solidamente los soportes si fuera necesario. a` Ejemplo de los cinco primeros trusses. See options below See options below See options below k,' {. i i s For see EXTERIOR GROUND BRACING INTERIOR GROUND BRACING INTERIOR GROUND BRACING TO WALL 1 Sur ARRIOSTRE DE TIERRA EXTERIOR ARRIOSTRE DE TIERRA INTERIOR ARRIOSTRE DE TIERRA INTERIOR A LA PARED Par j Pai Vei The three options for installing TCTLB spacer pieces. j BC Las tres opciones para instalar piezas de espaciamiento para ALTCS. I Ti Option i Option 2 Option 3 Top Nailed Spacer Pieces End-Grain Nailed Spacer Pieces Proprietary Metal Bracing Products Opci6n i Opci6n 2 Opci6n 3 �- Piezas de espaciamiento Piezas de espaciamientos Productos de refuerzo de clavadas arriba conectadas al extremeo metal patentado I` 27"+ N 1'/2"minimum Use 2-16d deformed See manufacturer's f end distance shank nails minimumsp ecifications. lI 1 V2 pF221/7ulgadas 22'/2" at each spacer to truss vea las 722'/2" m7 distancia connection. espechIcaciones del de extremo Do not use split Use como minimo 2 fabricante. 2 nails minima spacer pieces. claves largos(16d shank at every nails)en cada coneccidn connection No use piezas de de los espaciadores con 2 clavos en espaciamiento con el truss. cada coneccidn rajaduras. !I 2 2112 27"+ 22'/2" 22'/2" Do not use split spacer pieces. No use piezas de espaciamiento con Hz rajaduras. i IMPORTANT SAFETY WARNING! A Never release the truss from the hoisting supports until all top chord temporary lateral braces are installed and bearing attachments are made. w &ADVERTENCIA IMPORTANTE DE SEGURIDAD 0 Nunca suelte el truss de los soportes de la griva hasta que todos los arriostres laterales de la cuerda superior estdn instalados y el truss este conectado a los soportes. BRACING MATERIAL AND CONNECTIONS MATERIALES DE ARRIOSTRE Y CONECCIONES Q Bracing material must be at least 2x4 stress-graded lumber unless specified otherwise by the Building Designer. Material de arriostre Bebe ser por to menos 2x4 madera graduada por esfuerzo a menos que el disenador indlque diferente. Q All bracing and spacing members must be connected with at least the nails shown at right, except for the spacers shown in Step 4, Option 2, which require 16d deformed-shank, ring, barb or screw nails. 10d(0.128x3") Todos los arriostres y miembros espaciadores deben ser 12d(0.1280.25') Lj conectados por to menos con los clavos mostrados a la 16d(0.1350.5") 1 derecha, con excepcion de los espaciadores mostrados en �! el Paso 4, Opci6n 2, que requieren clavos largos 16d(shank nails), anillos,plias, o tornillos. Drive nails flush or use double-headed nails for easiest brace removal. Penetre los clavos al raso o use clavos de dos cabezas para quitar los arriostres mds fdcilmente. i �L Install Top Chord Diagonal Bracing WS■ Instale Arriostre Diagonal en la Cuerda Superior Q Attach diagonal bracing to the first five trusses. Example of diagonal bracing on first five trusses. Coloque arriostre diagonal en los cinco primeros trusses. Ejemplo de arriostre diagonal en los cinco primeros trusses. 1 71 J I ,. EXTERIOR GROUND BRACING INTERIOR GROUND BRACING INTERIOR GROUND BRACING TO WALL ARRIOSTRE DE TIERRA EXTERIOR ARRIOSTRE DE TTERRA INTERIOR ARRIOSTRE DE TIERRA INTERIOR A LA PARED T Q Or start applying permanent roof sheathing. Example of permanent roof sheathing installed on first five trusses. O empiece el entablado Permanente. Ejemplo de entablado permanente instalado en los cinco primeros trusses. UN Install Web Member Diagonal Bracing Thi; 6m Instale el Arriostre Diagonal de Miembros Secundarios - { ma Est Q Temporary web member diagonal bracing acts with the top web members Pla chord and bottom chord temporary lateral bracing to form i triangulation perpendicular to the plane of the truss and a prevents trusses from leaning or dominoing. EI arriostre diagonal temporal de los miembros Secundarios trabajan con los arriostres temporales de la cuerda supe- \ rior y de la cuerda inferior para formar una triangulacion Diagonal braces perpendicular al plano del truss y evita clue los trusses se every 10 truss inclinen o caigan como dominos. 1o'-1s'max. spaces(20'max.) Q Install at about 45° on web members (verticals whenever same spacing 1as bottom chord Some chord and web members possible); locate at or near bottom chord lateral bracing lateral bracing 1 locations. Repeat at the interval shown. not shown for clarity. Instale a aproximadamente 450 en los miembros secundarios(verticales cuando sea posible); coloque abajo o cerca de las localizaclones de los arriostres laterales de la cuerda inferior. Repita a los intervalos mostrados. 1 Q Permanent lateral web bracing requirements are specified separately on the Truss Design Drawing. Refer to BCSI-B3 Foi Summary Sheet—Web Member Permanent Bracing/Web Reinforcement for more information. sei Requerimientos de arriostre permanente lateral de los miembros secundarios son especihcados por separado en el dibujo del SU Pa diseno del truss. Vea el Resumen BCSI-B3—Refuerzos y Arriostres de los Miembros Secundarios para mayor information. Pa ve _ Mono pitch trusses, deep flat trusses and similar high-end-type trusses require BC temporary lateral and diagonal bracing at the end. ' w� Trusses de una sola pendiente, trusses planos profundos y trusses similares con un extremo profundo requieren arriostre temporal, lateral y diagonal en los soportes a el final. Install Bottom Chord Bracing 7■ Instale el Arriostre de la Cuerda Inferior Q Lateral and diagonal bottom chord bracing stabilizes the bottom chord plane. Arriostre lateral y diagonal en la cuerda inferior estabilizan el plano de la cuerda inferior. Q Install temporary lateral bracing at 15' on-center maximum. Remove, if desired, after the permanent ceiling diaphragm is Lateral braces in place. 2x4x12'length Instale los arriostres laterales tempora/es cads 15 lapped over Ales Como two trusses. maximo. Quitelos, si asi to desea, despues que el diafragma Permanente del cielo raso este colocado. Q Install permanent lateral bracing at 10' on-center maximum. Specified spacing may be less; check with the Truss Design Drawing and/or the Building Designer. Instale los arriostres laterales permanentes cada i0 pies Diagonal braces Como maximo. El espaciamiento especificado puede ser every 10 truss menor; vea el dibujo del diseno truss o verifique con elspaces(20'max.) disenador del edificio. 10' 1s max. f Q Install diagonal bracing at intervals of maximum 201. Some chord and web members f H Instale arriostres diagonales a interva/os de 20 pies maxmo. not shown for clarity. 6 IMPORTANT SAFETY WARNING! ,& Do not remove ground bracing until all top chord, bottom chord and web bracing is installed on at least the first five trusses. ADVERTEMCIA IMPORTAMTE DE SEGURIDAD NO quite el arriostre de tierra hasta que todos los arriostres de is cuerda superior, deIa cuerda inferior y de los miembros secundarios estd instalada por io menos en los cinco primeros trusses, 414 lt:l ,1� r 1 I I I I Q Repeat Steps Four Through Seven on Groups of Four Trusses Using Option A or B V■ Repita los Pasos 4 at 7 en Grupos de Cuatro Trusses Usando la Opcidn A o la Opcion B Option A: Install long lateral braces on each group of Option B: Install diagonal bracing on each group of four four trusses that have been set with spacer pieces. Install trusses that have been set with spacer pieces. diagonal braces every 20' maximum. Opcidn B:Instate arriostre diagonal en cada grupo de Opcidn A:Instate arriostres laterales largos en cada grupo cuatro trusses que han sido colocados con espaciadores. de cuatro trusses que han sido colocados con espaciadores. -. Instate arriostre diagonal cada 20 pies maximo. TCTLB TCTLB Lateral braces spacing spacing 'length lapped over t over two trusses. Spacer options on pg.4. T 1 Diagonal braces Repeat T every 10 truss dia spaces(20'max.) bracesal I L ENSURE THAT ALL TRUSSES ARE PROPERLY r't T DIAGONALLY BRACED AT THE END OF EACH DAY'S WORK L Sheath early...sheath often. Do not wait until all trusses # U are set to apply sheathing. "" ASEGURESE QUE TODOS LOS TRUSSES ESTEN 1� M PROMAMENTE T�DOS AJODIAGONALMENTE AL TERMINODECADA DIA Entable temprano... entable con frecuencia.No espere _ IT r hasta que todos los trusses estdn instalados para aplicar el entablado. F , WARNING! Remove only as much bracing as is necessary to nail down the next sheet. DO NOT EXCEED TRUSS DESIGN LOAD WITH CONSTRUCTION LOADS. (SEE BCSI-B4) 6 ADVERTENCIA!Quite solo tantos arriostres como sea necesario para clavar la siguiente hoja L de entablado. NO EXCEDA LA CARGA DE DISENO CON CARGA DE CONSTRUCCION. (VEA BCSI-B4) (-' ALTERNATE INSTALLATION METHOD: BUILD IT ON THE GROUND AND LIFT IT INTO PLACE L METODO ALTERNO DE INSTALACION.ARMELO EN LA TIERRA Y LEVANTELO EN POSICION 0 l^ Position trusses on the ground. JL Ensamble los trusses en la tierra. Q Install web and bottom chord bracing as required by the building designer. e, Instate los arriostres de los miembros secundarios y de la cuerda inferior como indique el disen"ador del edificio. Q Install permanent sheathing for stability. r Instate el entablado permanente para estabilidad. L Q Pick up the assembly and set it in place. Levante el ensamblaje y coloquelo en posicion. i LQ Be sure to get the proper professional engineering guidance to lift the entire system into place safely and efficiently. FAsegtirese de obtener la propia guia profesional de ingenieria para "` } d levantar el sistema completo a su lugar en forma segura y eficiente. J.i\.`I`.L`i�- �:f��4[I:.4���Ii:1, �J•?_�HI.'l�`�'-�_..1AZ'P �'�.lel y\J„J tl r. This document applies to all sloped and flat chord trusses See Section B2 of the BCSI 1-03 Booklet for special manufactured from 2x lumber such as: conditions such as: Este documento aplica a todos los trusses inclinados y Vea la Secci6n B2 del folleto BCSI 1-03 para condiciones pianos construidos de madera 2x tales como: especiales tales como: i Gambrel Truss Mono Truss Piggyback Trusses Field-Spliced Trusses Scissor Truss Flat Truss Valley Sets and Over-Framing For flat trusses manufactured with 3x2 or 4x2 lumber, For trusses spaced more than 2'-0"on center,see Section see Section 67 of the BCSI 1-03 Booklet or the BCSI-B7 B10 of the BCSI 1-03 Booklet or the BCSI-B10 Summary � Summary Sheet—Temporary and Permanent Bracing for Sheet—Post Frame Truss Installation and Bracing. U Parallel Chord Trusses. Para trusses espaciadas a mas de 2 pies, vea la Secci6n Para trusses pianos fabricados con madera 3x2 o 4x2, B10 del folleto BCSI 1-03 o el Resilimen BCSI-B10 vea la Secci6n 67 del folleto BCSI 1-03 o el Res6men —Instalaci6n y Arriostre de Trusses Post-Frame. I j BCSI-B7—Arriostre Temporal y Permanente para LJ Trusses de Cuerdas Paralelas. >2O.C. >Z o.c. u' I This document replaces WTCA's TTBWTCAB2 - Always Diagonally Brace for Safety -� This document summarizes Part 2 of an 11-part informational series titled:Building Component Safety Information BCSI 1-03-Guide to Good Practice for Handling,Installing&Bracing of Metal Plate Connected Wood Trusses.Copyright©2004,2005 Wood Truss Council of America and Truss Plate Institute.All Rights Reserved. ` This guide or any part thereof may not be reproduced in any form without the written permission of the publishers.Printed in the United States of America. wTr�TM WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane 218 North Lee Street,Ste.312 Madison,WI 53719 Alexandria,VA 22314 608/274-4849•www.woodtruss.com 703/683-1010•www.tpinst.org :j L r ° •: I ^ I,�r;`"A_'J .+'����:;1I� Jr � �L• � � (���� � _��`' �!/ ��`�_l �� a �� f��.r II_ l (k JJ l UJ 1 Web members within the truss may require some type D of permanent bracing or reinforcement to prevent buckling under design loads. In general, bracing FIry,las; One brace required on provides lateral support to reduce the buckling length — ;i i each of these webs. of the web; reinforcement adds material to increase the j "" i un arriostre se necesita D section properties of the web making it more stable. The en cads de estos miembros secundarios. Truss Design Drawing will indicate which web bracing/ , reinforcement option has been assumed in the design. Miembros secundarios en un truss pueden necesitar algun tipo de arriostre o refuerzo para prevenir el pandeo bajo a6 cargas de diseno. En general, el arriostre proporciona D soporte lateral para reducir la longitud de pandeo de los s=3.5.5 3-44 3-4s=3s-5 miembros secundarios, refuerzos aumentan material para 2-4 x- incrementar las propiedades de la seccion transversal D de los miembros secundarius haciendolos mas estables. 3 3-8 El dibujo del diseno del truss indicara si se ha asumido 2.5.4 s=3.5.5 3-8 2.544 arriostre o refuerzo en el diseno. D Q Braces or reinforcement must be at least 2x4 stress-graded lumber, unless specified otherwise by the Building Designer. Arriostres o refuerzos deben ser por to menos 2x4 madera graduada por esfuerzo, a menos que el disefiador del edificio especifique de otra manera. Q Fasten bracing to each truss with 2-10d (0.128x3"), 2-12d (0.128x3.25"), or 2-16d (0.135x3.5") nails. Asegure los arriostres a cada truss con 2 clavos 10d(0.128 x 3.0 pulgadas), 2 clavos 12d(0.128x3.25 pulgadas), o 2 clavos 16d(0.135x3.5 pulgadas). D Q Always refer to the Truss Design Drawing for specific information. Siempre vea el dibujo del diseno del truss para informacion especifica. DSIX METHODS FOR PERMANENT WEB BRACING OR WEB REINFORCEMENT SETS METODOS PARA ARRIOSTRE O REFUERZO PERMANENTE DE LOS MIEMBROS SECUNDARIOS DContinuous Lateral Bracing(CLB)and Diagonal Bracing ,`. Arriostre Continuo Lateral(ACL)y Arriostre Diagonal D Q If web bracing is required, CLBs are most frequently specified. Si el arriostre de los miembros secundarios D es necesano,ACLS son especificados mas frecuentemente. Q The Truss Design Drawing will specify the D number and location of CLBs. El dibujo del diseno del truss especificara el numero y la colocacion de los ACLS. DQ CLBs work most efficiently when applied to three or more trusses with similar web patterns. D Los ACLs funcionan mas eficientemente cuando se aplican a tres o mas trusses con miembros secundarios similares. B3Web 200400501 Y(`C .j l-1-J �J"'JJ'l�L� �JY � � ���Gl'✓M���./�1�J:rI��1J���1�.7� I � 17 i � �;3i+7 Y►I� �i� � ' o 41 Continuous Lateral Bracing (CLB)and Diagonal Bracing (continued) 1 Arriostre Continuo Lateral(ACL)y Arriostre Diagonal(continuaci6n) Diagonal bracing options Opciones de arriostre qJ diagonal Permanent 1 II continuous L l lateral bracing Arriostre continuo lateral permanente y !I Repeat diagonal bracing every 20'or as specified.Closer L1 Some chord and web �N � wspacing may be required by the JJJ members not shown for Building Designer. clarity. wg Repita el arriostre diagonal Algunas cuerdas y miembros t a cada 20 pies o como digan las secundarios no se muestran �� � especificaciones.Espaciamiento por claridad. menor puede ser exigido por el disen"ador del edificio. d Always Diagonally Brace the Permanent Continuous Lateran Bracing!. 6 Siempre Ardostre Diagonalmente los Arriostre Continuo Lateral Permanentesl 6 8 CLBs must always be diagonally braced)for rigidity. Los ACLS siempre deben ser arriostrados diagonalmente por rigidez d CLBs alone DO, NOT prevent adjlacent braced webs from buckling in the same direction at the same time. Los ACLS solos NO evitan que los miembros secundarios arriostrados se pandeen en la misma direcci6n at mismo tiempo. 6 It is the B'uild'ing Designer's responsi�bi'lity to indicate how to adequately stabilize the lateralbracing using diagonal' a bracing i or some other means. Es la responsabilidad del Disen"ador del edificio indicar como estabilizar en forma adecuada los arriostres laterales O usando arriostres diagonales o de otra manera.. Some Truss Manufacturers will mark web member permanent bracing PERMANENT LATERAL I a locations on the truss itself. One example is the truss tag shown here. BRACING REQUIRED I W. ; iac� a Algunos fabricantes de trusses marcan la localizaci6n de los arriostres permanentes de los miembros secundarios en el mismo truss. Un ejemplo I w it es la etiqueta de truss mostrada aqui. i g ' REFER TO TRUSS DESIGN DRAWING d g OR NUMBER 6 LOCATION OF BRACES U I CLBs can only be applied if there are at least three similarly configured trusses in a row with trusses spaced at 6' on-center or less. ACLS pueden ser aplicados si hay por to menos tres trusses con miembros secundarios similares uno a)cada a lado del otro a cada 6 pies o menos. Reinforcement options are used when adjacent trusses do not have similar web patterns. `� D Opciones de refuerzos se usan cuando los trusses `- adyacentes no tienen miembros secundarios similares. xl_�u:C�l :1 A;7i�I�i�_r' .y; c ` 1ja!1�3'3�►'l�-`3�l�F' 2T-Reinforcement 0 Refuerzos-T [J1 T-reinforcement, often called T-bracing, typically provides the greatest increase in buckling strength for a given size of reinforcing material. Refuerzos T, frecuentemente llamados "t-bracing" tipicamente proveen el mayor aumento en fuerza de pandeo, dado un cierto tamano de material de refuerzo. Q The size, length and grade of the reinforcement lumber and the fastener schedule is indicated on the Truss Design a Drawing. El tamano, longitud y grado de la madera de refuerzo son como las conecciones necesarias se indican en el dibujo del ndiseno del truss. U � I 0 14 Reinforcement on one edge 4----Truss member L-Reinforcement 3E Refuerzos-L c Q L-reinforcement is similar to T-reinforcement but f creates a flat surface on one face of the truss for the application of sheathing material. j. Los refuerzos-L son similares a los refuerzos-T pero e i. crean una superficie plana en una de las caras del E O truss para aplicacion de material de revestimiento -Truss member (sheathing). f-Reinforcement on one edge /� Scab Reinforcement 4 B Refuerzo de Scabs e�n e Q Scab reinforcement is installed on one face of the web. 0 It can be more structurally efficient for multiple-ply r a a.+ �. C. webs and provides easier nailing due to the wider lap ,I ,10 Ili area on the web. , fa ,w Refuerzo de scabs es instalado en una cara del a ,k,� � miembro secundario. Puede ser mas eficiente "� ` estructuralmente para miembros secundarios de , c* varias capas y provee una mayor superficie de --Scab reinforcement on one face clavado. f-Truss member m'' a Some Truss Manufacturers mark permanent web member reinforcement WEB REINFORCEMENT i REQUIRED W locations on the truss itself. One example is the truss tag shown here. (� Algunos fabricantes de trusses marcan la localizacion de los refuerzos i= �J permanentes de los miembros secundarios en el mismo truss. Un ejemplo ® � T L OR SCAB REINFORCEMENT" es la etiqueta de truss mostrada aqui. 9 �a REFER TO TRUSS DESIGN DRAWING i FOR SPECIFIC INFORMATION Ia��Y•)�JJ.YAS.r�M�\1rl0!MIUC"NMJ At, �"Iy\hf Proprietary Metal Reinforcement Products / V 5■ Productos de Refuerzo de Metal Patentado Q Metal reinforcement products are installed on the edge of the web at the truss manufacturing plant. They do not require any further attention at the jobsite. Productos de refuerzo de metal son instalados en el filo de los miembros secundarios en la planta del fabricante de trusses. No requieren atencion 4 Specially designed metal reinforcement adicional en la obra. o Truss member a Stacked Web Reinforcement 6■ Refuerzo de Miembro Secundario Apilado Q Stacked web reinforcement is installed on the edge of the web at the truss manufacturing plant. They do not require any further attention at the jobsite. Refuerzos de miembro secundario apilados son instalados en el filo de los miembros secundarios n en la planta del fabricante de trusses. No requieren u atencion adicional en la obra. XStacked web reinforcement plated to truss member D Truss member NOTE: With careful design consideration and contracting, many trusses can be designed to perform without field applied permanent web bracing or reinforcement; however, permanent bracing for wind, seismic and/or other lateral loads n perpendicular to the plane of the trusses is required in every building. U NOTA; Con una cuidadosa consideracion en el disefio y contrato, muchos trusses pueden ser disefiados para funcionar sin arriostre permanente o refuerzo aplicado en la obra a los miembros secundarios, sin embargo, arriostre permanente para D viento, sismo u otra carga lateral perpendicular al plano de los trusses se necesita en cads edifico. iwutacnaeiucr(v-� n.�r ncemios��� This document replaces WTCA's: - o TTB Web Member Permanent Bracing o TTB Web Reinforcement TTBPerm TTBReinforce� to This document summarizes Part 3 of an 11-part informational series titled; Building Component Safety Information BCSI 1-03-Guide G ood Practice for r I Handling,Installing&Bracing of Metal Plate Connected Wood Trusses.Copyright©2004 Wood Truss Council of America and Truss Plate Institute.All Rights Reserved. U This guide or any part thereof may not be reproduced in any form without the written permission of the publishers.Printed in the United States of America. n D 07EIR' WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center frm�, 6300 Enterprise Lane•Madison,WI 53719 583 D'Onofrio Drive .0 608/2744849•www.woodtruss.corr Madison,WI 53719 608/833-5900•www.tpinst.org C L Job Truss Truss Type Qty Ply WSI job number Truss label lumber yard 123456 001 QUEENPOST 1 1 Job Reference(optional) CWood Structures,Inc.,Biddeford,ME 04005 5.200 s Dec 2 2003 MiTek Industries,Inc. Fri Oct 15 14:03:35 2004 Page 1 -1-0-0 4-1-10 8-0-0 11-10-6 16-0-0 C 1-0 4-1-10 3-10-6 — 3-10-6 4-1-10 4 Scale=1:44.2 4 length of top chord overhang - --------------- --------- ---------------------- top chord Dimension Key E i top chord slope connector plate size inches z Zx�l �` 12 5 12 D v 12.00 12 4x4 O m E 5 o! joint number 3 webs feet w o 16th's of an inch 0 m o a- > '0 0 web lateral bracing symbol bottom chord ' 2 bearing location bearing location US LN d L D a = distance between — cumulative distance 3x4 - s individual points 3 _ from left to right zx4!�� 8-0-0 15-0-0 16-0 f l over the wall height 8-0-0 7-0-0 1-0-0 length of cantilever U Plate Offsets(X,Y): [2:0-0-0,0-0-41,[6:0-2-6,0-1-8] LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.02 8 >999 240 M1120 197/1 TCDL 10.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.11 2-8 >999 180 BCLL 0.0 Rep Stress I YES WB 0.35 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code OCA/ANSI9 (Simplified) Weight:731b LUMBER BRACING U TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brach WEBS 2 X 4 SPF 165OF 1.5E —� + reaction(in pounds) building code used bearing location � �—min. size to design trusses minimum top and bottom chord REACTIONS (lb/size) =1031/0-5-8,7=1052/0-5-8 lateral bracing required rl Max Horz 2=293(load case 5) Max Uplift 2=-171(load case 6),7=-155(load case 7) L.J Max Grav 2=1045(load case 2),7=1052(load case 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46,2-3=-855/165,3-4=-674/197,4-5=-574/199,5-6=-109/369 BOT CHORD 2-8=-159/581,7-8=-421473,6-7=-258/168 WEBS 3-8=-313/219,4-8=-143/399,5-8=-1661190,5-7=-1192/222 NOTES i1 1)Wind:ASCE 7-98;90mph;h=35ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed; u MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2) Design load is based on 42.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. n 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 Ib uplift at W joint 2 and 155 Ib uplift at joint 7. LOAD CASE(S) Standard n u n Lr Li Job Truss Truss Type Qty Ply JACKSON/BARRETT JOB/SAM A432644 001 CAMBER 18 1 e"7 Job Reference(optional) u Wood Structures, Inc., Biddeford, ME 04005, SAM 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Jun 16 12:56:30 2006 Page 1 n L1-0-9 6-8-14 12-0-0 17-3-2 24-0-0 25-0-0 1-0-0 6-8-14 5-3-2 5-3-2 6-8-14 1-0-0 Li 46 Scale= 1:50.1 = n 4 Lj J 7.50 12 13 V 14 ' 4x6 4x6 19 123 5 15 n L_, 11 16 U col 2 6 7 fo if 10 9 8 5x6 = 5x6 = 3x12%3.75 F 12 5x8 = 3x12 3-5-14 12-0-0 20-6-2 24-0-0 3-5-14 8-6-2 B-6-2 3-5-14 ICU'' Plate Offsets(X,Y): [2:0-5-8,0-1-8], [6:0-5-8,0-1-8], [9:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.69 Vert(LL) -0.24 9-10 >999 240 MT20 197/144 U (Roof Snow=40.0) Lumber Increase 1.15 BC 0.68 Vert(TL) -0.43 9-10 >659 180 TCDL 10.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.24 6 n/a n/a BCLL 0.0 Code BOCAIANS195 (Matrix) Weight: 99 lb n BCDL 10.0 { LUMBER BRACING U TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. B1 2 X 6 SPF 1650F 1.5E B4 2 X 6 SPF 1650F 1.5E U WEBS 2 X 4 SPF 165OF 1.5E aREACTIONS (Ib/size) 2=1537/0-3-8,6=1537/0-3-8 Max Horz 2=454(load case 6) n Max Uplift2=-654(load case 7),6=-654(load case 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66,2-11=-4091/1208, 11-12=-3917/1236,3-12=-3743/1239, 3-13=-1729/715, f"1 4-13=-1581/741,4-14=-1581/741, 5-14=-1729/715,,5-15=-3743/1239, L 15-16=-3917/1236,6-16=-4091/1208,6-7=0/66 BOT CHORD 2-10=-958/3469,9-10=-639/2158,8-9=-607/2158,6-8=-863/3469 �1 WEBS 3-10=-369/1621,3-9=-1075/559,4-9=-442/1153, 5-9=-1075/536,5-8=-296/1621 I NOTES (6) LJ 1)Wind:ASCE 7-02; 120mph; h=35ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0, Interior(1)2-0-0 to 9-0-0, Exterior(2) C 9-0-0 to 12-0-0, Interior(1) 15-0-0 to 22-0-0 zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Unbalanced snow loads have been considered for this design. C3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 Job Truss Truss Type Qty Ply JACKSON/ BARRETT JOB/ SAM A432644 001 CAMBER 18 1 DJob Reference(optional) Wood Structures, Inc., Biddeford, ME 04005, SAM 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Jun 16 12:56:30 2006 Page 2 NOTES (6) 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 654 lb uplift at joint 2 and 654 Ib uplift at joint 6. 6)Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard i� I i iD ' n U In Il� Job Truss Truss Type Qty Ply JACKSON/ BARRETT JOB/SAM A432644 002 GESTR 1 1 Job Reference(optional) Wood Structures, Inc., Biddeford, ME 04005, SAM 6.300 s Apr 19 2006 MiTek Industries, Inc. Fri Jun 16 12:56:312006 Page 1 G T1-0-Q 6-8-14 12-0-0 , 17-3-2 , 24-0-0 $5-04 1-0-0 6-8-14 5-3-2 5-3-2 6-8-14 1-0-0 Scale=1:50.1 46 = 4 I 7.50 12 46 13 14 i 4x6 3 5 �} THIS TRUSS STRAPPED V v ITH VERTIC 'S AT 24" O.C. TO FORM A STR LJ 11 16 0 co 2 7 (0 ro 1 10 9 8 I4 — 0 3x12 5x6 = 5x8= 5x6 = 3.75 12 3x12 3-5-14 12-0-0 20-6-2 24-0-0 3-5-14 8-6-2 8-6-2 3-5-14 Plate Offsets(X Y): [2:0-5-8,0-1-81, [6:0-5-8,0-1-81, [9:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.69 Vert(LL) -0.24 9-10 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.68 Vert(TL) -0.43 9-10 >659 180 TCDL 10.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.24 6 n/a n/a BCLL 0.0 1 Code BOCA/ANS195 (Matrix) Weight:99 lb BCDL 10.0 LUMBER BRACING . TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. n B1 2 X 6 SPF 165OF 1.5E L B4 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E aREACTIONS Ib/size 2=1537/0-3-8,6=1537/0-3-8 Max Horz 2=454(load case 6) Max Uplift2=-654(load case 7),6=-654(load case 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66,2-11=-4091/1208, 11-12=-3917/1236, 3-12=-3744/1239, 3-13=-1729/715, a 4-13=-1581/741,4-14=-1581/741, 5-14=-1729/715, 5-15=-3744/1239, 15-16=-3917/1236,6-16=-409111208,6-7=0/66 BOT CHORD 2-10=-958/3469,9-10=-640/2158,8-9=-607/2158,6-8=-863/3469 WEBS 3-10=-369/1621,3-9=-1075/559,4-9=-442/1153, 5-9=-1075/536, 5-8=-296/1621 NOTES (6) 1)Wind:ASCE 7-02; 120mph; h=35ft;TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0, Interior(1)2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 15-0-0 to 22-0-0 zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) Unbalanced snow loads have been considered for this design. (� 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 Location /1 r 0 nAe IW4 k l — No. /Date HQRTM O TOWN OF NORTH ANDOVER f� � t.•o .• .t.0 3? �� • O :: ; ; Certificate of Occupancy $ �,s1ACHU5E�� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ W (i� TOTAL $ Check # !S 4 `" building Inspector O, ,O oTN t : •tip 0 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION ,SSACHUSE4 Permit NO: _ Date Received: 41 j b C/ Date Issued: �— -- IMPORTANT: Applicant must complete all items on this page LOCATION I _- )qC G' C e 01 y PROPERTY OWNER CD 0Ajia..\ V i loc-L) C o.U Print h1AP NO.: _ 9 (,p_ PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES 5,1 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building VNe family ✓Addition C Two or more family C Industrial Alteration No. of units: Repair, replacement - Assessory Bldg __: Commercial Demolition Moving(relocation) C Other Others: Foundation only DESCRIPTION OF WORK TO BE PREFORMED gara.Ge.,0-+i-oaCke,C� WI +'k q, M a's�'Cr vl`dc- 0-b6ve— Identification Please Type or Print Clearly) OWNER: Name: _ Cp to vl'ou� L-) t `�o_qe' Dej .0'A Phone: Signature Address: )QL49 TL)}rvy,O*VAir, dD y P,r- � CONTR kCTOR Name: i0..rn ivy Cr e, F-IDm eS Phone: 69a.- off` ala Address: ID�f 4 �'cs r r OT i L1e1 L!5+ A-)(0® 14 r, no e Supervisor's Construction License: (�%52 L Q 1 Exp. Date: 1 O 10t07 Hume Improvement License: Exp. Date: :'1RC'IIITECT F-.N(.,INFF.Iz tam �, ( VVS N,1111e: Ph011e: 311L S?R 7-- 3331 Address:_]O 5b jbINA5+ 7-©D5f i e Id Reg. No. Lj LISA - FEE.SCHEDULE:BULDING PERMIT.,510.011 PER$1000.00 OF THE TOTAL ESTIAL4TED COST BASED ON .3125.00 PER S.F. 1S` 6 0,0 0 Total Project Cost :S I Y©, ©OD x10.00 -FEEA Check No.:- �' I��, Receipt TYPE OF SEW ARGE DISPOSAL _ I Tanning Massage Body Art Swintnlin- Pools Public Sewer - I , Tobacco Sales -- Food Packaginl,�-Sales Well i I Permanent Dunlpster on Site Private(septic tank,etc. 'MOTE: Persons contracting w'h aaregrstered conlrac•lors do nut/gave access to the gaaraall,limel Signature of Agent/Owner Signature of Contractor. Plans Submitted 'J Plans Waived LJ Certified Plot Plan ❑ Stamped Plans ❑ 1, I i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ Ll ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS DATE, REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED ALTH ❑ COMMENTS Zomn.! Board of Appeals: Variance, Petition No: Zoning Decision.'receipt submitted yes Plannim-, Board Decision: Connnents Conservation Decision: Comments Water&Sewer connection signature&date — Temp Dunlpster onsite yes o Fire Department signature.'dlite 131.111dilIg Pernllt Approved and Issued by: 4*VV-,- Building Setback (ft.) Front Yard Side Yard i Rear Yard Required Provided Required ProvitIcs Required Provided DIMENSION NUmber of Stories: Total square feet of floor area. based on Exterior dimensions. Total land area, sq. ft.: NOT .5 and DA A—(I or department use) ----------------- -- -------- 1 !A 1" 1(,1 ;i I'it 1.1 3 l 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 j Building Permit Application ❑ Debris Removal Form a Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application o Fonm U ❑ Surveyed Plot Plan a Debris Removal Form i a 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) a Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application j Form U j J Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses zi Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) a Copy of Contract o Mass check Energy Compliance Report In all cases if a iariance or special permit wvas required the Town Clerks office must stamp die decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application i E Doc:htiPF.("17O\.\I.SERA ICES DG11.IRTNIE-1 r:BF'FOR.NIUS 1 1 I I� ENERGY CONSERVATION APtPLICATION FORNI FOR L0VN'-P1SE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: 1 ► �or'p Site Address:Applicant-A6dj tm. 111901 v r 5+ 1 own: er-' tin. Use Group: Date of Application: :Applicant Phone: 917 g —(9�'� - 0`1 3 oZ U 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 J5.2.1 b): Heating Degree Days(HDD65) from Table J5.2.1 a: (For items d.through i., fill in all values that apply from Table J5.2.1 b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Areal sq.ft. g. Floor R-value R- c. Glazing% (100 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] ❑ K4&heck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Anal •sis A-LTERN-MVE FOR ADDITIONS ONLY: ate. (Grass `Fall Ceiling Area (rr�3 a sq.ft. b. Glazing Areal 109 sq.ft. c. Glazing %(100 x b=a) g% ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXI1YIiJM ii_value 1FiINIMUM R-Values Fenestration-2 j Cei1in23 I WallI Floor I Basement Wall I Slab Perimeter De th 0.392 R-37 R-13 I R-19 I R-10 R-10.4 ft I Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC Iisting. 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 P.-value over the entire ceiling area (i.e.-not compressed over exterior walls, and including any access openings.) - ❑ "SUNT,00M":addition (greater than 40% ;lazing-to-v•all and ceiiina,gross area) Attach "Consumer Information Foran"from 780 CMR Appendix B. CFfficial's Name: — Official's Signature: — NORTH own of LA z dover, Mass., 16(,V— COCHICHEWICK V % ADRATED APS` �C7 `S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT....C.Q604.0—to......wto.4-4...... ................................. Foundation has permission to erect........................................ buildings on....IN...... . .........(Ative.......... Rough a. 44 to be occupied as...3.�i X.. .. `..3. .. .pr`... .t*f'.... .. t.........4� ........�1.t�. ��.�• Chimney provided that the person accepting this permit shall in every respect coliform to th terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings In the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 5 MONTHS 1� UNLESS CONSTRtJCTI STARTS ELECTRICAL INSPECTOR Rough 00, ....... ....... ... Service ..... . .. . ................... BUILD PECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Location /'Y -�' ��' � No. o D ` U Date �oRTh TOWN OF NORTH ANDOVER Flow F s ' 9 Certificate of Occupancy $ ACMUs Building/Frame Permit Fee $ Foundation Permit Fee $ • a Other Permit Fee $ TOTAL Check # (' 6C�d �- r' 19 u 5L/ 1_;1 Building Inspector of ••- pyo 1 f p TONN'N OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION ♦moo�-. .�414 1s=4CH�s� Date Received: 66 Permit NO: l Date Issued: Vl 'a�� INIIPORTANT: A licant must complete all items on this page LOCATION l�� � �'J aCl �n V� 'riot PROPERTY OWNER Print L V ///6V — ���` �2P Print MAP NO.:__2_.�_PARCEL: J7� ZONING DISTRICT: �- TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ nion PROVEMENT PROPOSED USE Non- Residential Residential lding One family= Two or more familyIndustrial n No. of units: placement Assessory Bldg Commercial .tic onrelocation) =Other Others: 'KFoundation onl DESCRIPTION OF WORK TO BE PREFORMED e tDA) Identification Please Type or Print Clearly) �,�� C_ Phone: 23 (7 OV�'NER: Name: Address: CONTRACTOR Name: Phone: :M- � ' .d�! ��ddress: I f Supervisor's Construction License: D ,�2 Exp. Date: D / 1 Home Improvement License: Exp. Date: ARCHITECT.FNGfNEER CUrI� 11 U Name: Phcne: i kddress: Reg. No. FEE SCHEDULE: RULDIAG PERMIT:SIO-00 PER$1000.00 OF THE TOT IL ESTIMATED COST BASED S125.80 PER S.F. Total Project Cost :$.--' x1U.0U=FEE:$ (::heckReceipt No.: '�io.: � �9a�� TYPE OF SEWARGE DISPOSAL _ Tannin g'%lassage'Body Art _ SAimmirig Pools Public Sewer Tobacco Sales — Well Food Packaging`Sales _ - - Permanent Dumpster on Site _ PriNate(septic tank,etc. _ Electric deter location to project MOTE: Persons contracting with unregistered contractors rto not have access to the guaranty fund Signature of Agent'Owner Signature of Contractor Plans Subrnitted ❑ Plans Waived Certified Plot Plan I❑ Stamped Plans THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit (.J Site Plan Special Permit El I Other COMMENTS i DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS DATE REJEC'T'ED DATE APPROVED HEALTH ❑ J l COMMENTS Zoning Board of Appeals: Variance. Petition No: Zoning Decision:receipt submitted ves _ Planning Beard Decision: Comments Cooscruticn Ducisiow Comments 14'mQr& Sci c;r connection�iL naturc&date Temp Dumpster en site res, noFire Department signature date_ Building Perrnit Appro-,cd and IsSuLd by: I'a c2(r4 i Building Setback (ft.) i 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.: I'I NOTES and DATA—(For department use) I I I i i I U:c KI'I_C r, ;'SAI_ARl ICES JLI'.\F I .1L'. LTI 016*\41;5 Building Department Tre following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits a Building Permit Application u Workers Comp Affidavit a Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Addition Or Decks Building Permit Application Surveyed Plot Plan v Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses u Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydras Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) :3 BuildingPermit Application J 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) u 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 c Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy an proof of recording must be submitted with the building application I\SPF.I'I'll 'NAL.SER%1(ES DFT\RT\tFN r:B1T01V105 P.tc4ill NORTH ToVM Of RAndover 0 No. 70f S O dover, Mass., 20 LACOCMICMEWICK I ,p ADRATED 7S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...... 00� ... ........................................A/1* . Foundation has permission to erect ..................................... buildings on ® .... ��............. ... ....... Rough • ' Chimney 4o be occupied as...-. .. 0. �..... x ,�. /. w. ..t.�. .�rr....,� his ermit lin eve ect to the�erms of e a lication dfi file provided that the perso acLrepting t p rp PP Final this office, and to the provisions of the Codes a Laws relating to I ction, Iteration and Construction of Buildings in the Town of North Andover. ANF PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough ,1 oan a6*- e,» PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO TARTS Rough ........................................ Service BUILDING INSPECTOR Final Occupancy .Permit Required to Ocatpy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. NORTH ANDOVER OLDE CENTER HISTORIC DISTRICT COMMISSION Certificate of Appropriateness This certificate of Appropriateness is issued this 3rd day of May 2006 to Colonial Village Development Corporation for 114 Academy Road in accordance with Chapter 40C of the General Laws of the Commonwealth of Massachusetts as amended and the by-laws of the North Andover Olde Center Historic District Commission. This will allow the removal of the rear garage structure and the addition over the sunroom with THE P NS APP O BY THIS COMMISSION. George H. Schrue airman Kath een Szy Robert Stevens Martha Larson Leslie Hopkins Harry noian rzy� Richavr4 M. Gram Joseph M. Piotte c p .��ee Lanr�re�.r�Nr ,a`� a�✓`r �-�utveCls BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 052241 Birthdate: 1011011952 Expires: 10/10/2007 Tr.no: 5736.0 Restricted: 00 WILLIAM K BARRETT, 1049 TURNPIKE ST N ANDOVER, MA 01845 Commissioner / Date: 5/16/2006 Time: 11 :32 AM To:' village, colonial @ 919786822397 ma rpey Ins. Agency Page: 001-002 --- AQ, CERTIFICATE OF LIABILITY INSURANCE T 05/16%2006 PRODUCER (781)246-2677 FAX (781)224-0973 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION � Tarpey Insurance Group Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR I 442 Water St ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOC 567 iI Wakefield, MA 01880-4667 INSURERS AFFORDING COVERAGE NAIL;4 INSURED Colonial Development Corp dba William Barretl INsuRERA: Safety Indemnity I_ 3361.8 ----___-------.._1049 Turnpike Turnpike Road INSURER B: Travelers Indemnity Co of Corn 256,82 I North Andover, MA 01845 INSURER C: INSURER D. I IPUSURERE ---------- ------- ----i COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWI'i T;,I,IDiNF, �, j MY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSU"cD OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITION"',CY=SUCK { POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tJSR'4DD'L; POLICY EFFECTIVE POLICY EXPIRATION L;PAIT:' LiR I1J5R'a TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY Fi_` ! j : t i4FF .IAL ,EtJERAL Ur.BPuTf I [G '�F1�S:L._ _.._ L.IIAS Ii•.ADE -',UP -� f GENERAL AGGREG Al E i L J riFcp.It a•_.,;:CwkIE UNIT APPLIES PER: RROGVGT<:-COt\iPr,"F Ai-•,. 'y - r LOC .. - .. ---- -. .... -- - - I -------- AUTOMOBILE LIABILITY AUTOMOBILELIABILITv _. I - -...---1900226 03/23/2006 03/23/2007 -I ALL OV."IEDAUTi'; --_-.---- —' -�X(- ---_-_-___ -_—__- __------ (Per person) ----HEUULED-AUTOS ------- HIRED ---- HIRED , 1 PUTC!S BODILY ItLURf i t� GARAGE LIABILITY ! ntJl';UTO GTHERTHAtJ _--- _--------.--..-_--- -- A.U.O Of ki. I A. I`-- EXCESSIUMBRELLAUABILIIY f I LJ cL.Aevts MADE , ,RE•_ATt I —------ ---�--I ---i -rti.-T'EI.E I I ! - -.........-- --- Al .;AIL -i -__----------- WOR KFRS COMPENSATION AND 6KUB733OA86506 03/24/2006 03/24/2007 X ' EMPLOYERS'LIABILITY E L EA:H.A r.F PIT � 100UU`_t A-.Pc L RC.r,ME% .EGP E' --.tJE_SrEC''ECF RIVE -----_ -_ "—_ 103 00t ` OTHER I i I i I : DESCRIPTIONOFOPERATIONS ILOCATIONS I VEHICLES IEXCLUSIONS ADDED BYENDORSEMENT ISPECIAL PROVISIONS - Evidence of Insurance ---- --CE cTIFICATE HOLDER - CANC TON Ei r , I SHOULD AW OF THE ABOVE DESCRIBED POLICIES BE CANC.._..L�U EEF'OR5?l,l= • EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL E?105A`IOR'i C?AA;'- 10 AA!10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE North Andover BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR I:L.?!L!i`' wn Town of . Town o f11 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPR.EEENTATIVES___-- —_—_ North Andover, MA AUTHORIZED REPRESENTATIVE 1 Kathleen Mun on ACORD 25(2001108) @ACORD CORP•ORATKIN'I S`.il; i P NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: P/ 6 -hqygno� is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section I 0A. The debris will be disposed of in: v m 1 45 7<e� e a per„r (h6cation of Facility) R Sign-au-re of Permit App ical nt Fire Department Sign off: Dumpster Permit Date Location 7/ ''���"`� 1 e,17-e - No. Date N�R�M TOWN OF NORTH ANDOVER o F s 4L + Certificate of Occupancy $ sACMUS t� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee 'Rov $ TOTAL $ Check # �,a Building Inspector Of NORTH1H 3? 0 p TOWN OF NORTH ANDOVER '• APPLICATION FOR PLAN EXAMINATION �1SSICHOSEt 5 Permit NO: l o Date Received: Date Issued: 1 IMPORTANT: Applicant must complete all items on this page LOCATION �1�7 )"X e_,n 5/ F-0✓3�– Print PROPERTY OWNER N A L Uc M1g k v . C 0 r?- Print zPrint 11 MAP NO.: �t% PARCEL: ) 5-- ZONING DISTRICT: _ TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building ❑One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No.of units: ❑Repair,replacement ❑ Assessory Bldg ❑ Commercial %Demolition ❑ Moving(relocation) ❑ Other ❑ Others: ❑Foundation only DESCRIPTION OF WORK TO BE PREFORMED E-0-4— if L9 r, 4( o� r u6 L�1IyV z ��Identification Please Type or Print Clearly) OWNER: Name: CD v N"4& " C�__ pe-c/ Gv 2z_ Phone: %7 f��G�'Z- 2-3Z o Signature Address: `0 40 U r"1 d<-, 5 N CONTRACTOR Name: Phone: Address: i Supervisor's Construction License: ©,)—Z 2 47 1 Exp. Date: /0//0 Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$10.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ //oy-D x10.00=FEE:$ // 0 � G / Check No.: 0 sem' Receipt No.: O 6-7 Page Iof4 i TYPE OF SEWARGE DISPOSAL Swimming Pools ❑ 11 Tobacco Art ❑ Public Sewer Tobacco Sales ❑ Food Packaging/Sales 11Well El ` 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 guaranty fund Signature of Agent/Owner Signature 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 PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ J` COMMENTS t DATE REJECTED DATE APPROVED HEALTH ❑ [V� •� ��Q t COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer connection signature&date Temp Dumpster on site yes no Fire Department signature/date 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. Page 3 of 4 Doe:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC.Jan.2006 Building Department artment The following is a list of the required forms to be filled out for the appropriate permit to be obtained. I Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ti 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 over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Page 4 of 4 I NORTH Town of 4Andover 0 `.• No. d►�� wa s J,ad' .8 to O LAE - CiUVer, Mass., I� COCHICHEWICK RATED �7 4 BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.... 14P.A.1.111A....... .... ...... Foundationr has permission to erect ..................................... buildings on ......I/V......... .. .......... . • Rough to be occupied as....... ....A .Tom.......Eko".0. .. Chimney ............................................................ ........................... provided that the per n accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTI TARTS ELECTRICAL INSPECTOR Rough .............. .......... ..... .... ... Service B LD INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE smoke Det. . [ i RIGHT SIDE ELEVATION SCALE:1'/8"=P_0» WILLIAM BALKUS ASSOCIATES - ARC TFNS0UMMAINSntM7TOPSb4IDMA01993 PM®ALM)SASSOCQAOLCOM TEL 978 887 3351 FAX 978 887. 9290 a 9 4 ACADEMY ROAD NORTH ANDOVER , MASSACHUSETTS 077 Lasnirrzoiz��ivczltl a l' Qa BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 052241 Birthdate: 10/10/1952 Expires:.10/10/2007 Tr. no. 6736.0 Restricted: 00 WILLIAM K BARREi 7 1049 TURNPIKE ST N ANDOVER, MA 01845 Commissioner / I 4 i BRADFORD ENGINEERING COMPANY,3 WASHINGTON SQUARE,P.O.BOX 1244,HAVERHILL,MASSACHUSETTS 01831, TEL.(978)373-2396 REGISTERED CIVIL ENGINEERS AND LAND SURVEYORS FAX:(978)373-8021 December 9, 2005 William Barrett Homes 1049 Turnpike Street North Andover,MA 01845 Attention Robert Moore Re: Structural Inspection 114 Academy Road North Andover,MA Mr.Moore: As requested by you, Peter D. Mauritz, a structural engineer with Bradford Engineering Company has visited the above referenced property for the purpose of assessing its structural condition for rehabilitation and conversion into four condominium units. The building in question consists of the main house and additions. The main house was reportedly constructed in the 1820's while the latest addition is estimated to be 75 years old. While the front portion of the building is considered to be the historic component of the structure, the rear portion is one of these additions. This addition occurs over the last 41 feet of the structure. The addition consists of first floor, second floor and a dormer attic. The foundation for the rear addition consists of a concrete cap over a stone rubble foundation with a shallow crawl space between the perimeter walls. As evidenced by the movement of the structure above, the foundation has shifted and settled over time. Additionally, the proximity of the first floor framing to the ground with no moisture barrier between, has resulted in dry rot and deterioration of the floor joists. Furthermore, the joists have been notched at the support further reducing their load capacity. (see photo # 1). Exterior walls are constructed of post and beam type framing with infill 2x framing. Photo #2 demonstrates the visible sagging and settlement of the exterior wall due to the foundation movement over time. Second floor framing consists of 2x8's @ 24" for a span of 17 feet. These joists are significantly overstressed for current loads stipulated by the State Building Code. Photo #3 shows a cracked joists. At the second floor level,the rooms have settled from front to back (perpendicular to the direction of the joists). The floor over the garage sags 114 Academy Road North Andover,MA Page 2 of 2 approximately 6" over a 15 foot length. The room adjacent to the garage has settled each side over a wall below resulting in a dished shaped appearance. Roof framing consists of 2x6 rafters at 22" on center. There is no ridge beam and there are no collar ties. Where dormers have been cut into the roof framing, there are no dormer header beams. Typical of the previous portions of this rear addition, the framing is undersized for current codes and the workmanship is of less than satisfactory quality. Given the accumulation of inadequate foundation, undersized framing members, significant movement and settlement throughout and deterioration of framing members, there is little reason to retain the existing addition structure.Removal and replacement in kind is considered the most feasible manner to proceed with this portion of the building. The main house, due to its historic significance can be retained and the structural upgrades necessary can be made. The main house is founded on a full basement foundation and has not undergone the settlement the addition has seen. 1 hope the above information adequately addresses your concerns. Should you have any questions or require any additional information, please do not hesitate to call. Very truly yours, Bradford Engineering Company Peter D. Mauritz P.E. �J Structural Engineer fqs 19 v A w 1 t4 is r r I all ����,�'_r_ry --P ss�-1+� �»� .•,i,. , ?� n: � '„�Y/ � �j� Vit, � � � •. a Rn#` - r TVA b TOWN OF NORTH ANDOVER MASSACHUSETTS NORTH ANDOVER OLD CENTER HISTORIC DISTRICT COMMISSION January 6,2006 VIA FACSIMILE 978 6889542 Building Inspection Town of North Andover North Andover, MA 01845 TO WHOM IT MIGHT CONCERN: Please be advised that repairing the structural damage for the property at .114-Acadcmy Road does not need approval of the Historical Commission, Section 6 B 1 exempts ordinary maintenance, replacement and repair from the bylaws. It therefore does not need approval from the Olde Center Historical District Commission. Any questions please call me at 978 685 5000. Sincerely, George 14. Sehruender,Jr. Chairman North Andover Historical District Commission i r BARN 10'x 14'4 BARN 20'x 14'4 GARAGE 15'9 x 22' II UN RYMua G t)2t1/t,1,1,4SlAc, ©FAOIWC:l mv ,A) 4- 1V?1v 1YeT 601V 51 "t�� 11'9 x 163 uilt-I KEEPING RM. 10'2 x 15' FAMILY I 14'10 x 177 ENTRY Ch' Cabin t DINING 14'7 x 21'5 ALK-I . BATH OSEChi C FRONT RM. ET PARLOR 14"10 x 177 14'10 x 14'4 FOYER ENTRY WILLIAM BALKUS A OOCIATES ARtii11M TEL 9']8X887'33151'T'A 9T8MeA��9390 114 ACADEMY ROAD - NOR'CII ANUGVER, .MASS ACIfUSETTS BATHED BEDROOM 15'1 x 13'2 S DEN HAL 12'x 17' i - LIVING 12'x 17' _._. ..HAC cP' Fireplace 0 hown) (Not Shown) O .. - BATH KITCHEN O10'3 x 11111 HALL ® AT'L-J N BEDROOM HALL -e =T 12'8 x 11'11 LOS AT CLOSET N BEDROOM BEDROOM 1416 x 177 14'6 x 14'4 I WILLIAM DALKUS ASSOCIATES ARCHJEM TEL 978��88'1;351 SAX 978'��88T.9290 114 ACADEMY ROAD N 0 R T 11 A N O 0 V P,R , M A S S A C 11 U S B'J" S Yi III Access to Storage FORMER KITCHEN 9'6x1T CLO E TORR E STUDIO 232 x 13'4 HALL I __._._ �N I� `tk:..C,✓F-j �"'�� _, l HALL ❑ � ------ GAS Y''(�11= II`p!I _ j. c os BEDROOM 15'3 x 10'4 BAT GR RM. I os - Jy75 x 19'11 Y WILLIIAMMM��B''A�L,KU,��S ASSOCIATES � fNrF� T EE-191."$87 3351"FAX 97878 887 9290 11. 4 ACADEMY ROAD NORTH ANDOVER, M ASSACHUSETTS Zoning Bylaw Denial ' Town Of North Andover Building Department •• 400 Osgood St. North Andover,MA.01845 Phone 9764U4W5 Fax 976469.9542 Street: 114 Mapfl-ot: 96/35 Applicant William Barrett Request 4 Unit Condo conversi Date: 1-24-06 please be advised that after review of your Application and Plaits that your Application is DENIED for the following Zoning Bylaw reasons: Zoning x-3 ltstri Notes 2Fronta Notes p Lot Area F 1 Lot area Insufficient 1 sufficient2 Lot Area Preexists 2 om ies3 Lot Area Com ies 3 yes 4 Insufficient Information 4 Insufficient Information g Use 5 No access over Frontage 1 Allowed G Contiguous Budding Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting * Complies 4 Special Permit Required Yes 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Ex;. ds Maximum 2 Front Insufficient 2 1 Complies 3 Left Side Insufficient 3 1 Preexisting Height 4 Right Side Irisufficsent 4 In3uffidmd Information 6 Rear Insufficient ( Building Coverage 6 Preexists setback(s) 1 Cove exceeds maximum 7 Insufficient Information 2 Cove Complies p YYatershW 3 Coverage Preexisting 1 Not in Watershed 4 Insufficient Information 2 In Watershed d Sign N/A 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign mplies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required Ves 1 More Parks Required 2 Not in district 2 Parking Compiles 3 Insufficient Information 3 Insufficient Information' 4 Pro-existing Parking Remedy for the above is checked below. Rom* Special Permits Planning Board Item/ Variance Site Plan Review Special Permit Setback Variance Access other then Frontage Special Permit Parldna Variance Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance GongmWa Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board I ndependent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit I Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit B 4 Special Permit preexisting nonconforming Watershed Special Permit Tib amore renew and abadrd mgiWMw of such Is treed an the plans wW hdameW autaNWd. No defir review and Or advice Sher be barred on varbal ehptarmatlorhs by ar appient nor am such vsrbsl 60VOWN by dhs appim t serve to provide ddn m aft—to torr @ban teaser for DENIAL.Any bacmacin,nhiaMadirp kibir alion,croehsr wAmquo t d-V-to sb Ytor M-K&fl1aad by the sppYcari ahaY be grrsands to tthfs rhsvMw to be voided ai ttr dmaaticn of the BuiWQ Departnhert.Tths athdrd docurhrt taad'Plrh Rarlaw Narrabvs'and bs allacthad thereto and irhrbrpoated hwaoh by nhnrhw-The haft dolman nt wa minin d pi m and dmnstihm far as abate Ire.You mast file a rww bul ft Pemht aPPiicaban form wW be&We Paints%Piacaas• Building Department Official signature A' Received Application Denied flawi.•I C.e...d• IL r�..�J Pl_�.•�\,.....1....M1e.�n• Plan Review Narradve The following narrative Is provided to further explain the reasons for denial for the application/ permit for the property indicated on the reverse side: B-4 Town of North Andover Zoning Bylaw Section 9, or a re-existin , non-conforming structure or use is required through the Znn,,,W Board of. e 1 . ite Plan Review Special Permit is required through the Planning Board for any structure over 2000 sq. ft. or 5 or more parking spaces. Referrod To: Fire HeW Plica X Zoning Board Conservation DoMrbmM or Public Works X Planning Historical Commission Omer BUILDING DEPT �OA7N ,•'"o Zoning Bylaw finial ' Town Of North Andover Building Department 400 Osgood St North Andover,MA.01845 Phone 978488.9545 Fax 978485-9542 street: Ma Lot & Applicant- —11/d#i 7M file E Request: L)Vf ,,V4FO CUNJ2��$t0� Date: 07 o a S Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning R-3 Ilam- Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Prewdsti e s 2 Frontage Complies 3 Lot Area Complies 3 PmxLsdrlg ftntsge e 5 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 3 Farad e5 2 Complies 4 Special Permit Required 9 PreexistingCBA e S 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height S 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient l Building Coverage 6 Preexisting setbacks e S 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting e 3 1 Not in Watershrr `l -5 4 Insufficient Information Sign not allowed t2 In Watershed Sign 4 Zone toLot rte to 10 ���ip`I Sign Complies 5 Insufficient 6 �u� f 3 Insufficient Information E Historic Dib ! K Parking 1 In District r 1 More Parking Required 2 Not in dist, 2 Parld Com hes `i e S 3 Insufficient Innn�.._. 3 Insufficient Information 4 Pre-existing Parkin Remedy for the above is clocked below. Kam e 1 Special Pefmits Planning Board Item/ Variance 8- Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Frontatie Ewwfion Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Perms Special Permits Zoning Board IndePenderd Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Dewelo~District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit 13-11 Special Permit pre"sting nonconforming Watershed Special Permit I The above review and amedrad meson of such is basad an the plans and Mftrnatlon submelled. No definitive review and or advice shell be bond an vsbai evisrsha s by the sppYeant nor shall such verbal erpWisill m by the apphm t awm to prouwle dWk*m arwves b tin above reseore for DENIAL Any Ywxumtiaa,rabNa ft Mrfanmacon,or odre'subsequent dwrges to tine Inforn allsn autenilled by the apptire t ghee be grsuMs for this inview m be voided at the discretion of the BuNM DeWbrat The dWchsd dasanrrt SM'Pion Review Nenslivs shall be scathed Irina'end roarporded herm by mfe—.The Wilding daimbrwM will ratan all piens and doam ostion for the above Me.You must The a new building permit ap�plicatiGm fonrn and bboon�t/he prml i g pm ese. (J g� __L/6 ./Gt CJitic� lD 10 �7 l5 Aa uilding Department Official Signature Application Received Application Dwied i i Denial Sent: If Faxed Phone Number/Oate: I� �s M•011TN 1y `..••."��• �� Zoning Bylaw Denial , Town Of North Andover Building Department • ° -�:'• 400 Osgood St.North Andover,IAA.01845 Phone 9788884545 Fax 878.688-®542 I, III uAAN DStreet Applicant: Request UNr, Dams: t1j5rF3 _700 5Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning R-3 Item` Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 —Frontage Insufficient 2 Lot Area Preexisting e s 2 Frontage Complies 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 3 4mlL �es 2 1 Complies 4 Special Permit Required c 3 Preexisting CBA e S 5 Insufficient Information 4 Insufficient Infornation C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 1 Left Side Insufficient 3 Preexisting Height e S 4 1 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient i Building Coverage 6 Preexists setbacks e S 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting e g 1 Not in Watershed `-1 e-s 14 Insufficient Information 2 In Watershed J Sign 3 Lot prior to 10124/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required `i e S 1 More Parking Required 2 Not in district 2Parking Complies `1 e S 3 Insufficient Information 3 Insufficient Information 4 Pre-exisfing Parking Remedy for the above is chocked below. Item 8 Special Permits Planning Board Items Variance l?)-q Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Frac Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sion Continuing Care Retirement Special Permit Spec4i Permits Zoning Board Independent Elderly Housing Special Permit I S I Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit special Permit for Sian R-6 Density Special Permit 13_ special Permit preadsting nonconforming Watershed Special Permit The above review and altednod aWlenatim of such is basad an the plans end infannabon aubrnitad. No definitive review and or advice shall be bee d an verhd sapWrshone by the appliant nor atwi such verbal coMrOMM by the IPPYerd nerve to provide definitive anwvsre b ft above masons for DENIAL.Any erocasaeias.misleading infmnrson,Or adrsr srrbeO*md dWQN in the Womstlon eublrM*d by the applicant shall be graards for 00 review to be voided at the discretion of the B aft Depeitinut Ttrs dWdW doawrnnt talsd"Plen RW4W ftmw shw be wgichsd hereto and incarparted h—n by ralwancs. The building deprtinvi vA rslsh ae plass and doumar0don for the drbvs fie.You must Sea craw taildirg point arab-form and begin the parffMM poows. °S Building Departmentof ficial Signature Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Zoning Bylaw Denial Town Of North Andover Building Department 400 Osgood SL North Andover,MA.01845 Phone 9754i94546 Fax 976.688542 Street Ma 1 t 96135 licant William Barre . uast 4 Unit Condo conveLajon Date: 1-2 4-0 6 and Plans Chet your Application is Pease be advised that afw review of your AP -on DENIED for the following Zoning Bylaw reasons: Zoning R-3 Notes roam Notes roam A Lot Area F Frontage 1 Lot area Insufficient 1 Fro a Insufficient 2 Lot Area Preexisting Frontage Corn ies 3 Lot Area Complies 3 Preexists e e 4 Insufficient Information 4 Insufficient Information BUse 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting * f Ami I i r 2 Com ies 4 Special Permit Required yes 3 Preexists g CBA 5 Insufficient Information 4 Insufficient Information C Setback HI Height 1 All setbacks cam 1 H ' M Exceeds Maximum 2 Front Insufficient 2 Com Phes 3 Left Side Insufficient 3 Preexistsno Height 4 Right Side Insufficierd 4 Insufficient Information 5 Rear Insufficient I Building Coverage 5 Preexistisetback(s 1 Coverage exceeds maximum 7 Insufficient Information 2 Cov0 Complies D Watershed 3 Coverage Preexisting 1 Not in Watershed Y e 4 Insufficient Information 2 In Watershed J Sign N/A 3 1 Lot prior to 11124/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient information 3 Insufficient Information E Historic District K Parking 1 In District review required yes 1 More ParkingR wired 2 Not in district 2 Parking Complies 3 Insufficient Information 3 Insufficient Information 4 1 Pre-existing Parking Renudy for the above is checked below. Item• 1 Special Permits Planning Board Item a Variance B 41 Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance CongregateCongLegate Housing Special Permit Variance for Sign Continuing Care Retirement Spacial Permit SgciW Permits Zoning Board Ind dant Elderly Housing Permit Special Permit Non-Co Orrning Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residents!Special Permit special Permit for Sign R-O Special Permit B 4 special Permit preexisting nonconforming Watershed Special Permit The above rertaw and @M&M of such is bond an the plus and Infum W submilm. No dar0hdw renew and or advm dot b0 bmf an verbal a by ar q*k=t ar shelf such v-rbd mipl Ia by the apok-t 00111 to p vAft ddkdm anaiws b Y1 above ranee for DENIAL. Any wacaaecia%m ako dkV Irrlerrrno, a adw o bse*M t dwgn to the IdwfrdSM MORNIsd by the appliaat dO be grouds for this review to be voided at tin d wfftm of the 9dldirg Dspnhrwit Tta a tw*W doasnat tilled'Pmn Rookie Narrative shall be sftd d holo and irheorpor>ied herein by rsfsnrhoe.The bad*q d0pabrhwt vat miain d p ern and doaarwtetlon for an drove 1110.You must 1110 a new blAdma Mud W63119reon farts acid adn the pamierp preone. Building Department Official Signature Appfsczbon Received Application Denied Pfart Review'Narrative The following narrative is provided to further explain the reasons for denial for the application/ permit for the property indicated on the reverse side: HM IFINOM OW DWM 111�hww+es , . B-4 Town of North Andover Zoning Bylaw Section 9, r a re-existin non-conforming structure or use is required through the Zon—W Board nf. e - ASite Plan Review Special Permit is required through the Planning Board for any structure over 2000 sq. ft. or 5 or more parking s aces. Referred To: Firs I HaeMh Police X Zoning Board Conservation Dqmrbnwd d Public Works Planning Historical Commission Other BUILDING DEPT E ,%0RTI1 1 1 O AT� e eMO O A� �i a eAATfe �, �,SStCHUSE� Town of North Andover Office of the Planning Department 400 Osgood Street North Andover,Massachusetts 01845 Town Planner P (978)688-9535 Lincoln J.Daley F (978)688-9542 MEMORANDUM TO: Gerry Brown, Inspector of Buildings FROM: Lincoln Daley, Town Planner(ZD CC: Curt Bellavance, Community Development& Services Director RE: Proposed Multi-family Residence— 114 Academy Road DATE: December 12, 2005 Gerry: Regarding our conversation involving the proposed 4-unit multi-family residence located on 114 Academy Road, I am seeking written clarification on the extension of the pre-existing non-conforming multi-family in the Residential 3 Zoning District. History: The owner of the property, Mr. Barrett, first spoke with your predecessor,Mike McGwire,earlier this year about the possibility of altering the interior of the existing building to create 4 units. The proposal would not alter or change the exterior of the structure. From my discussions with Mr. McGwire,the structure lies within the Residential 3 (R3)Zoning District and the North Andover Historical District. The structure was categorized as a 3-family residence. Under this determination, in accordance with Town Bylaw, Section 9.2(3)Alteration or Extension, Mr. Barrett would be allowed to expand the non-conforming use by 25%(3 existing units x .25 = .75 or 1), thus one additional unit. Mr. McGwire issued a denial stating that the applicant would require a special permit from the Zoning Board of Appeals and a special permit from the Planning Board. Please refer to the sections of the Bylaw below. Since that time, Mr. Barrett pursued the project and is close to submitting the required application materials to the Town to go forward. I received a letter (dated 12/5/05) from Kathy Stevens of 83 Academy Road, questioning the project and the appropriate classification of the pre-existing non-conforming use within the R3 Zoning District. (See attached) She contends that the structure is a two-family and thus cannot be converted to a non-conforming use(multi-family residence)allowed in the R3 Zoning District. I met with Ms. Stevens last week to discuss her concerns. She mentioned that you inspected the property and determined that structure, as it currently stands, is a two-family. Further, within the structure, exists servant's quarters,that were recently converted or facilities removed. I explained to Ms. Stevens that Mike McGwire classified the servant's quarters as a 3'd unit and thus, would be allowed to expand the pre- l � existing non-conforming use and add one additional unit. She requests that the new Inspector of Buildings render a finding that(1)the servant's quarters is classified as a residential unit and(2)the project would be allowed to construct a total of 4 units. Special Permit—Zoning Board of Appeals Section 9.1 Non-Conforming Uses "Any non-conforming building, structure, or use as defined herein, which lawfully existed at the time of passage of the applicable provision of this or any prior by Law or any amendment thereto may be continued subject to the provisions of this Bylaw. Any lawfully non-conforming building or structure and any lawfully non-con orming useof building or land may be continued in the same kind and manner and to the same extent as at the time it became lawfullx non-conforming, but such building or use shall not at any time be changed, extended or enlar eg d except for a purpose permitted in the zoning district in which such building or use is situated, or except as may be permitted by a Special Permit or otherwise by the North Andover Board ofAppeals. Pre-existing non-conforming structures or uses, however, may be extended or altered, provided that no such extension or alteration shall be permitted unless there is a finding by the Board of Appeals that such change, extension, or alteration shall not be substantially more detrimental than the existing non-conforming use to the neighborhood." Special Permit-Planning Board 8.3(2)(a)(i)Developments Which Require Site Plan Review" a)Site Plan is required when: i)Any new buildings) or construction which contains more than two thousand(2,000) square feet of gross floor area which is undertaken on land within the Town of North Andover or results in the requirement of five (5) or more new or additional parking spaces; ii) Any construction which results in the addition of more than two thousand(2,000) square feet of gross floor area to an existing structure; or results in the requirement of five (S or more new or additional parking spaces; iii) Any construction, site improvements, new uses in existing structures or developments which contain new processes not normally associated with the existing use and which result in changes in the potential nuisance to adjacent property; traffic circulation; storm water drainage onto or off of the site; and/or the application of the parking standards of Section 8.1 indicate the need for five(5) or more new or additional parking spaces. Kathy C. Stevens 83 Academy Road, North Andover, MA 018US December 5, 2005 Mr. Lincoln Daley Town Planner Community Development Department 400 Osgood St. North Andover, MA RE: Creating a Multi-family dwelling in R-3 114 ACADEMY RD. The building at 114 Academy Rd houses a pre-existing nonconforming use, that is two units, in the R-3 district. In an article in today's Eagle Tribune the current owner,Barrett Homes, describes his plans to alter this building to become four units. Three sections of the North Andover Zoning Bylaw(Section 4 Buildings and Uses Permitted together with Table 1 Summary Use Regulations and Section 2.32 Dwelling,Multi Family) suggest that a multifamily dwelling can not be built in the R-3 zoning district under the current North Andover zoning bylaw. Is there some other part of the zoning bylaw which overrides these sections? I would like an opportunity to discuss this with you. Thank you for your assistance in this matter. Kathy C. Stevens 978-683-5522 Enc: Selections from The Zoning Bylaw, Town of North Andover, 1972 (Last Amended May 2004) taken from a printout downloaded from the Town of North Andover website last week. Direct quotes are in italics. Page 19: "2.32 Dwelling, Multi-Family A building used or designed as a residence.for three or more families living independently of each other and doing their own cooking therein (same as "apartment')." "Table 1 Summary of Use Regulations Permitted Use Res 1,2,3 Multi-Family Dwelling and Apts. No Page 26: "Section 4 Buildings and Uses Permitted 4.1.1 General Provisions 1. In the.zoning districts above specified, ...and the following designated uses of land, buildings, or part thereof and uses accessory thereto are permitted. All other buildings and uses are hereby expressly prohibited except uses which are similar in character to the permitted uses shall be treated a requiring a Special Permit (1985/26)" Pages 26-28: Section 4.121 lists 20 permitted uses in the Residence 1 District-Residence 2 District-Residence 3 District. The 20 permitted uses do not include multifamily Dwellings. Special Zoning Districts Separately Defined: Section 11: Planned Development Districts District 1-S Section 12: Large Estate Condominium Needs ten acres Section 13: Continuing Care Retirement Center R-2 &VR district Section 14: Independent Elderly Housing Requires 10 acres Section 15: Planned Commercial Development District i � ' � � / ; � � ���: -.. � � °:^• :"o Zoning Bylaw Denial ' Town Of North Andover Building Department `y�b1[WMt4a 400 Osgood St.North Andover,MA.01845 Phone 97649i-6646 Fax 9Ti-6fi,4642 81reet O Lot: (o Applicant: a A (Mit: UN f U N O N v e•�S t VA-f Date: ! a DO 5 Pease be advised that alter review of your Application and Pens that Your Application is DENIED for the following Zoning Bylaw reasons: Zoning R-3 Notes I am Notes hent A Lot ArseF Frontage 1 Lot area insufficient FroInsufficient 2 Lot Area Pree�dsti e s 2 Froies e S 3 Lot Area Complies 3 Preexists 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Pntexisti —jP,4,,tfqS 2 ComPlies 4 Special Permit Required 3 Preexisting CBA e 5 Insufficient Information 4 Insufficient information C Seftack H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side insufficient fficient 3 Preexists He' M e S 4 R' Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 Pree)asti setback(s) V( e S 1 Coverage exceeds maximum T Insufficient Information 2 Coverage COMPUGS D Willundnd 3 Coverage Preexisting e 3 1 Not in Watershed `l e s 4 Insufficient Infarnation 2 In Watershed sign 3 Lot prior to I O 24/94 1 Sign not allowed 4 1 Zone to be Determined 2 Sion COMPfills 5 Insufficient Information 3 Insufficient Information E Historic District K Parldng 1 In District review required 9 'e S 1 More Parking Required 2 Not in district 2 Parking Complies `i e 5 3 Insufficient information 3 Insufficient Information 4 Pre-existing Parks Reniedly for UM above is checked below. Item s Special Parxiits planning Board Item 0 Variance 6- Site Plan Re-AawSWjW Permit Setback Variance Access other than Frontage Special Permit Parldna Variance Frontaile Emeption,Lot Special Permit Lot Area Varianten Common Driveway Special Permit Height Variance Congregate Homing i Permit Variance for Sign Continuing Care Retirement Specie!Permit Specialf Permits Zoning Board Indwandent Elderly Housing SVeciel Permit special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special permit Use not Listed but Similar Planned Residential SwWPermit swjW Permit for Sion R-8 Derafty Speciiiii Permit Li- S Permit praixisting nonconforming Watershed Special Permit The above review ane awww ampwislim or such is basad an the pMm ow Wwnatlm aubnriead. No definitive ravmaw and or advice Shia be bread m imW amgmMrmalorr by the applimt notch!Much verbal eplanalwn by do Wpkwd nrve to protide dWWdbw armawes brie alien nnas for DENIAL.Any inacaSackik mWeadirg Ymfarnmalian,Of alhar subaaquNd charmgn to tun Illkarvow aubnm Stl by tfMappI '*W be greeds ferM m iew tobe voided of tan d'macnion of en Bmlldtip Dapebnnt The attaclnd downant4lad'pin neeitw NanalM ahY bt aarehed Imaralo and is aperMMd herein by rare—.Tir bulking dSpSArmarmt will ratan M plonevW dm nwilallmm for tin above Me,You must TIM a naw bul ft parenteppYeetionformaarrdbbWhIllIlls q mltlflma,procm guilding Departmermt Official Signature Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: � ��- � � s Q � � TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT BE!AI&RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING :u BUILDING PERMIT NUMBER: DATE ISSUED: ic SIGNATURE: —4 Building Commissioner/Inspector of Buildings Date Z SECTION 1-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 0 � 1.4 Property Dimensions: K 3 Caja CVC/ s �aA,-' 681 301� e Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required I Provided Required I I Provided 30 -'° av A .�, � �Z :30 o7/C) 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public Private ❑ Zone Outside Flood Zone Municipal ❑"j't3 C- On Site Disposal System Xf SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT C IS CiCt; 2S -. 0 rn 2.1 Owner of Record Name(P nt) Address for Service 'Sigriatutt Telephone 2.2 Owner of Record: i Name Print Address for Service: O rn Signature Telephone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ /c- Licensed Construction Supervisor: O License Number Addre s7 ic �O Z—'Z3 Z!� Expiration Date lgnature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ v Company Name rn Registration Number r Address r z Expiration Date Signature Telephone I SECTION 4-WORKERS COMPENSATION(M.G.L.C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes......X, No.......El SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) )^ Addition ❑ Accessory Bldg. k Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: Lbrr/U�r-� �",e;�7<,�s o� -3 F=.y�. �.,� ,•Uy� S- a�,,,7z 50 647v J o IL-- SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be 40F*"'USE ONLY Completed by permit applicant a 1. Building (a) Building Permit Fee 1Q b -D Multiplier 2 Electrical / (b) Estimated Total Cost of 4 Construction 3 PlumbiU 40 Building Permit fee tel X(b) 4 Mechanical HVAC 5 Fire Protection p I'll 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, ,as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 77b O/WNERIAUTHORIZED AGENT DECLARATION I, '^'�`/ � �'vt✓`�� ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and be eeG'� Print Name& Si ature of Owner/A en Date NO. OF STORIES SIZE VpqY .1 ovs BASEMENT OR SLAB SIZE OF FLOOR TjMBERS 1 2 3KD SPAN . V A-r-I e-J DIMENSIONS OF SII.LS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION ✓0'2 119✓1 THICKNESS t/cq-ro vS SIZE OF FOOTING X MATERIAL OF CHIMNEY /1 t c jL IS BUILDING ON SOLID OR.FILLED LAND $p u, IS BUILDING CONNECTED TO NATURAL GAS LINE I MORIa.AA1* .IN5PECT10N P L A 4 A 0E ' _ t�flo�CfZ Stater NSA. i`-`t' 44r City/Tovns j'!= ���-� --- ----- �r JOSEPH DatesJ�' C !'�, '0J9 4 Scales I ' Sb A. t ESPOSITO,Jet. h No t owners S.C- foyer I I wt a0 CI III Deed Nef.3945.- 3oc- Plan No, hl A Drawn per City/Tovn of ti^Io.-AeJ-D iZ Tax Assessors Map. 33 o.r (5 TIuI . J CEI-AC k2`( 1_ 0-T 35 Lo 34 C, 8 , ZC—>Q± S. F. Q Q p Vt Vt N � ZG.v. rc v5ad1 sr Z �rtJe � r � ,r. 1 > a' 4 1 y 3�ToRi s 114 _ t p -D l-r 1�� To: I._ w R ESI C E: S/A u I N S —_6 HN_K,_ I hereby certify that the above Mortgage Inspection Plan was prepared for use in connection with a new Mortgage and is not intended or rtpresented to be a property line or land survey. It cannot be used for establishing fence, bedge , walls or building lines. No responsibility is extended htrein to the land owner or occupant. The location of the original building(s) as shown herein was in coapliance with the local applicable zoning bylaws in effect when constructed, with respect to horizontal diaensional reguifeaents, to lot lines or is exeapt frog violation enforcesent action under Mass B.L. Title ViI, Chap, 40A, Sec. 11 unless otherwise shown herein. Subject building(s) lies in a flood tone designated ionesx and shown on FIRM wap Coweanity-Panel 1 Z 50( L9 -Q-3C--- Bated: G-oZ-9 3 Job No. _9_4-43 4 JCB, INCORPORATE, LAND USE h DEVELOPMENT CONSULTANTS 4 AUTUMN LANE, METHUEN, MA 01844 508-683-9932 I I North Andover Board of Assessors Public Access Page 1 of 2 ti .a a s Property Record Ca Parcel ID: 210/096.0-0035-0000.0 Community: North Andovo Click on Sketch to Enlarge Click on Photo to Enlarge r • •` .• 114 ACADEMY ROAD "= rL�J f r. C 0 Location: — 114 ACADEMY ROAD Owner Name. BLANCHARD,FORREST S LWD_A M BL_AN_CHARD Owner Address: —114 ACADEMY ROAD � City: NORTH ANDOVER State MA ZIP: 01845 Neighborhood: 7 -7 Land Area: 1.57 acres Use Code: 104-TWO-FAM-RES Total Finished Area: 4947 sgft_ d An :. sant . Building Value: 482,700 393,100 Land Value: __ r� 201,700 _� _ _ _192,100 �l �- ---- Market Land Value: 201,700 q. Chapter Land Value: Sale Price: 245,000 Sale Date: 06/09/1994 Arms Length Sale Code_: L-NO-REPOCESSN Grantor: FDIC/W__INC_HELL_ Cert Doc: Book: 04062 T� Page: 0006 h ://csc-ma.us/NandoverPubAcc/ s /Home js ?P e=3&LinkId=465742 7/29/2005 ttp JP JP � Location No. I-A / 0 Date A00 C; 40WT:�h TOWN OF NORTH ANDOVER p � S a s Certificate of Occupancy $ Building/Frame Permit Fee $ ZZO Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 18678 n Building In vector I TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REP RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING See"ffi4w . . ! BUILDING PERMIT NUMBER: DATE ISSUED: / SIGNATURE: �V t Building Commissioner/In or of Buildings Date SECTION i-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number. IlL4 ACaademv Qct aCv 3.5 Map Number Parcel Number 1.3 Zoning Information: RP5. M J l+ , Fa v"i l y 1.4 Property Dimensions: tole, a0p Zoning District Proposed Use I Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required ProvidedRcqwrcd Provided I, 13. Flood Zone Information: 1.8 Saw 1.7 Water Supply M.G.L.C.40. 34) stage Disposal System: a. Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site D' System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT NO m 2.1 Owner of Record ,y'�11 um (34X>^re, NbmeS 1 C14rfupike. St-. ✓0o A ndare ca Name(Print) Address for Service: ANO./v le:�7 n � Signature ephone 2.2 Owner of Record: Nam P'nt Address for Service: Si ature Tele hone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 1 O 4 Q I u(Mo l Iz e, 5A— WD. A e\dQv,*r License Number P5ry Address Expiration Date Signature `� r 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number r�.. Address r i Expiration Date Signature Telephone r I SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation insurance affidavil must be completed and submitted with this application. Failure to provide this affidavit will'iesult in the denial of the issuance of the bui!0A permit. Signed affidavit Attached Yes....... No.......C SECTION 5 Descri tion of Proposed Work check applicable) New Construction ❑ Existing Building Repair(s) Alterations(s) 0 Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: IQ Q n I S 1- f (nOr. 1 n-1 S-'S O.A SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a) Building Permit Fee 0�� Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)x (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 -11.035 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I as Owner/Authorized Agent of subject property Hereby authorize_ to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, ( � 11P f ' rl'P w l �l l Q.M � ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief e Print Nam (0) - 0 5 Si ature of Owner/Agent Date NO.OF STORIES SIZE BASEMENT OR SLAB ba5-em e SIZE OF FLOOR TIMBERS 1C I b 1 2 ND 3RD SPAN 1 DM ENSIONS OF SILLS DRV ENSIONS OF POSTS DROENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE NORT#1 Town of over 0 uw-,.,., •,•4••. No. yy o dover, Mass., I t O Y ;- O LA E COCHICMEWICK V RATED P'PG,��� 1 V 4 BOARD OF HEALTH Food/Kitchen - PERMIT Septic System BUILDING INSPECTOR THIS CERTIFIES THAT....... /� � 1....A.04/!.I!'!. at AL S Foundation has permission to erect../..!V.���!.00_00...... buildings on.... .,/4.. ..414.WY...... ♦ Rough to be occupied as....... ......... .. t d � Chimney �� ........`.....m............ ....1'........... n"....�!............. .........I!....a..................S provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-laws relating to the Inspection, Altera ion and Construction of Buildings in the Town of North Andover. 4. S♦ I/ S PLUMBING INSPECTOR i VIOLATION of the Zoning or Building Regulations Voids this Permit. q Ai 3 s Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR l ugh ...... .... .................................... ................................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 09/14/2005 14:08 FAX 7812462938 TARPEY INSURANCE GROUP 2001 AICORD CERTIFICATE OF LIABILITY INSURAN CI= DATE 09/114/zoos412005 PRODUCER677(781)246-2FAX (781)224-0973 TH S CERTI CATE 151 aSUED ASA MATTER F INFORMATION Tarpey Insurance Group Xnc ONLY A14D CONFERS 110 EIFI EIGHTS UPON THE CERTCATE HOLDER,THIS CEERTiF c;,-m DOES NOT AMEND,EXTEND OR 442 Water St ALTER THE COVERAG 3 did:FORDED BY THE POLICIES BELOW. PO BOX 567 INSURERS AFFORDING 130U'ERAGE NAIC# Wakefield, MA 01:180-4667 INSURED Co onial Village Development, Tnc. INSURER At National Fire & Marine Ins. CO ' INSURER s: Safe: Inde ma 8 t 33618 DBA: William Barrett Homes Y _ Y 1049 Turnpike Street INSURERc' Travelers Ine:mnity Co of Can 25682 North Andov-ar, MA 01845 INSURER 0: =_ INSURER E' COVERAGES i THE POLICIES OF INSURANCE LISTED BELOW MAV BEEN ISSUED TO THE INSURED NAMED ABOVE—F-DR TM:PC LICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TE 2M OR CONDITION O:ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V•HIGH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED E,Y THI:POLICIES DESCRIBED HEREIN IS SUBJL:CT TO ALL THE -EF 46,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY iAVE BEEN REDUCED BY PAID CLAIMS. TYPEOF INSURANCE POLICYNUMBER DATE MM1DDMr DATE MIVU YY�,_ LIMITS LTR NGAC FAGH OCCURRENCE 5 GENERAL LIABIU1Y 72LPE693330 10/01/2004 10/01/201)5 $ 11000,00 X COMMERCIAL GENERAL LIABILITY PREMISE EaOccurenc 5a,0001 CLAIMS IAADE ®OCCUR \�< MED EXP(Any one person) $ 5.000 PERSONAL&ADV INJURY $ 1,OOO,OOO 4 GENERAL AGGREGATE S 2,000,000 PRODUCTS•COMP/OP AGG $ 2,000,000 GEN'L AGGREGAT:LIMIT APPLIES PER 0) X POLICY L g 7 LOC AUTOMOBILE LIAIRLITY 1900226 03/23/2005 03/2:3/2(ahr88N�EnI�wGLELIMIr $ iEa1,000.000 ANY AUTO AI.L OWNED AUTOS BODILY INJURY $ (Per person) X SCHEDULED kUTOS B X HIRED AUT011 (Per actideent RY $ X NON-OWNED AUTOS PROPERTY DAMAGE $ (PeraWdenL) AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY AOTHER THAN ANY AUTO EA ACC S AUTO ONLY: AGG S �- EAGH OCCURRENCE $ EXCESSrUMSREL-A LIADJUTY AGGREGATE OCCUR CLAIMS MADE $ $ DEDUCTIBLE $ IRETENTION S - - $ WORKERS COMPENSAl10NAND 6KUB733OA86505 O3/Z4/ZOOS a3/Z4/21>OI:1 :;T.RY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT is 1001000 C ANY PROPRIETORIPAR"NUVEXECUYIVE _ EL.DISEASE.-EA EMPLO $ 100,000 OFFICEmEMBE:R E(CLUDED? If vet,deacrlbe under E.L.DISEASE-POLICY LIMIT S 500,000 SPECIAL PROVISIONS trNOW OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEMICL c51 I)GLUSIONS ADDED BY ENDORSEMENT t SPECIAL PROVISIONl3 �- Evidence of Insurance II CERTIFICATE HOLDERCANCELLATION SNOULD ANY OF TME A130V E-01 CRIBED POLICIES BE CANCELLED BEFORE THE EWIRAT;ON DATE T.IERE01',TME'-ISSUING INSURER WILL ENDEAVOR TO MAIL DAyS WgM*EN NO'"ICI:'b THE CERTIFCATE MOLDER NAMED TO THE LEFT, Town of North Andover BUT FAILURE TO MAIL SUCI l N0110E SHALL IMPOSE NO OBLIGATION OR LIABILITY Building Dept OF ANY KIND UPON THE IN:U1114t,ITS AGENTS OR REPRESENTATIVES. j Town Hall AuTHORQED REPRESe1nAnVI; North Andover, MA ! Kathleen Mun ,fin _ j ®ACORD CORPORATION 1988 ACORD 25(2001108) FAX: (978)682-23')7 i I Town' of North Andovert4ORTH Of + t O Building Department o 27 Charles Street North Andover Massachusetts 01845 i (978) 688-9545 Fax (978) 688-9542 9 SACHUSt DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 s 54, and a condition of Building permit# the debris resulting from the work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL cl 1, s150a. The debris will be disposed of in/at: Facility location Si n g azure o pp scant IO 7/a�� Date NOTE: A demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. REQUIREMENTS FOR BULDING PERMIT SIGNOFFS BY BOARD OF HEALTH To be filled out by the applicant and submitted with the Building Permit application 1. What is the proposed project? Deck pool addition new house other 2. Are plans attached? Qes ) No (For additions and new houses on septic systems, complete floor plans of proposed construction and any existing house must be submitted. For pools and decks, a site plan with location of pool or deck is required. Dimensions of deck are needed.) 3. Is municipal sewer available at this location? (YeDsNo 4. If sewer is available and a house already exists, is it tied in to the sewer? Yes No S. Is the location served by private well? Yes No i 6. If this project is an addition and the house is served by a (0 1- a �cov� septic system, has there been a Title 5 inspection done N recently on the septic system? Yes No 7. If, yes, is the inspection report on file at the BOB? Yes No i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers'Compensation Insurance Affidavit Please Print Name: Location: City Phone am a homeowner performing all work myself. F7I am a sole proprietor and have no one working in any capacity ©am an employer providing workers'compensation for my employees working on this job. Company name: ( -)i 1 , v(Y1 o,, r c e H OrA e..S Address to LA cl —T-1 J rI V S� City YU0• ect✓1 &6L� )erg Phone#: 9 7$ -(0 r a -13L 3 a0 Insurance Co. ( r'ix v e(ers L o d eMn 1.c ,n Policy# U u U6 7,.3300' X505 Company name: Address City Phone* Insurance Co Policy# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of($100.00)a day against me. I it understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify under the pa' s and penaities of perjury that the information provided above is true and correcL Date 10 7LLr- Signature_ Print name Phone# cl7g--to got.-8396 Official use only do not write in this area to be completed by city or town official' Building Dept ❑Check if immediate response is required Building Dept p Licensing Board p Selectman's Office Contact person: Phone#: Ij Health Department 0 Other FORM WORKMAN'S COMPENSATION Homestead Reportsm 208 PIKE STREET TEWXSBURY,MA 01876 (978) 851-6263 (9 78) 858-0076—fax# John Ward, Inspector MA-License#115 "Let us check your homestead" June 28, 2005 Bill Barrett 1049 Turnpike Street North Andover, MA 01845 - - Dear Mr. Barrett, - Thank you for choosing Homestead Report for you inspection needs. Attached is your report for the property located at 114 Academy Road,North Andover, MA. We are dedicated to making the inspection process an informative and learning experience. Good luck in the remainder of your home buying experience. If you have any questions or concerns regarding your property's inspection, please feel free to contact me at any time. Sincerely, John Ward Homestead Report P.S We build our business on satisfied customers and r errals .f � Thank you, John Ward,Homestead Report BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 052241 Birthdate: 10/10/1952 Expires: 10/10/2005 Tr.no: 6241 Restricted: 00 ; WILLIAM K BARRETT 1049 TURNPIKE ST N ANDOVER, MA 01845 Administrator Report Index INSPECTION CONDITIONS 2 EXTERIOR-FOUNDATION - BASEMENT 5 ROOF SYSTEM 7 PLUMBING 8 HEATING-AIR CONDITIONING 10 ELECTRICAL SYSTEM 12 INTERIOR 13 GARAGE-CARPORT 15 KITCHEN-APPLIANCES-LAUNDRY 16 BATHROOMS 17 POOL/HOT TUB&EQUIPMENT 19 GROUNDS 20 114 Academy Rd INSPECTION CONDITIONS CLIENT & SITE INFORMATION: FILE#: 114 Academy Rd. . DATE OF INSPECTION: 06127/05. TIME OF INSPECTION: 9am. CLIENT NAME: Bill Barrett. MAILING ADDRESS: 1049 Turnpike St. CITY/STATFJZIP: N.Andover, MA 01845. PHONE#: 978-682-4529. FAX#: email bill-barrett@comcast.net. INSPECTION LOCATION: 114 Academy Rd. CITY/STATE/ZIP: North Andover, MA. CLIMATIC CONDITIONS: WEATHER: ' Partly Cloudy. SOIL CONDITIONS: Dry. APPROXIMATE OUTSIDE TEMPERATURE: 78. BUILDING CHARACTERISTICS: -MAIN ENTRY-FACES- Southwest. NTRY FACES:Southwest. ESTIMATED AGE OF HOUSE: 1820. BUILDING TYPE: 2 family, Colonial. STORIES: 3 SPACE BELOW GRADE: 2 1.4 Academy Rd Basement, Crawl space. UTILITY SERVICES: WATER SOURCE: Public. SEWAGE DISPOSAL: Private. UTILITIES STATUS: All utilities on. OTHER INFORMATION: AREA: Town. HOUSE OCCUPIED? Yes. CLIENT PRESENT: Yes. PEOPLE PRESENT: Listing agent, Selling agent. PAYMENT INFORMATION: TOTAL FEE: $400. PAID BY: Check. REPORT LIMITATIONS This report is intended only as a general guide to help the client make his own evaluation of the overall condition of the home, and is not intended to reflect the value of the premises, nor make any representation as to the advisability of purchase. The report expresses the personal opinions of the inspector, based upon his visual impressions of the conditions that existed at the time of the inspection only. The inspection and report are not intended to be technically exhaustive, or to imply that every component was inspected,or that every possible defect was discovered. No disassembly of equipment, opening of walls, moving of furniture, appliances or stored items,or excavation was performed. All-components and conditions-which by the-nature of their location are- concealed, re concealed, camouflaged or difficult to inspect are excluded from the report. Systems and conditions which are not within the scope of the building inspection include, but are not limited to: formaldehyde, lead paint, asbestos,toxic or flammable materials, and other environmental hazards; pest infestation, playground equipment,efficiency measurement of insulation or heating and cooling equipment, internal or underground drainage or plumbing, any systems which are shut down or otherwise secured;water wells(water quality and quantity)zoning ordinances; intercoms;security systems; heat sensors; cosmetics or building code conformity. Any general comments about these systems and conditions are informational only and do not represent an inspection. The inspection report should not be construed as a compliance inspection of any governmental or non governmental codes or regulations. The report is not intended to be a warranty or guarantee of the present or future adequacy or performance of the structure, its systems,or their component parts. This report does not constitute any express or implied warranty of merchantability or fitness for use regarding the condition of the property and it should not be relied upon as such. Any opinions expressed regarding adequacy, capacity, or expected life of components are general estimates based on information about similar components and occasional wide variations are to be expected between such estimates and actual experience. We certify that our inspectors have no interest, present or contemplated, in this property or its improvement and no involvement with tradespeople or benefits derived from any sales or improvements. To the best of our knowledge and belief,all statements and information in this report are true and correct. 3 11'4 Academy Rd Should any disagreement or dispute arise as a result of this inspection or report, it shall be decided by arbitration and shall be submitted for binding, non-appealable arbitration to the American Arbitration Association in accordance with its Construction Industry Arbitration Rules then obtaining, unless the parties mutually agree otherwise. In the event of a claim,the Client will allow the Inspection Company to inspect the claim prior to any repairs or waive the right to make the claim. Client agrees not to disturb or repair or have repaired anything which may constitute evidence relating to the complaint, except in the case of an emergency. Client Signature: Date: Inspector is authorized to disclose inpsection report information to: I/we do not wish to disclose inspection to any other parties. w R 4 114 Academy Rd EXTERIOR - FOUNDATION - BASEMENT Areas hidden from view by finished walls or stored items can not be judged and are not a part of this inspection. Minor cracks are typical in many foundations and most do not represent a structural problem. If major cracks are present along with bowing,we routinely recommend further evaluation be made by a qualified structural engineer. All exterior grades should allow for surface and roof water to flow away from the foundation. All concrete floor slabs experience some degree of cracking due to shrinkage in the drying process. In most instances floor coverings prevent recognition of cracks or settlement in all but the most severe cases. Where carpeting and other floor coverings are installed,the materials and condition of the flooring underneath cannot be determined. WALLS: MATERIAL: Wood siding. CONDITION: Cracks noted are typical. Some past repairs noted. The front comer is inside the the the foundation stone. Ground contact noted. This condition has a high potential for insect and water damage. TRIM: MATERIAL: Wood. CONDITION: Ground contact noted at the side and the bam area. Frass like material noted at the front corner board. Recent repairs noted to the trim on the side at the ground contact. Metal patches noted on some sections of the facia and rake boards. CHIMNEY: MATERIAL: Brick. ' CONDITION: Unlined flue.The front chimney on the driveway side has a large crack noted on the 3rd floor. Loose and deteriorated mortar also noted.Water stains noted on the ceiling.The rear chimney has a large lean towards the street. BASEMENT/CRAWL SPACE: ACCESSIBILITY: Basement is unfinished, Limited viewing due to heavy storage. Limited viewing due to insulation. Evidence of prior rodent activity was noted. You may wish to have treatment carried out by a licensed exterminator. CRAWL SPACE: -- Broken/sagging framing.Water damage,rot and insect damage noted. Earth-to-Wood contact is found.The viewing was limited,due to clearance,debris and asbestos like material. Many ant hills noted in the damp dirt floor. The field stone foundation in the rear appears to have a water stain. Ponding of water may be present. Major structural repairs are needed in the crawl space. BASEMENT WALLS- TYPE: Stone, Brick. CONDITION: Typical deterioration for the age.Water seepage/stains noted in many areas. Next to the crawl space is a bucket of water from the seepage at the old cast waste pipe. 5 114 Academy Rd BEAMS: Many of the beams have been re supported/boxed in. One of the main beams next to the chimney has deterioration and old insect damage. Many sections of the sill plate have been replaced. Issues noted on the interior beams on the 1 st and 2nd floors. The beam next to the 1st fire place has a recent steel plate added. The 2nd floor right bedroom has many recent small bolts added,these appear to have been installed improperly. FLOOR JOISTS: Many of the joists have been sistered together. One of the joists to the right of the center of the house has old damage. The sister joist in the center,with the column was installed improperly. Improper header of the side dormars. COLUMNSISUPPORTS: Many temporary type columns noted. Many of the columns were the recent work to the beams and joists have improper footing. BASEMENT FLOOR AND DRAINAGE: Symptoms of prior water entry exist, Typical settlement cracks noted. The following problems were noted at the sump: Recommend extending the discharge line. The rear and side sump holes have standing water. Recommend installing a secondary pump and a battery back up power supply. The rear sump hole has no pump. OTHER OBSERVATIONS: Signs of rodent traps and chemicals. Recently installed wood trim and paint noted at the sill plate on the inside of the bulk head. 6 6..A04 -INSPECTION PLAN .' �r? OF "J i �UDo�eFZ Stater MA. : mr ., JOSEPH t1la I A. utiiE �. l�'9 `} Sgltt l„ 50 I �� ESPOSrM.JA. h No.1 �� �. C• kyerrIAQC-.AAC1 it f,X945 �30C Pian Mo. l`l/A er CltylTown of 1.10• ,1w D—� 11 Tat Assessors Map. 33 0'T L o-7 3 5 Lc,—, 3 4 Co g >z `.` W � . v � v t t STI. l ('; .:✓ qt P"c' y 3�%A- i i 17o or C- -5AV hereby certify that the above Mortgage Inspection Plan was prepared for ase to connection with a nw Mortgage and is not ntendtd or represented to be a property line Of land survey. It cannot be used for establishing fent, hedge , valls or building ivies. No responsibility is a:tended htreio to the land owner or occupant. The location of the original beiidinl(s) as shown 4cein vas in cotpiianct with the local applicable zoning bylaws in effect when constructed, with respect to horizontal 3eensional requireeents, to lot lines or is enwpt fron violation ealoreenent action under Mass S.L. Title YII, Chap. 40A, Sec. unless othervise-shove herein. Subject building(s) lies in a flood tone designated Ionet � _and shown on 4 OZ_� 3 Jab No. 94-434 TRK rap Conunity-Panti 12 `JQd�S1:�n�� —C Dated: G- JCD, IMCORPORATED, LAND USE 1 DEMffRENT CONSULTANTS 4 AUTUMN LANE, MET)AIEA, MA 01944 SOB-681-94 _ --fig Y ED �I --_ - *P*4 ` . oa _ o _ WILLIAM BALKUS ASSOCIATES ATK ��\CWTE TENsoum L1A'SIREEf TOPSF7QDMA01983W AIMASS000AOLCOM TEL 978 887 3351 FAX 978 887 9290 1 1 4 ACADAMY ROAD NORTH ANDOVER , MASSACHUSETTS y x , e $: ,�WITKLLIAM BALKUS ASSOCIATES L 3u\CIRrEM TFNSOUCM MA MREHC'IDPSFIDDMAD1983W ALWSASSOCRAOLMM TEL 978 887 3351 FAX 978 887 9290 1 14 ACADAMY ROAD. NORTH ANDOVER , MASSACHUSETTS WILLIAM BALKUS ASSOCIATES eTK 1�\CIRrE TFNSo=NiAINSTREa TOPSFIDDM 01983WMBAlMASSOC®AOLCOM TEL 978 887 3351 FAX 978 887 9290 1 1 4 ACADAMY ROAD NORTHANDOVER , MASSACHUSETTS A5PECT109 PLAN 4u�o•ve2 States MA. JOSEPH �r 1 a �Qg 4 seatei t So j esaosm JR. + No.i hyefi A V 14A Ql7 s GI TJ 145 /3 0 G Plan No. II + 1tylTawn of 1 to• ,SND c�4,�'--2 Tai Assessors Map. + I o'T P W F _O 3� QI V I 1 Y 3 � %A- I�� '1 reby certify that the shore Mortgage inspection Plan was prepared for use in connection with a new Aortgage and is not Idtd or represented to be a property line or land surrey. It cannot be used for establishing fence, hedge , yaps or building c. and Avner or occupant. The location of the original betiding(s) as shorn Mo re:pansibillty Is est ended herein to the l n vas in coeoliance with the local applicable zoning bylays in effect vheM constructed, with respect to Karl Antal nional requirements, to lot lines or is @leapt frog violation enforcement action under MaTitle litle V11, Chap. 40A, Set. '"less othervise shown herein. Subject buildings) ties in a flood zone designated Tonei and shown on map Comsuni t -Panel I Z -4 3' 3 Jab go. 94d• •r - --a!.�rm WMENT CNSULTAMTS 4 AUTUMN LAME, METMHU , M 01844 508-681-9W �10� Date.A/.... .,�!................ �10R71y TOWN OF NORTH ANDOVER PERMIT FOR WIRING Acmus �. � This certifies that .....�..:�........................ ................................. ........l.t. has permission to per m � � . wiring in the.building of.; .71 !�":!... � f.��.<j at./ . tjl:j ���1 . . .,North Andover,Mass. ............ ..... .................... Fee.�1..2i.1 .. Lic.No�... ........................................................... ELECTRICAL INSPECTOR Check # 5090 Commonwealth of Massachusetts' Official Use ly Permit No. a Department of Fire Se/s!acbusretts a �, Occupancy and Fee Checked ,,�` BOARD OF FIRE PREVENTION RNS [Rev. 11/991 Ieaveblank APPLICATION FOR PERMIT ORM ELECTRICAL WORK All work to be performed in accordance with tElectrical Code(MEC) 5 CMR .00 (PLEASE PRINTININK O P AL FO ATDate: XNAl City or Town of: To the Inspector o fres: By this application the undersigned gi es n ce orbili&h intention to e form the electrical work described below. Location(Street&Niqm e ) r (�Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction witha building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of Security system Completion o the ollowin table maybe waived by the Inspector of Wires. No.of Recessed Fixtures No.of CeilSusp.(Paddle)Fans No.of Total : Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA o. mg No.of Lighting Fixtures Swimming Pool rnd.Above ❑ In- of grind. ❑ Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS I No.of Zones o Detection and No.of Switches No.of Gas Burners o. Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alertin.-Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection Heating Appliances Security Systems: ` No.of Dryers 1; pp Kms' No.of Devices or E uivalent c 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: No.of Devices or Equivalent OTHER. Attach additional detail ifdesired,or as required by the Inspector of Wires. 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:) (Expiration Date) Estimated Value of El ctrical Work: A11531. — (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I cert, under the pains an penalties of perjury,that the information on this application is true and complete. FIRM NAME: Sar-�.Aica-sLIC.NO.: 1 r-j:jr Licensee: John S. Bassett Signature LIC.NO.: 1533C (If applicable,enter"exempt"in the license number line.) Bus.Tel.No.: 603 594 5928 Address: Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Lid, see does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. 1 am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ i