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Miscellaneous - 539-541 Waverly Road
RLE I I i Date..3. C. . ... .. . . NORTH pf Sao '6 6 TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION h �,SSACMUSE4� This certifies that . . . 14 ..9� has permission for gas installation . . -:-7. . . . . . . . in the buildings of . . . . Y !. . . . . . . . . . . . . . . . . . . . . . . . . . . at r {.?. . . . . . . . . . . . .. North Andover, Mass. Fee./cA . . Lic. No.fl 3 �. . . . �� ✓`��,�,.. . . . . . GAS INSPECTOR Check# 5 4.7 2 yL� MASSACHUSETTS UNIFORM APPLICATION F (!',In1 or Ty e) OR PERMIT TO DO GASFITTING Mass. S. Oats Building Location 'S'4 Permll u ,,(t _ Owner's Name Type of Occupancy New Renovation � ❑ Rcpla�ent ❑ Plans Submltled: Yes ❑ No ❑ K K N W V1 cc rt U X ¢V1N 2 W W, f f O > N ~ CC U cc J V1 W U n3 x a cc c N l^ o w N YI L W WI O — d O H W to CC W x U W = V, �: K a O C > W ` .4 : Q Yr F Xcc X W -jX H w W U O > U. W U z N rr 4 V1 06j o O �xi a O Ft X SUB—&SMT, O s 1, 23ASEEIIT sTFLoon 11, 11 tl \ ' I 3R0FLOon 4T11 FLOOR STII FLOOR 6711 FLOOR TT11 FLOOn eTi1 F L 0 0 n n ~ailing Company Name '001C S3 k Check one: Certificate A ' 3- C:orporallon *112 t..> 9us!ness Telephone �� ��_ $ $-i ❑ Partnership '-ams of Licensed Plumber or Gas Filler (❑ Firm/Co, !r4SunANCE COVEnACE: r)avc a current liability Insurance policy or its substantial equivalent Yes CD No C) which meets the requirements of MGL ' you Htype coverage Have checkedyes, please Indicate the — Ch. tat, by checking the appropriate box. = !'a511ny Insurance policy ❑ Other type of Indemnlly ❑ Bond ❑ DWNER'S INSunANCE WAIVER: I em aware that the licensee does not have the Insurance coverage required by ^-spier 142 of the Mass. General Laws, on walves Ihl and that my signature on (Ills permit Application s requirement. Check one; _:^�I„ e of O.V^o, or Oy+ner's Agent Owner❑ Agent ❑ e ety NfIlly lhal all of the details and Informallon I have submitted (or enleied) In &boys applicatlon ue Uue end e ^I009+ +nd Ina( all plumbing work and Install&lions erlormed under Ilio ermll Issued for this appllcallon will ^°^I Oroyis ons of IM MassAchuse113 Stale Gas p p In CO a 11 the bell cl my Code and Clupler, 112 of the Ge4a, * , be In compliance with +I; T 'Ucense: ° f lumber Ulor 9nalns& um er of „10� aster iter „r'•tT� Journeyman Ucense Number g�� Date....... .....1! NORTp TOWN OF NORTH ANDOVER PERMIT FOR WIRING SACMUS� - -h �6/2�ft�D z� This certifies that ................�............................r�..........��'.1................... has permission to perform co w,90 ............... ........................................................... wiring in the building ofS,5�4 " �rn ............................ . . ............... .......... at.. �l.....V!Me � ... .................... .North Andover,Mass. a Fee.. ?47......... Lic.No.A ......... 740.......... �. � - d!l/allt ...... .-. LECi'RICAL INSPECTOR Check # 65 *1 1 Commonwealth of Massachusetts 611-16ill Ise()III\ I; ' 1 Permit No. Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 9 05] lea,,blank ZrrY APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All .un-k to he pei-foriued in 3CCOI'dallCe with the Hcol'ical Code(YEV). CAIR 121.00 I'LL ISE PRLN T IA INK OR TY U I N'F,()R,l L I TIO,Vj Date: J /,0 To /he h"pe-for of Wires: City or Town of: TV L'I 13V this application the undersigned gives nk`itl�cj of his or her illelitioll to pe o'In the clecti-ical work described below. Location (Street& Number) Owner or Tenant AKSYdS e Telephon Owner's Address Is this permit in conjuncti;oVn % ith a bui g per it? Yes No F� (Check Appropriate Box) Purpose of Buildin,, Utility Authorization No. Existing Service_ Amps Volts Overhead ❑ UndgrdF-1 No.of Meters New Service la Amps /,:Z g�OVolts Overhead ❑ Undgrd P"' No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Oble PIC1.1, be WLIA L11 ill;the INSIA;1101-00ilil-1 No.of Recessed Luminaires No.of Ceill.-Susp.(Paddle) Fans No.of Total I? Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above Ei In- -N-576if-Emergency Lighting gil-nd. grild. Battery Units No. of Receptacle OutletsNo. of Oil Burners FIRE ALARMS 4D INo. of Zones No.of Switches No.of Gas Burners No.of Detection and Initiating Devices Total No.of Air Cond. iNo.of Alerting Devices No.of Ranges oj7x-j Tons �i No. of Waste Disposers Heat Pump Number Tons KW 1,No.of Self-Contained Totals:I I . . i,Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW .Local Krunicipal El Other iIf Connection Heating Appliances KW Secuff No. of Dryers ty SXstems:*No.of Devices or Equivalent No. of Water KW No.ZRF No.of Data Wiring: Heaters S, Ballasts 644 -- Signs No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Eq u iv alent OTHER: if'Icsfrid, OV�IS I'61110111h.1 I/IL'bopu, a 11"? Estimated Value of Work: -ed by municipal policy.) Estim. Ok lien rcqLlii \k ork to Start: Inspections to be requested in accordance with EIEC RUIC 10, and LIP011 C0111PICti011. % INSURANCE COVERAGE: t-,niess waived by the owner, no permit for the performance of electrical work niay iSSLIC (11110 the licensee 111.0"ides proof of liability i11SLII-aIlCC ilICILI(lill""Completed operation"COW-OLT or its SLIbSlantial CkItlivilICIlt. Hic lilldcl-si..-Aled cel-tilIC!,that salcllY mere�iill has�:%,Ilihited proof ol`!.�anle to the permit office. (111--'(-'K ONE: I\NS1 RA\CF, � )N,D [I r.)I I II:,R ❑ (SI)k-ciIv:) I cerlib!, finder the nilpenuffies!)1'pqjurY, dint the h, Ifleatioll i,�11-rie 111)d contlylefe. FIRM NAME: C. LIC. N0967-7e Licensee: 17?1)IAI Signiatt4c YZK LIC. 1v 0.:- trill. Bus. Ttl/N ,09A Address: 75�,W, 6oeZ-- AIt. Te /C "SCCLII-ity Sy,,tL:in Con actor 1JCCnNC NC]Llircd for this work; if applicable, L:nthelicensenumber here:K OkV NER'S INSURANCE 1AAIVER: I am aw;ire that the Licensee /torr the liability insurance covuI-aLc normally law. By my below, I lici-Lby Waive this I'CLIUiI'LII1lLIlt. 1 ;1111 tIlC(check one)[] owner':;iequired b� 1, ovvnvr E] il-,ell Owner/Agent PFRYIT FFF,. Date 3y- !� . . . . . . "pRTM TOWN OF NORTH ANDOVER � o',.�.° ,•stip PERMIT FOR PLUMBING 40 ,SSAGMUS� This certifies that . . Sl E has permission to perform . . . . .'P.l�^ . Y . . . . . . . . . . . . . . plumbing in the buildings of . . .��l. ��. -- . . . . . . . . . . . . . . . . . . . at. . . .S.`/. . . . .... . .�. ../ . . . . . . . . . , North Andover, Mass. Fee.. . .. . . . .Lic. No. 3.'.3' � .� . . . . . . . . . �c� �� . . . . . . . PLUMBING INSPECTOR Check # 6859 leA 10 MASSACIHUSE-7 S UNIFORM APPLCA—I 10N FOR PERMIT TO 00 PLUMBING tP;int or ype Masa. Cat- 0� i•9- P��d :. �v 1 11 Suldlnq Loeaticn Owne.'s Name rC l Type cf Occlpanry S New � Renovzticn Q Fe,:lac,inent C]Type Submr�;e-_'• Yes C] Nc . ' B :P . = S�,JER; F�URES Sc?TICS 1� e7 as C 7i ;, —=U < �// W v C. CN �C -1 CA C K W N Y _ L1 C Q Y7 W } H N S Z 3 z ..a C W O 1W .6J > F- O _ a — vt 0 ca 3 o C Sud-SSMi. l l l l l I I I I I I I I I I I I I I I I l I i l l t ifASLMt:,yT ' • I I I I I I I I hill 1 1 1 1 1 1 III 111 ,S- FLOOR 1 1 1 11 ► I I i t. l I I I ' I i l l l i l l l l l l l l l l ZNo.FLOCK 1 11 I I 1 I I I I I I I I I I I I :AD FLOOR 1 1 1 1 1 1 1 1 1 1 1 1 1 I I -'7H FLOOR QTH FLOOR I i 77X FLOOR d ,H FLOOR �.p 1 I n.s'a1Mq C„rn carry Name ` k r`�ecF one: Cer'�eate Ac'Cress �a �! C.�r�, crticn �� ❑ Partnership . Fusiness Tce;,t:cne((DOI) ❑ Fu'm/Co. ' Name cf Ucrised Pletmber INSURANCE COVERAGE: I have a c.•rrent rabilRY Ins=ncz palcy or)ts subs1•ant.Wequivalen Yes ❑ No Cl t wnic� meets the regefiremr—Its of MCL G�L It yCu have checked ves, please indicate the type c:ove:age by �hes3dnq the appropriate box A Ilabdity Insurance poky ❑ Other type Of Indemnity ❑ Bond ❑ OWNER'S INSJPA,NCE WAlVE1: I am aware that the fkerscz does not have the Insurznee eaverage require-4 by C`.apter 142 of the Mus. General Laws, and that my signature on this pe:mt appll(=ticn wztves this re�ttira:,er,L Check one: SSnar ue of 0*Tlar,cr Cwner's Igsnt -- Owner ,+] Age-it C) I hereby c vtity th.A4, it of the details and Warmation'l hive (or,@Intered)in ad plumbing work and hsWaabave'appGation are true and zcmte lao the bcs cf y'.'' L-l"Odge and that tlons performed under the per-jt iss ed Ice this aaDucaticn rnU be in cmptthe with c( partjnent procru of k1=ac'tusatt3 State Putanbing C--,,e and a ter 142 of the Gin Law, �Y true Ygnauae of Ljcansac Iumoer CZyRown Type of Uoxnse: Master ET"*' ^^ .kumcyman ❑ l ri - U.e NLT) t.ie-..nss Number � et Date 3 � NORTH •�"o TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING CMOs This certifies that F. . !7�-7. . . . . . . . . . . . . . . . has permission to perform . . . � . � - . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . x'. . . . . . . . . . .I. . . . . . . . . . . . at . . . .S.��`'? . . �,{./�.�.� . .�. . . . . . . . . . . . . , North Andover, Mass. Fee d l. . Lic. No..Sr7" "I- . . . . . . . PLUMBING INSPECTOR Check # 6960 .� MASSACHUSc"i t S UNIFORM'APPLCATIpys- a R pERMri TO DO P MB NG sa. Cat- D J?uiJdIng LoatJcn SJ'l Owne. s Name VS�•�l III Type ct Occspancy L���� New Fienevaticn ❑ Feplzce Hent ❑ Plans Submr:r_': Yes ❑ N -- . Sc7ER= S�?TIC? m e7 Y I < W I c U < H W J L+ _ _ a W _ J N q W C x V iL O H W < } N C a. L. -K C W C a C o LT. 1 97 W ~ C F- < Y C C C 4 V L _ CL _ _ = 13 cl c � � 3 �Sua-s - � c C)SM �. I l l l l l l l l l l l l l l l l l l l i t l i l l a )A 1.14 I i l l l l l l 11111 1 1 1 1 1 1 ICI Ill I I i l l 1ST FLOOR I I I I I I I I I I I I I I I I I I I I I I I I I l 2110 FLOOR 111 11 I ( I I I I I I I I I I I I I I F2R7 FLOOR aTH FLOOR T-1 l y I s-H FLOOR 679 FLOOR I I I ( I I I ( I I I I I I I 1 I I I ( I TK FLOOR STK FLOOR I I IrstzJnnC.C--rnczrty Name . C`tec-F one: Ce:tifiate R,1�crpert)cn *(L ❑ Partn=hip Eusinc;s Tdephcne V84 ❑ Furn/Co. Name cf Uc %sed Plumber INSURANCE COVERAGE: I rave a =Trent CubIIRy Ecutrrane- pclley or h sabstantial c,vivalent which meets the requirements of MCL G: 1-2_ Yes El No C3 If ycu have c:hccked ves, please )ndtate the type caverage by Chc--dng the appropriate box A UbJrty h=-anc- pclicy ❑ Other type cf Indemnity ❑ Bend ❑ OWNER'S INSURANCE WAIVER: I am aware that the I1c-r.se! does not have the lnsuranc- coverage require. by C`.apter 142 crt the Mass. General L=w3, and that my signature on tits pe.-mai appllcaticn waives this re-qulremer,t_ Check one: SGn=aus of Owner v G�+mar's Agent Owner ❑ Agent ❑ I h"bY chttfy that all of the detaAs and information I have submrY,ed (or entered)in above appGaUcn are true and :=.mats la the t d e(,-y kiowieCre and that ad plumbing work and installations perionned under the perm-t i=ed to this znpuc2Ucn ml be in cmpaana wiLh aJ pwtinent pr�oru of aha W4=achwtts State plumbing Cede and ter 142 of,he Gin t.aw- eY 0e �+gnauae or CZY/Town Typa of Umnu: Muter .Jcumeyman ❑ Ucnss Number Date. 7//w .3 �.`. . . . ... .. NORTH 3� TOWN OF NORTH ANDOVER ' PERMIT FOR GAS INSTALLATION h SSACMUSE�A This certifies that . . . . . . . . . . . . . . . . . . . . . has permission for gas installation . . . . . . in the buildings of at . . . . . . . . . .. North Andover, Mass. Fee. Lic. No. )A .�% . . . . . . . . . GAS INSPECTOR Check# 5473 yL� MASSACHUSETTS UNIFORM APPLICATION FOR PER tr,inl o,,Types MIT TO DO ,ICy GASFITTING �r , Mass. pale /OUuliding Location 4 �- Permit 1111 3 Owner's Name U �lC New Type of Occupancy Renovation ❑ Replacement ❑ Plans Submitted: Yes❑ No ❑ GV1 W r '� VI N X 0z. h ¢ N U, ¢ h W yr 1111 .O cc N 1— K V J N W .1) U 'K o V1 CC V1 VI [ uJ ul — O F lu' U.1 J f. X W W Q C W f'" W ►" X W > ¢ C _ F- O > U. h U h ¢ x ' x o u x U. D' 3 0 '< ,< 0 a W a o N W U ¢ W O 0 ~ SUB—BSMT, BASEMENT 1 ST FLOOn A 2110 FLOOR ORD FLOOn 4 Tit FLOOR STI( FLOOR eT11 FLOOR 7TIt FLOorl BTt( FLoon `)s'alling Company Name ddr c s s Check one: Certificate iK •� �Corporallon o� 5usiness Tcicphone Ct��3) ��� ►� ❑ Parinershlp — r _ 'Jame of Licensed Plumber or Gas Filter Firm/Co. lt4SunANCE COVEnAGE: ^avc a current liability Insurance policy or 1`113 substantial equivalent which meets the requirements ofMG Yes CD No Q y°u have checked yes, type cover Please Indicate the — L Ch. 1142 age by checking the appropriate box. = !1-3bliny Insurance policy ❑ Other type of Indemnily ❑ DWNER'S INSUf1ANCE WAIVEn: I em aware that the licensee does of Bond ❑ n-splcr 142 of the Mass. General Laws, and that m signature the Insurance coverage required by MY sl nature on this permit application waives this requirement, ^31U,e of (>•nor or 0Wner s Check one: gent OwnerQ Agent ❑ _�°'BhY �'tiry Thal ail of the d•lalls and Information I have submitted (or entered) In above application tie bu �"te004 and Ihal all plumbing work and Inslallallons periorm i under Ilio ermll Issued for tic a II ''n°ni piovis ons of the Massachusetts Stale Gay Cod a end e e and Clrapier 1�2 of the General PP canon will be In compliance with al,u'lls to the best oi s. ` T '+ f Ucense: ° r'lumbor lillor 19nalure o conse own um of or alter �slcr '"sem r r.1 r5la?Tl'C Journeyman Ucense Number Q�` + 'a Date..�I.A.....6 c...... f NORT►I TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ,SSACMUSE� This certifies that ;775 C ....... � �T has permission to perform ..........q/F.�Q... 'wpo................................. wiring in the building of......... 1!fSSr1 ' irw at...-6-33..wwpki .4 !....... ..................... .North Andover,Mass. 71?...........eLE !! .. —'Alf..... CTRICAL INSPECTOR f' Check # o'�Z X5 .1 0 Commonwealth of Massachusetts CL Department of Fire Services I Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev.9 05] (ieme blank) APPLICATION FOR PERMIT TO PERFORM ELECT ICA�L WORK 5 7 C'\IR 12 00 All .un-k to be peiloniied ill accordance%�ith the�\I�INNRIILISettS I'lecti-ical Code IC I WLEASE PRIA T IX INK OR T1 A A F )R,1 L I TIOX) Date: If Of.1 'Irt's CitY or Town of: TO I/le hI.N f?eL'I( "ire V. 1.1v this application the u ildei-s ig,liedgives liotice ot'llis or her Intel tion the electrical work described belovy. Location(street& Number) A0 Ad - Owner or Tenant6m' Telephone %017Ui4a� - - I 1 051– Owner's Address &,Li "een(aAc Aa- Is this permit in conjunction w'th a buildi c r in Ii . Yes 2--,--No El (Check Appropriate Box) Purpose of Building Pie k.) C a Utility Authorization No. Existing Service_ Amps Volts Overhead El UndgrdE1 No.of Meters New Service Ird Amps 19d /--?d' .Volts OverheadE] Undgrd � No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: ollipletioll o/I/it '/;)//mt im" able inal, lie„ah t d/w 11ye Iris)c,for o/*Wil-, of No.of Recessed Luminaires No. No.of Ceil.-Susp.(Paddle) Fans TransTotal KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminairesswimming Pool Above [I In- ❑ No.oi-Emergency ig ing gi-nd. grilid. _Batter v Units No.of Receptacle Outlets 40 No.of Oil Burners 11FIREALARMS No.ofZones No of Detection and No.of Switches No.of Gas Burners In Devices No.of Ranges No.of Air Cond. 3 Tons 1i No.of Alerting Devices Total No. of Waste DisHeat Pump Number Tons I.NW11.1- No.of Self-Contained p osers Totals:I I IDetection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local Municipal Other Connection ❑ Heating Appliances KW Security S No.of Dryers No.of Systems:* or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters _Signs Ballasts No.of Devices or Equivalent No. "ydromassage Bathtubs No.of Motors Total HP Felecommunications Wiring: No.of Devices or Equivalent OTHER: 01,tis IV,111111(ih.l diChO/Al-101,1.; H"? Estimated Valuc of Electrical Work: (Alien i-quired by 1111.11liCipUl P011cv.) \k ork to Stant: Inspections to be i-cciLlested in accordance with \l EC Rule 10, and upon C0111pluti011. INSURANCE COVERAGE: Unless waived by the owner. no pci-mit for the pci-l'orniancc of electrical work may i--SLIC tlllk:� the licensee provides proof of liability illSkil-alICC inClUdill""C011iplvitcd Opffal[1011CoVCl_aY1C or its substantial CLItikillcilt. Vlw certifies that such co%el-a";c i:, in kwcc, ;l1ld has U�Jlihitcd proof of sante to the permit office. I I FCK ON E: INS1 ()IllvlR 1:] lspe r the 11111 41 pe.qp irk!)/'perjury, ,hat the n it I flealion i,% trr'se alut co snplefe. FIRM NAINIE: LlC. N0..Z4 t�lf 3 Licensee: 1A z_1A1A16ee--_. ji,1411,01114 L I C. `J0.:_ Rus. TO No o Address: RIC Aft. Tel.e. o -- (A J 11' ':SCCLII-ity System Contractor Licctisc rccil-Iii-Ld for this work; if applicabIL/entcr the liCCIISC number here: ONVNER'S INSURANCE YNAIVER: I ani aware that the LIC01SU d0t'.V 170/ /?dl'Ctlle liability il]SLH-afte clovlel'a!_e icquired by law. By Ill)`SI'"nature below, I licn.:17y waive this i-quil-LiMilt. 1 ;1111 the(check one)[] ownur—El ,igen Owner/Agent :;i-nature PF'R-V11T FF,F,- i A 'd �td�,aorM, as a �cNu s CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 466 (12-20-05) Date: June 20, 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 541 Waverly Rd Bldg #5 — 25 Marengo Rd MAY BE OCCUPIED AS One single family unit in a two family Bldg IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Highview LLC 46 Forest St Haverhill MA 01830 Building Inspector ,.10 R TH Town of . Andover o A dover, Mass., �Z• Zo•,0a COCHICHEwICK 7 RATED PPS 5 BOARD OF HEALTH PER T Food/Kitchen Septic System BUILDING INS THISCERTIFIES THAT...... .... ......... ............................................. ............................................................................ Foundation to f A has permission to erect..................... buildings on ...... ................. g /r. to be occupied as.......... Chimney ........... .. ..... .... .......... .... .. . .. ............................................................................. provided that the person accepti this permit s in every respect conform to the terms of the application on file in Final this office, and to the provision of the Codes a By-Laws relating to the Inspection, Alteration and Construction ofo Buildings in the Town of North Andover. , , PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. `� ou •2 Yl3�o `c ~ PERMIT E XPMES IN 6 MONTHS UNLESS CONSTRUCTIO TARTS ELECTRICAL INSPE R Rough G /1 D' B DING INSPECTOR final ©� lL 1'e Occupancy Permit Required to Occupy Building fl-L GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove ►na G10,�°` No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE11 Smoke Det. `.., l74 Ve-A2k_ cert FrtA1,9c� /�I I L =`"i-. Commonwealth of Massachusetts .11111 No Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK .\I I .%k i I-k to 11 1,c c i*I't)I-i 11 e ti in i;I k:C()1-1,1�III C e(�i I 11 [I I e\I:1-s i I C I I LI�,C I t S 11 C C t 1,'1 C,I I lode 1,),1 7 1 R 121 l .110 j'j,P-'.ISE PRL\T1,\ 1AK0RTFP I VEOR1 L I T10Y,, Date: -0 & Citi, or Town of: W6 TO I/?( In.spec,1nr of 11,71-L's.. By this :Ippl ilation the undersigned dives not I�cj of his 01,IICI' III k-11tioll to III the viecti-Ical work described hclo%�. Location (Street& Number) 2z Owner or Tenant ,4 Telephone Owner's Address - r—) Is this permit in conjuncflVon � ith a bu No ❑ (Check Appropriate Box) rig perrit? Yes Purpose of Building el Lfility Authorization No. Existing Service_ Amps Volts Overhead E] Undgrd E] No. of Meters New Service IeV Amps 1,-,'�Y2 QZlol Volts OverheadE] Undgrd � No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Cwl"pletifol o/1/it .,f,lbm bl..."/o/du III(It be Ilan'd III!the hisp(Ct"),0/ No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans No.of Tolal -k 1� Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No. of Luminaires Swimming Pool 'kbove In No.ol'Emergency Lighting ;"end. ❑ 113attcry Units O No.of Receptacle OutletsNo. of Oil Burners ItFIREALARMS o. of Zones 40 No.of Switches No. of Gas Burners "No.of Detection and 3D 11 Initiating Devices Total 1! !No.of Alerting Devices No.of Ranges 4g--f No.of Air Cond. Tons No. of Waste Disposers Heat Pump I Number I Tons I.KW i No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local 1110111p'tl [I Other Connection No.of Dryers Heating Appliances KW FScuelt Systems:* I i 6s No. of Water No.of No.of No.o Devices or Equivalent KW' Ballasts Data Wiring: Heaters --Signs No.of Devices or Equivalent No. Hydromassage Bathtubs No,of Motors Total Hp Telecommunications Wiring: No.of Devices or EquiNalent IOTHER: F:.timated V.iluc of Electrical Work: (\-k hen required b\ municipal polis}.) ork to Start: Inspections to be R:L]LICsted In iccurdance with %IEC RUIC 10, and LIP011 COMPI0011. INSLRANCE COV ERACE: ( mess waived I)\ the ownvr, no permit lot-the perl'Unnancc ot'clectrical �\ork ma} i,lsue mdc< the liCUISCL 11'0IdeS 111'001"O1"lia&IlitN ill'411-MIU: illCILI(IiIII-I -.0IllrIVtCLI 0IM-Mian"CM Cl'aWT 01* IIS St&!;UflltiLll L(Ioiv ACIlt. HIL' CM, I" 'I: ill I'(:ITC,;III,.I ll:v, L.. hib,ted proof(1 : W, 01C I'CHIlit i.'!:.1.1111" 0111CV. I It.'(-K ()\NI`: IV),l Ef I fl"If file A ict II s cc: ;UA1 .1C. 1'i).. _ i' r:r;li.', %i.• ! r 0 ILI' ..-C/,/./ V Wdress: Sus. T \It. TellO 'SecurityMi Conctor Ucctv,c vurk� il'�ippficablc,C11 th,—IILLII"c—number IILIV O\k NER'S INSURANCE 'YNAIVER: I ;in that the nc/bavc the liabilit\ in,;ur;ulcQ C—11kI 11LIM icquired b\ law. B�'111) ';i2Il,1tUrL bcic)�N, I IICI"-I'y tlli'.I-CCILIiR;IlkIlt. 1 :1111 tileL ( IICcone)o 0 owner I - O\N Ild, HU,C I I Owner,'Agent Z� _ � 1 � JAN-19-2006 1356 PAUL DAV I ES ASSOCIATES 978 654 5135 P.01/01 ;.. :E: . .,;kk...::.: ,: -:::,., .,.: ..• ....�._.._-,... •„r.•.._.`.cis?s,..:s;:>�:'•4 ,'�^7 _...�_... .,. .. __ . . .. .... _ I Pau!Davies Assoc.,Archilects January 19, 2006 Mr. Gerald Brown, Building Commissioner North Andover Building Dept. 400 Osgood St. North Andover, MA 01845 Re: Building Numbered 2 Waverly Oaks Condominiums Waverly Road- North oadNorth Andover, MA Dear Mr. Brown; A site inspection was conducted on January 18 , 2006 to review the excavation for the above referenced building. We also reviewed the testing report for field density as prepared UTS of Massachusetts, We therefore conclude that this site is generally suitable for the installation of the footing system for the above referenced buildings. Ve ulyyours; a. Paul L Davies,AIA •'° -� i- _. MA Reg. 3280 ' WEST o'er °`t9p Wit; t IN tl;Uri Fi?S P.,..ore St t tnR d l nuroll AAA n 1 R.57 979.4.59--21,5,4 TOTAL P.01 i R � 'S�CWFt� CERTIFICATE OF USE & OCCUPANCY FOWN OF N0fkf1fANl)0V�:It Building Permit Number 466 (12-20-05) Date: June 20, 2006 THIS CERTIFIES THAT THE BUILDING LOCATED ON 541 Waverly Rd Bldg #5 — 25 Marengo Rd MAY BE OCCUPIED AS One single family unit in a two family Bldg IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Hillview LLC 46 Forest St _ Haverhill MA 01830 Building Inspector �pRTH Town of And -- /a.. 20-4 fi - o - dower, Mass. * •" -- coC NIC ME WICK - f Df*'ATED PPR �5 S BOARD OF HEALTH j Food/Kitchen PER \\f�t� Septic System BUILDQIG INS THISCERTIFIES THAT...... .... .......... .................................................... ................................................................... �„ """"' Foundation f• 4C3 !w has permission to erect..................... buildings on ... .. ..................................... u h = -_ • ..... ;fie i ! , to be occupied as......... Chimney '' provided that the person accepts this permit s In every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes a 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. ou ..25 yl3�o c t ¢. PERMU EXPIRES I1 6 MONTHS 7 UNLESS CONSTRUCTIO TA:TSB DING INSPECTOR ELECTRICAL IlVSPE R Rough $' `— tna7 Occupancy Permit Required to OCupy Building -� GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rn gh No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner AO Street No. }, i SEE REVERSE SIDE Smoke Det. i 5'4 Y Location No. �- � UDate NORTq TOWN OF NORTH ANDOVER Certificate of Occupancy $ CMust` Building/Frame Permit Fee $ 'yoo3 i ter) Foundation Permit Fee $ Other Permit Fee $ TOTAL $ � ' Check # 18886 "Building Inspector 'i TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING , UILDING PERMIT NUMBER: DATE ISSUED• _/� �V SIGNATURE: Building Commissioner/Iripector of Buildings Date SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Ling District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R red Provided 1.7 Water Supply M.G.L.C.40. 54) I.S. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORMEDAGENT Historic District: Yes No M 2.1 Owner of Record (glTvit✓c, L L� j� �? �X 6Namea Address for Service 2!;; nature Telephone 2.2 Owner of Record: Name Print Address for Service: M Signature Tele hone SEC14ON 3-CONSTRUCTION SERVICES 3.1 LicensedConstruction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: n !, License Number 1ft Addr c� �T d v _ Expi tion Da ignature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number r Address II Expiration Date ^ Signature Telephone Y/ 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. t Signed affidavit Attached Yes.......❑ No.......❑ SECTION 5 Descirjp1ion of Proposed Work check all applicable) New Construction/K,.. ! Existit gsBuilding#0 Repair(s) 0 Alterations(s) 0, Addition ❑ Accessory Bldg. 0 Demolition '0 ' Other 0 Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICUL USS phliy ' Completed by pennit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of L C� 6 Construction 3 PlumbinE Building Permit fee(a)X (b) 4 Mechanical HVAC �j 5 Fire Protection / 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN _T_ OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, 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. Si ature of Owner Date SECTION 7b OWNER/AUTIIORIZED AGENT DECLARATION ,as Owner/Authorized Agent of subject g J t property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and of Print S a e Date MM I VASENffi7�SLAB SIZEOR MTBE 1 2 V 3RD SPAN DM ENSIONS OF SILLS DFAENSIONS OF POSTS DRaNSIONS OF GIRDERS F - HEIGHT OF FOUNDATION THICKNESS /O SIZE OF FOOTING X /9 MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND U IS BUILDING CONNECTED TO NATURAL GAS LINE NORTH Town of 4Andover No. o LA - dover, Mass., /. ,,- �a I� COCHICHEWICK 7d ADRATED PPS` �C-1 S BOARD OF HEALTH Food/Kitchen PER T D Septic System • ' ' BUILDING INSPECTOR THIS CERTIFIES THAT...... .... ......... .� g............................. ...................................................................... Foundation has permission to erect..................... ... 1� �3..� ugh ............... buildings ............. ............ ............. t; to be occupied as..........�........ • ! Chimney .. . .. ............................................................................. provided that the person accepti this permit s in every respect conform to the terms of the application on file in Final this office, and to the provision of the Codes a 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 f Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO TARTS Rough ........ Service .. . ... ..... .... ....... ....... ...... B DING 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. IFSEE REVERSE SIDE Smoke Det. FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve ' the applicant and/or landowner from compliance with any applicable or requirements. ******************APPLICANT FILLS OUT THIS SECTION****A************"**** APPLICANTI /d 6� & V�Ft �` � PHONE LOCATION: Assesssoes Map Number / PARCEL SUBDIVISION 11(08 U G �� `S LOT (S) � f STREET �" ' ' � � I ST. NUMBER OFFICIAL USE ONL S OF TO GENTS: C NSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS Z`1z—6 f5 DRIVEW�YY PERMIT FIRE DEPARTMENT X_?X, 7;ECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm Permit Number REScheck Compliance Certificate . Checked By/Date + q 2000 IECC REScheck So$ware Version 3.6 Release 2 Data filename: Untitled.rck PROJECT,TITLE: Waverly Oaks CITY: Haverhill STATE: Massachusetts HDD:,6413 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.09 DATE: 09/29/05 DATE OF PLANS: 9/29/059/28/05 PROJECT DESCRIPTION: t ' Unit#'s521,523,525,527,529,531,533„535,537,539,541 >DESIGNER/CONTRACTOR: Highview LLC Russell F Ahem PO BOX 160 Merrimac Ma. 01860 PROJECT NOTES: 30 X 22 €botprint COMPLIANCE: Passes Maximum UA= 320 Your Home UA= 298 6.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value -Factor Ceiling 1: Flat Ceiling or Scissor Truss 628 30.0 0.0 22 Wall 1: Wood Frame, 16'.' o.c. 2402 13.0 0.0 176 Window 1: Vinyl Frame:Double Pane,with Low-E 179 .0.340 61 Door l: Solid 41 0.270 11 Door 2: Glass 30 0.350 11 Floor 1: All-Wood Joist/T russ:Over Unconditioned Space 364 19.0 0.0 17 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to The Commonwealth of Massachusetts: - Department of Industrial Accidents Office of Investigations 600 Washington Street !i.iit i Boston, MA 02111 V.z www.mass.g ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Legibly Name (Business/Organization/Individual): "- Address: /C .� / /lI aN6J- y' p. TF rvks v� /� Cit /State/Zi � � Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.ElT I am a employer with 4. am a general contractor and l 6.53:14ew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner _ listed on the attached sheet. + ? Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I I.[] Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.0 Other *Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. /am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a tine up to$1,500.00 and/or one-year impr' ent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day again�tthhev* or. B advised that a copy of this.statement maybe forwarded to the Office of Investig he DIA foc rage verification. /do lrerehy rjy u er s rd d ' . of rjury that the information provided above is true and correct. Si natur • Date: v2 045- Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: �. Vit, .. ���� � • /4 C C6 OU T f K Poop, 3000 G l., V a txf* -�RCro� ,, 10 )Sr PUMP TANK ! \'�. F l t i' \• T; •i+ i AftfA 44 � " . .;;• � ,�•era' .y,r, i�1 � \ `,. '.� \IM1l,INAf10N �.�-�••__,..�.�..�:•--�5�'•—_�"� U 4�,�:1; S�Yw � 1 t41 S'W N135 - � .Z •1.14 D»p4A443S� O 6 5, p 0 b 3 , 3• J 1 ''" � f,: k r�6 ]� 'l 5 .T,4...Ma.taY`• t'���'.L �'''` ,t-.. �^" '. UV ) 11 PLAN 1 " = 40' 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: is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. ' Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: (Loc tion of Facilit Signature of Perm(t Applicant Fire Department Sign off: Dumpster Permit Dat September 28, 2005 As the General Contractor we have on file in our office copies of Sub-Contractors' Worker's Compensation Insurance Certificates. Below is a list of said Sub- Contractors. Senter Brothers J & S Connor Electric Thompson Landscaping J n R Gutters Diamond Paving Jones Boys Insulation Advantage Fire Hastings Floor Coverings R.S.S Construction New England Concrete Eastern Garage Andover Consultants Crack of Dawn Merrimack Engineering South East Construction Napolitano Marble &Granite J &J Heating and Air Conditioning New Place Carpentry Viewpoint Construction T & D Vinyl Maclellan Concrete BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 029340 Birthdate: 02/27/1960 I Expires: 02/27/2006 Tr. no: 18394 Restricted: 00 RUSSELL F AHERN 73 W SHORE RD MERRIMAC, MA 01860f" Acting*CiFmissJoner MASSACHUSETTS NUMBER360 DRIVER'S LICENSE 031545 DATE OF BIRTH CLASS REST HEIGHT SEX 02-27-1960 D B 5-10 M EXPIRES 02-27-2007 , , AHERN RUSSELL F r 73 WEST SHORE RD MERRIMAC,MAL o2ni•lei tl. 01860.1221 n- L g4'_3ur 1 P_3vr lx` 22'-1x,' File no. .gxa• G-25W 1'_2„ 4.9", _ &_c7vv . 22-a' 5trtra to Grede/Mea Wxr=BVM1' a. f0' g•-3v+• atAm iraad=9/a• a a_ � o � Ls+ D p O DELKTTDECK 3 ty ak N LO TY ROOM O U LO MECHANICAL I ° ° EQUIPMENT 7V ROOM 1 MECHANICAL � I UND U EQUIPMENT 1 m y o 3'•D" co ,1 lilivw wncuwee-e• r l iq Q BI-wu wnu,nne6'-e• r DINING AREA _____ ..O DINING AREA I I j D KITCHEN 5 . rIITCHEN a> - q/_0„ 2_9va• 3, 1rd• L-- § 3,_ " 3'-3" ,_41rr' L N ta- °' 0._5vB• Q U) v 2- 4'Stap - 4'stay ® C . s/as• B/at6'--5 4'_0• � COAT5 OATS . _ Com Core N N . Garage a Meeh EgW�p 1,.w to bo 5/B• 6emge 6 A/cdr Fay�r CdMBto be 6/B" k, O Fhe Rated Gyp BBdd 1•n9° Fbe RntW Gyp Bd nn l^xs" a 'YID 36•V,Nry }Im 36"VeniryTr ? I JJ__I 12/4' Stropphg 016"O.C.Maolate S, I I Q,�• Strapping 016`O.G Meda[e "a va N Idd, I-7 FloortUrg C.Nryw/6'U.N,ed Flow/CWB Cm'y w/r, 3 - R - .. eIB Rbargl,e,B.efe(RIS) -it�j I I -B. FWegiWoe B,tte(R19) _ _ CO ------------------- — lhrcaham ra Thrcahow T13 a —to ------------------- o (ss Rellhk3h 42•Mlgh E o giryatem RdWg.yatam 0 co 'S — Zip sy GARAGE GARAGE woegP o 0 B (AW N..ing)HO (-)2 m 56(AW HMV) 5W(AW N.01g)High = � Wagw/WdCap wagw/Wom . Gp LIVING AREA wdl lwooA4p LIVING AREA Y o Q LL ENTRY -v 0 v 50 CC= a m silocn 5 teoa Dk sae Dock o Q Z oNlaaarwtElaatoaaropenar oNPo«w/eWatonaroper,a 'a � OIS ) mbbR ag 2 m C ECIS � rparcd Cakawl wi - cap7,_ �. ,,�,. 7,_3e ''tx4' 4'-a' W-10" 4'-10w 4,_0,. ,0" 4,_0„ ,-10„ t - 4•_txa• .-0„ -Ova T- 7W 4'-Q" 4' 7-0" 7-0" va• _ 2._ne• 2,- •p^ g�-7xa' 74'_xa• 8,_0.. 74,_0,, g._xa• xa• " O t4'-0" - LOWER LEVEL FLOOR PLAN FIRST FLOOR PLAN sa.k va•<ro IL - stew va"�ro 5/8"AM Rated . Exterior 5WIng(5ee Elevations) Gypsum Board 112"CDX Plywood Sheathing Exterior Siding(5te Elevations) Rimed&F.I tted(2 Coats) Hou5ewrap("ryvele'or equal) 2"x 4'Studs 016"O.C. 1/2"COX Pprwaod Sheathing NOTESGENERAL _ U 1 6"Studs Housswra ®16"O.C. - PC Ty'�le°r equal ft d.2"x4' ud. 2"x4"SWds 2"x 4"5W d. ®16"O.C. 016"O.C. - co1. Ponotemkdrowb+gs C 2 EleeGiuE MuJmnWel and Flro Rorrctfortle)hputo aro robe p,oAded bythe La,rcmetor "==Son Bd w/.)t5 CD 16"O.C- rcspone2le for the work Altnnh to ba dote InaccoManu Mehthe M,swahuxtie Smte •� 3"Thermaflber Sound Attenuation amldMB coca and eg other appikabk coda% O. TapBd&58rlded.P[1me7 5. TheArohheeEaheUnotrrmkoan,Itelnspeeuonstocbackthequegryorquenirydthewoh �+ U &paint(2 Coats) 1/2"Gypsum Bd W/Jt6 —518"Fire Rated Gypsum Bd Fine Blanket 1/2"fiypsum BA W/Jt Tho Mtmtectalunnothare anrnrol orcharee ofamana¢rocba rceponaroleforaonawauon Taped&sanded.Prime w/As Taped&Sanded,Prime TApM&sanded.Prime manna nechoda reehdguaa eaguanceaor provluroa or foranfetypreeauuona,w 6 Mil FbLveftlener Vapor Barter P� pngromalnwnrleeGanMththe wort.dare thcaa.ro aakytheCornrectoro roapandbglry, (� t &Paltlt(2 Coats) &Palm(2 Coats) &Paint(2 Coats),Use The nromteaeaMnnot n..a rontrol war orcnarBe agv�oromisdana dtfle wrerecwr, i 51/2"Unlaced Flberglass 6 MR Polyethylene Vapor Barrier Water Re6istent Gypsum sub-wnonccoro,orshetreBenre oremplepaa e,deiy.11-persons Fnf..MB Batt Insulation(RO) 3 5/8"Unraced FWa lass 3 5/8"Unfazed Rbergla.a f Resilient Channels Bd In Re6t Rm.&Other pmuoro dcho work + LIS re Batt Insulation R75 Wet Area. 4+ Coctar aheil notify MA ArcfiltectMwANngdArxrepaMes founAan rite dravMBe N Bate Insulation(R75) ( ) ®24"O.C. 6. Allwak pe'Pdo nW uMer arum—r—a-wlthth—d—tne-w ba h stdct C ;,Ue MM the laces[0.5.HA safety endheelth areMeMa B. Wpeetlona dthe Conditions:Tha lnatellerd each wmponent e1u01rlapeet the aubatrnca andwnAiNona utMcr which woh is pedormed.Ponot proceed urnAt unannafactory EL •U eaMlnons hwe been eorracuA >_ N 7. M,nuhc .1—a.Compy Mih MenufaRurcrs MSWctlons anAa;cammeMatfons: O N WALL TYPE A tothaa„toncth,tthy..maroauMgcn V nV.agu, rtehtheCancra[[oaaamanta. O WALL TYPE B' WALL TYPE C e. hap tn. nal mmad�t bapanmry yaw.gahpa whauxauan.Ra aemm,g d O WALL TYPE D WALL TYPE E .nodal wo oma LL ca 1 Hour Fire Rating Bated on 9. ProMcnttachma2 andwnnecnandaNceserMmethoda necesea fob ecad ch 1 hour Fire Rating based on T Interior Wall ry ng C° •O Ig cm,Qcrvcebn clamor[.Searoeech canspuctbn eWmentuuevlMeaM lea alb fA U.L Des n U305 WALL TYPES UL De.u327 Unle6a Otherwise Noted for eapamWn.M b"gy g rtw em na p . 50 5T Rating ba.ed on to. Naval betf u:P,ovlAe foranworm)mne Mocha lna,poeMwork Anar,geJoMcamobtaM U. •> BBN-760903 the aateNeaa (1) � lt. Recheck meesurenwntnaM dWwnaWna bePoro atatGnB hst.11anon 12 incl each—ponam'.durhBwnarhacoMkbna chop Jcct atawe that w4l enaarothe Wecroadra.IaoM[e each part from hwmp,mbla mnteMlas rxeesaryto — prcrcatAatce—Wa 06 13. CooMim[ecampomryanclosurca Mth Mapeenons nrd[cora to rNninlre vneaverinB plmW trucGen for that purpwe. L Q 14 Moumang HelgM.a:Whcm...rk:helghY am roClMleated.Mssdl compancrRe at a_. atendaMm htaforihe.ppbc v Indleaced. 15. cl—I.g,nd Roteeuon:OIxMg h.MXnB ad Ms W.Uoa clean andconstructlort a) h progreeseM ndjddng materinle In p,...Appb Promeerve wanng�a u�f,ero aqulred L - Wcnsure proteca from dam,geo de[eHaratlon et BubatanN,Icompletlen LbaneM r� mahcnh c�pWtad conatruccbn as dvn ae nrseasery throughthe ronatr tion perbi AdJuatand 6 to operetta cpoemrapanenra to amuro operabulry Mnwutmmaging effeeea. LlMempWtc�AOMprogrueleeubjecitohannivlordelcceMueaaponanrc�.L0n0in'�0° -sheet no I� f 6-2514' m n z y 4 v a 0 79 R n D z --� a Tia" I a 9 � Rld oOaa � g ° R I� - m n Q 6-2W m Ts' ° �Ib 0 13 IS I� i i Z L_ �----- —---- J k o X r- --------- ------------------ --- ----------- -- - —--- -- - ------ -------------------- - - ------------------------- 4 a R J IT III � jJ jJ HERR ER{ JJ s � 8t I— t J JJ It FJ -JT' j --� N R 1 ory sheet title project name Scale drawn by. WAVERLY OAKS CONDOMINIUM as noted pp NCD Second Floor Plan+Building Section North Andover,Massachusetts checked by date co Prepared For:Highview,LLC August 3,2005 PLD q a' 0 paul I davies&associates,architects,inc 635 rogers street,unit 4,lowell,ma 01852 . (978)459 2154 t I I q, 26,_M 8.2�+ gtyvs• p'.p'• I N rn Z O y O 70 y r QIN ' z r--, z-B" t o ` a i v 61 zi" N O 6 B' i ll 41 N co q �� � • m 4 � row L J c .P W Q § i i Q ml� � 6 B. 5 m ol s bld, Q � I1x ro q ' 10121!f t I i G � la I C _ ________-- ._______-_-J `II m I I M z ix — -- — -- -- — -- —I r- --------------------- -------------- ------ ------------------------ J F N IF 4 0 Q R J J — 'J J � rrJJJ r J E �� gs J J R J J rJ ikk m I m — - - - — §^ A i sheet title project name Scale as noted drawn by WAVERLY OAKS CONDOMINIUM PD Second Floor Pian+Building Section North Andover,Massachusetts date checked by m rn ;g Prepared For:Highview,LLC August 3,2005 PLD 7 0 0 paui I davies&associates,architects,inc 635 rogers street,unit 4,lowell,ma 01852 (978)459 2154 I I I i I I i I I r� oil Mrt-- p70 o i i O I ® rT---- I I i t j I I I I I I I I I II I ® N� I I t r-I---- i i ® IL I - - ® I I I � I I i3 a I I N I I I I j j I I I I I I I I- I Is I I I I is 1 I ® ®® I I I I � {� I I L--- S I I L - I 1 I I i I I I I I I I I I I I I I I IWILL I I I I I I LJ ail I I I I I I I I I I ® 1 I I I I I I I I I I I I I I I I I R' S _ I i ' I r--- E� I 1 §I I I m l I I I � II mil oii 11 Z I I a I I I I I I I I I I I I i I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I 1 I 1 1 I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I L_--- I_L____ LJ I I LJ sheet title project name Scale as noted drawn by WAVERLY OAKS CONDOMINIUM PD W Building Elevations North Andover,Massachusetts date August a,Zoos checked by m rn Prepared For:Highview,LLC PLD o A o paul I davies&associates,architects;inc 635 rogers street,unit 4,lowell,ma 01852 (978)459 2154 T See Elevations Sec Elevations Sec Elevations 1rn >-< s z >-< g �.21< S� R R 0 a C See Elevations See Elevations See Elevations Hre � NN ar � 9m �J z.. R N Q Q R R I I ' I sheet title project name Scale drawn by v, WAVERLY OAKS CONDOMINIUM as noted PD Wall Sections North Andover Massachusetts T date qu ust 3,Zoos checked by iD 0) Prepared For,Highview,LLC 9 PLD :3 0 0 paui I.davies&associates,architects,inc 635 rogers street,unit 4,lowell,ma 01852 (978)459 2154 • 2764 44'-312' 1/2""Anchor Delta- File no. i 12"from each Comer CONCRETE NOTES: 2'-4" T -D�'+• '-4• T-9° 2'-P�+, &6'-0"O.C.(Mtn 21Run) i. unless e othermembers. isall footings shall be centered un 2. All foundation walls Shall be braced during operations of backfilling and compaction.Bracing shall be left In posit) p OJ 12'aGmo Pim until permanent restraints have been Installed. d d 23/ Basement Slab- 3. Allfootingoshallbecarrleddowntoundisturba materh . Geroge Slab- See Plano having a minimum bearing capacity of 4000 pounds .Q See Plans per square Inch. T _—_____ _ — Approx Fin G. 00 4. No footing shall be placed in water or on frownground. a N LO ---- 5. In general,exterfor construction shall be carried down a 3 U r b z'-6•wua.p.d' c=rcenmaorr ncweU minimum of feet below finished grads. e` Imran VT die Arsov Bake 12frmn Fro-TR A rox Fln Gr.--_ 6. All concrete work Shall conform to the latest A.C.I. -a U e.a�emnerane 9•-0'( oL rde ro•Fen-r — - 6 Mil Polyethylene Codes 301&318. L0 ofzperressive et"ret T_gam_ ----- --------- --- --- _ -- -- -- --- -- - -1 p Barrier Z of 3000 sp fat 28dt;ysAll concrete shell attain aPortlandeememinimum nt shall conform pp ---- Vapor..'. .:•. - .: I r A5TM C150.Aggreeata shall conform to ASTM C33.m m . ... 2..RI fd Perimeter cwt o) ---------• ---- ,• I - g Read mix c ncrete Shall conform to A5TM C 94. ta' 1-0 ' r- -- ---- _ -- — - --- - ---- ---- ---- I I E - Insulation o c ci i 'r, I 2-2'x6'SN Over Cort I I b 8. All slobs on ground shall be placed onaminimum of l2" I I sN lesaL SN Adp u 3>n. bus overs lm eoparlyurc I :_ I D Y 10" T' $ 7' tO' 7' layer of 95%compacted gravel and placed In panels not m I I Caw to be P.t Over SN rBarder over l2"aPGom cud 95Z Grawt I I I V0°unnn"TYF ryp eaeune.rc smb Pa ( I I I exceseing1200 square feet. m I I 1 I 9.Foundation wall construction joints shall be keyed and Q ' 10'- 12'-0" _ 19-01, Undisturbed Sell Undisturbed Soil spaced at 60'-0"maximum on cantor or at midspan. g) cis 2'"O" Keyway _ � '• 1 m � Y � � � I : I _4 KLYwaY FOUNDATION WALL SECTION FOUNDATION WALL SECTION I b Feaaofom sub b F.IeaofOmppwsub 1 0 GARAGE DOOR 5cale:l/2"=1'-0" i - I -2u+• PP`d _2w. ._2v+• _ j Section Thru Entrance Door 4•Conerbb over I 1 155amL N 00 o I i H]YDa Sucl tP'.fGmpacud(95z)Growl rr of comp�e d(s5x7Gm el j Seale:l/2"=T-0" 1 I 00 �.y�ym� TPGamaealab Tp Garn9r.Slab i Z N 0 N ; shown I I O U co -� F- F- f- -� I ..` 1 4"x4"Pos .f. L I I -� 1 0 :1 E I I I I I I I 1 I �i mr:ear0edr O _ _ --_Y �_-------1= -i--- - ----- L- CB Column Banc b,/ Of>S3 _ to Simpson or Z Approx Fin Gr rnP Eq O 1 "0'2. 5hom, NN 12"s Cone pier QO 'C N I j i c O C al I �. I OropTopdFdn I OropTapa]Fen B•Bebw FL 9leb i H° ebw Fl.Slab r j Q jLLI W.,Il a)Undisturbed 5011 �O -__ ---�_-• ____ _______-' 1 t'4 I I I I jj >Li z E2. OropTofFdn PIER DETAIL CD 5.5= N ip Where sheen I H•Belmvft slab I I _�, I jn Fl_51W I Seale:l/2"=P-0" O asE Ln CCD M r ---- a eoar sub aver b AD 12!ofCompacud(95%)Growl 0 4-3� 1-tOv+' 1 10u+ 4 312' 1 t0tl4e 11'„4514• y_6a ._3a 2._1Oya• 8' n r_y.- '-3' S,_6w p_3w ._g. 8,�. _9. ._a„ 14,.1 +• 8'-a' /4-0" FOUNDATION PLAN - 5ea�v+•=to za U C y to U ur u Q co c to Cis C U � N ft! � ca O to U N (>S 7 N N a m m L N sheet no 4x4 Pr Poet ryp 2764 . 22'xa•Pr � ` - 2x Pr I6• 1015TNANf•RS . File no. at •x 6' Deet a -T •� oLU fiche , � rfiq L rx Pr RESIDENTIAL INSULATION 5LHEDULE Walls,Floors 8 Ceilings - d (L a Walls: z"x 4: 3Vz"Unfaced Fiberglass Batts R15 ,Q 1P laar w• -r u >e otra 117. r bte I6• c-r orad 2"x 6": 51n"Unfaced Fiberglass Batts P21 �` W cr 3LbflrG 6IRWMi3arement/Floor 'n 51n"Unfaced Rberglaer Batts R21 r a) C�[ Celling/Attic - 0) 1211 Unfaced Fiberglass Batts R38 v LO Cathedral Celling 8V4'Unfaced Fiberglass Batt, R-30C - M CID 0 A 6 Mil Polyethylene Vapor Barrfer shall be Installed on the winter o to 9?� warm side of walls,callings and floors enclosing a conditioned Space.All joints,holes,lmperfections and penetrations of the vapor barrier shalt be taped tightwith vapor barrier tape recommended by the vapor barrier manufacturer Q H WOOD FRAMING NOTES: 2' IO• IB/ z9 Bme Y W' tmfreMngfumDrsehail baS-P-F Nat orequalwMtha folloMng ollambk aGese veNea N ,O Fb=1,100 psi(rcpetetiva bandkg) E=IAZO.00O pal(modulusoFel-V-1h _ 2 Mamdaewd lumber 545 aMgrMe seemprd.to eompbvAG1 PSeMappikebfegradDg niks of Inzpeetfanaeuldes uRlflrd b/AlSCe bonnlaE rodew.tiovide aeasonrd IumbcrvA[h19 pmeelrc molsWrorninent of the tlme of dressing ro Adpsrcpmm d Nueaba Saam rim,".q=1 tth thafogaimalWble rce vWz r Fb a 1.800 I bendln 32'z1P 32'ziP Pe(rcpetenve g) ac EV S.Proddo ono row oF1'k8•Croes bddeing orequal Porovery e'spanoffolsta (A1 LD OD 4.Mlcrollam®members�hellhave DWesWai appcaranu grede unless noted In the drewingeeMwnPormtothe Poliod� _ Z T' Fro=2600 psi U) O E=2,6Oo000Pef M 9 (IS Fv=755 psi Y o P W6 emT 5 Y m W an-T S.All pb mod shall be oRador Breda(artodoreluro}All pbm dehall be APA rated.Use U4•IMderteymurcud..0 Q C.1 J me neare. 0(IS i 8.F—W,dwbk JolsturWerpartMone pamlW xithfolsie. 1 7.FaetemmeM arohoregea OFetre,type.metarklendflNaheultedso applYa[bn sham.F}oNde meralhergere aM z s 1 fmmNganchamaretraaM type recommmded for LrteMWuse by the menuNctur�Not-dlp6ehenlred tazleroreaM O t arohoreges forwnh exposed to weatherin gmund contact end high rclecNe humWigto comp(ywuh A57M A153. e rn B.BWiding Paper.Aepluk eswmud felq nao-perforeted/5761 D776. 0G 9.AIr lnflltratbn Bertkr.Veporpermeabk,wetcrroafatal2hbdc compo ed ofpobetlDAcro flbere,6.l mils LhkE en L .. Producteubfcettommpllancavdthrcquke+nentapm*deA:Tyvek®LMlkfiberaOcpG,oupa.cea t0.61115ealer Gaekate:Glave FNer resistalve insula[ion fabrkataA lns211pformto uoe as aeAl eeakr./"rominaltNckneas Y d(t_ camprceelblo tol/B2":In roles ot5D ar 100'Inkngth. Q 0 V 'C 2-2z10"Hnder 1 1 11.PFaeervatbe prcxuro ircated Wmbcrend pbtmodwhh watmbame preeervhNeoto wmpbwlth AWPA C2and L9. 0� � 0 1 _______________________--____—� roopeeewab.snd Mth rcqulrcmattelndkaud bdor. 1__----------—--------—-----� 2 6'0 Woodto,A!, ng Lamar[Uem AWPB LP-22 �- •' SECOND FLOOR FRAMING PLAN waadrarnbaegmandue�nwPBLPe T Lunta.nalkra bfocUng.e[rlppNgandelmllarltune mcoMucnonMth rooM9.FLeM11rlg;mpar barrkro.endxaterpmonng rvnL 6. 2x T Leig4 e;ttttper4 bfocking.(uming.eulppNg and ehnllernems lndbect contact Mthmaeanryoc mncrcre. LLL• SCWc ll4'=Y-O• 12 Evcvtba:Irotall mughcerpentry wohto ewnpb wtth N.FPA•ManwtoF Houses Fnmiry.Fcrm F�'0."•APA Dee1gN t�� � Conswctbn GuMa-RmldertGal6Commemlat endthefdlwAng: �0 f:ecommaMaGons otthe engineered wood preducw manufeeWrtr- Qz ` Rerammendaclone otche manWedwrw of ehcathing.undedgmcntaMotherpmducta rotcwsred mthe abova puDlkaUons FIRST FLOOR FRAMING PLAN see mash a.rpermyurcgelrcdla+eleand broawrch memxm pwmbam trueandaut toflt. ` - 5etureb attach cerpamryrmrk to aubatretee andeupporGng mambem uehg festenere oFetre Lhaewlll not penetrate O • FIRST Y-P embers xfiero ap Ito aides wig bo aex�ppoossekto vkwwramNe flnlshmateMla Header.&Tx B^ Insmteil festerom wW splHungwood:fasten panel pmducta m alkm 6lrnepanerannClolnto umcae othercdx Wlwted. i _ __ -- —-- _ Fasten rA6 naCti nnngg mcmberso 'fdbwaLNg with woodblecHng notkaethen 2lnchea thlrk,HnoC blocked by al L[) - ng.mcmbcm � M CamNnatbn SubflooMgUM�edgsment GlueaMmll YofnMng chmughovG _ SheeWng-NaY to fiaMng d) Subfloodng-Gluc andvgsofnMngfhmughwt -� zY 016 T Ak erlMFltreu�Barter.Cover wall shuttgngwlth ak NflmaNanbarder In wmVnnm Mtfi manufaewmis pnlrcrd dlrectbrm Q FlNlSH CARPENTRY . L All maudabaridepervnane shall meettfie regfoul�rcanM¢nteotthe latest Wood-A lrlstttute(AM)..Ann Ftxod Aszode�tlon(APA). B�a�(SPIB)�Amerieen Wand Proserve(eFBureeu(AWPB)sM nepwuon the HaMweod Plywood Manufvcturcro Aeaoclatlon(HPMA) 2 Grading oFlumbrrof thowrbus apecleaahall eoMorm tothe requircmente of ASrM D 7555 aM ASiM D2f5 O C. YA Z. C xz A O U 0.. d E L`a — LL (D o ------ - CC 0 as = m — --- rz' x V r 6'1 ru ols oa - O O — LIL 7 ROOF FRAMING PLAN CEILING J015T FRAMING PLAN °' a sare:va=r-0' - Typical RDDf Framing-Except A5 otherwise NOW � L N Roof Sheathing:1/0 CDX Plywood Ridge Beam:2"x 12" sheet no - - Hip&Yellcy Rafters:1314'x 111/4"Mfcrollam 6 Collar TIe5:2"x G"0 32"OC BOISE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamXFBO3 BC CALC®9.2 Design Report-US 2 spans No cantilevers 10/12 slope Thursday,April 06, 2006 08:04 Build 141 File Name: Jackson Waverly Oaks Bldg.5.BCC Job Name: Waverly Oaks Description: F603 Address: Bldg.5 Units 539-541 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 3 l 05-07-00 12-01-00 B0, 1-3/4" B1,3-1/2" B2, 1-3/4" LL 2545 lbs LL 12300 lbs LL 4913 lbs DL 166 lbs DL 6138 lbs DL 2393 lbs Total of Horizontal Design Spans=17-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 17-08-00 40 psf 10 psf 11-00-00 2 1st fir bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 3 2nd flr Unf.Area Left 00-00-00 17-07-00 30 psf 10 psf 11-00-00 4 2nd fir bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 5 cieling Unf.Area Left 00-00-00 17-07-00 20 psf 10 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18361 ft-lbs 87.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -20351 ft-lbs 97.2% 100% 1 2-Left be verified by anyone who would rely on End Shear -6100 lbs 64.4% 100% 16 2-Right output as evidence of suitability for Cont. Shear 9259 lbs 97.7% 100% 1 2-Left particular application.Output here based on building code-accepted design Uplift Ift 2048 lbs n/a 16 1 Left properties and analysis methods. Total Load Defl. U262(0.553") ) 91.5% 16 2 Installation of BOISE engineered wood Live Load Defl. U385(0.377") 93.6% 16 2 products must be in accordance with Total Neg. Defl. -0.074" 14.8% 16 1 current Installation Guide and applicable Max Defl. 0.553" 44.2% 16 2 building codes.To obtain Installation Guide Span/Depth 15.3 n/a 2 or ask questions,please call (800)232-0788 before installation. Cautions BC CALC®,BC FRAMER®,AJST°, Uplift of 2048 lbs found at span 1 -Left. ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTM^,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum (U240)Total load deflection criteria. VERSA-STRAND-,VERSA-STUD®are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(1.25") Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4-5/8". Minimum bearing length for B2 is 1-7/8". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ 1N of M 1/2 intermediate bearing gssgey Disclaimer. �° HOSSEIN G� The supplier acknowledges that it has requested JSN Associates, Inc ° SALEHKHOU v STRUCTURAL, cn to review a pre-engineered building product identified as above for No.38367 the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.will not engineer,design,manufacture or erect said item and is not s/ responsibtz in any way for defects or deficiencies. Therefore,the supplier waves all claims against JSN Associates,Inc.wising in Q 6 any way from any defects,daficientaes,errors or omissions in the load determination,design,fabrication or creWon of acid item, or Z Note: Adequate design of supporting structure must be prtrllded by others Page 1 of 2 BOISE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALC®9.2 Design Report-US 2 spans I No cantilevers 10/12 slope Thursday,April 06,2006 08:04 Build 141 File Name: Jackson Waverly Oaks Bldg.5.13CC Job Name: Waverly Oaks Description: FB03 Address: Bldg.5 Units 539-541 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram b —d a 0 o c j(k OF Mass e o 0 0 �� HOSSEIN Gs o SALEWHOU v STRUCTURAL. cn No.38357 a minimum=2" c=5-1/2" b minimum=3" d= 12" 9FGfSTEP�C HiQ e minimum=3" /ONALE \� Nailing schedule applies to both sides of the member. / Member has no side loads. 9_�_ U 0 Connectors are:16d Sinker Nails �G. 2of2 Disclaimer: The supplier acknowledges that it has requested JSN Associates,Inc to review a pre-engineered binding product identified as above for the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.wdl not engineer,design,manufacture or erect said Item and is not responsible in afiy way for defects or deficiencies. Therefore,the supplier waves all claims against JSN Associates,Inc.oriaing in any way from any defects,deficiencies,errors or omiastiona in the load determination,design,fabrication or erection of ted item. Note: Adequate design of supporting structure must b2 proWded by others Page 2 of 2 BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALC®9.2 Design Report- US 1 span No cantilevers 10/12 slope Thursday,April 06,2006 08:04 Build 141 File Name: Jackson Waverly Oaks Bldg.5.BCC Job Name: Waverly Oaks Description: F1302 Address: Bldg.5 Units 539-541 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: ----_ � w � � � � r � 1 1 1 r �1� � 1 1 .i � ► i 1 1 1 � 1 i 1 � . _ 08-10-00 _ B0,1-3/4" LL 1590 lbs B1, 1-3/4" DL 439 lbs D 1590 lbs DL 439 lbs Total of Horizontal Design Spans=08-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 08-10-00 40 psf 10 psf 09-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4480 ft-lbs 32.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1632 lbs 25.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U842(0.126") 28.5% 1 1 output as evidence of suitability for Live Load Defl. U1075 (0.099") 33.5% 1 1 particular application.Output here based Max Defl. 0.126" 12.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 11.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum(L/240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum (U360) Live load deflection criteria. or ask questions,please call Design meets arbitrary(1") Maximum load deflection criteria. (800)232-0788 before installation. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for 131 is 1-1/2". ALLJOISTO,BC RIM BOARDTm,BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ BOISE GLULAMT"' SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDTm,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a c •� • SN OF Mgrs o O� 9yG HOSSEIN s a minimum=2" c=5-1/2" o SALEHKHOU Disclaimer: o STRUCTURAL b minimum=3" d= 12" The supplier acknowledges that it has requested JSN Associates,Inc No.38367 Member has no side loads. to review a pre-engineered building product identified as above for 9F�/STEP�� Connectors are:16d Sinker Nails the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.win / not engineer,design, manufacture or erect said item and is not I e,r-oonsihle in any way for defects or deficiencies. Therefore,theGf_ $_ 0 6 supplier waves all claims against JSN Associates,Inc.arising in any way trorn any defects,deficiencies,errors or omissions in the load determination,design,fabrication or erection of staid item, Note: Adequate design of supporting structure must be provided by others Page 1 of 1 M BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 06, 2006 08:04 Build 141 File Name: Jackson Waverly Oaks Bldg.5.BCC Job Name: Waverly Oaks Description: F601 Address: BIdg.5 Units 539-541 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 2 13-04-00 AIL B0, 1-3/4" LL 2567 lbs 131 1-3/4" DL 1284 lbs LL 25lbs lbs DL 1284 lbs Total of Horizontal Design Spans=13-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 13-04-0010 psf 07-00-00 2 roof load Unf.Area Left 00-00-00 13-04-00 35 psf_)l 5 psf 07-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12834 ft-lbs 40.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3237 lbs 27.3% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U571 (0.28") 42.0% 1 1 output as evidence of suitability for Live Load Defl. U856(0.187) 42.0% 1 1 particular application.Output here based Max Defl. 0.28" 28.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum(L/360) Live load deflection criteria. or ask questions,please call Design meets arbitrary(1") Maximum load deflection criteria. (800)232-0788 before installation. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTm, Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARDTM BCI®, Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ BOISE GLULAMTM" SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDTM,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a ° ° L?isclainier: The supplier acknowledges that it has requested JSN Associates, Inc • �—• to review a pre-engineered building product identified as above for e ° ° ° the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.will 1:)t engineer,design, manufacture or erect said item and is not a minimum=2" c=7-7/8" fesronsibie in any way for defects or deficiencies. Therefore,the b minimum=3" d= 12" supplier waves all claims against JSN Associates,Inc.ariiittg in e minimum=3" any way frcrn any defects,deficiencies,errom or ornissl=in the Nailing schedule applies to both sides of the member. load determination,design,fabfication or 6tctlon o7ibR.lJ>' Item. Member has no side loads. Note: Connectors are:16d Sinker Nails Adequate design of supporting structure must b9 pt>OM bylOy1IGM jH OF MASs9cti o SALT. U o STR1 _ .t„;1,L v� No.:;:;-II e Page 1 of 1 Si U '� BOISE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALC®9.2 Design Report-US 2 spans No cantilevers 0/12 slope Thursday,April 06,2006 08:01 Build 141 File Name: Jackson Waverly Oaks Bldg. 1.BCC Job Name: Waverly Oaks Description: FB03 Address: Bldg.1 Units 521-523 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: L. ,. 1 2 i I 41 l 1 l l ! l 05-07-00 Akk 12-01-00 B0, 1-3/4" B1,3-1/2" 132, 11-3/4" LL 2545 lbs LL 12300 lbs LL 4913 lbs DL 166 lbs DL 6138 lbs DL 2393 lbs Total of Horizontal Design Spans=17-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 17-08-00 40 psf 10 psf 11-00-00 2 1 st flr bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 3 2nd flr Unf.Area Left 00-00-00 17-07-00 30 psf 10 psf 11-00-00 4 2nd flr bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 5 cieling Unf.Area Left 00-00-00 17-07-00 20 psf 10 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18361 ft-lbs 87.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -20351 ft-lbs 97.2% 100% 1 2-Left be verified by anyone who would rely on End Shear -6100 lbs 64.4% 100% 16 2-Right output as evidence of suitability for Cont. Shear 9259 lbs 97.7% 100% 1 2-Left particular application.Output here based Uplift 2048 lbs n/a 16 1 -Left on building code-accepted design o properties and analysis methods. Total Load Defl. U262(0.553") 91.5% 16 2 Installation of BOISE engineered wood Live Load Defl. U385(0.377") 93.6% 16 2 products must be in accordance with Total Neg. Defl. -0.074" 14.8% 16 1 current Installation Guide and applicable Max Defl. 0.553" 44.2% 16 2 building codes.To obtain Installation Guide Span/Depth 15.3 n/a 2 or ask questions,please call (800)232-0788 before installation. Cautions BC CALC®,BC FRAMER®,AJST"" Uplift of 2048 lbs found at span 1 -Left. ALLJOISTO,BC RIM BOARDTM,BCI®, BOISE GLULAMT'",SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum (L/240)Total load deflection Criteria. VERSA-STRANDT'",VERSA-STUD®are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(1.25") Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4-5/8". Minimum bearing length for B2 is 1-7/8". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing l"OFMgSs g� HOSSEIN GN Disclaimer: SALEHKHOU The supplier acknowledges that it has requested JSN Associates, Inc U STNo 3836 CTURAL to review a pre-engineered building product identified as above for g, the span and loading conditions shown on this calculation sheet. ` �p�FQ/ST The supplier further acknowledges that JSN Associates, Inc.wia s/ not engineer,design, manufacture or erect said item and is not responsible in any way for defects or defriencies. Therefore,the 4-�- 6 supplier vraves all claims against JSN Associates, Inc,arising in any way from any defects,deficiencies,errors or omisolons in the f load determination,design,fabrication or erection of said item. Note: Page 1 of 2 Adequate design of supporting structure must be provided by others i BOISE- Triple 1-3/4" x 9-112" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALCO 9.2 Design Report-US 2 spans No cantilevers 0/12 slope Thursday,April 06,2006 08:01 Build 141 File Name: Jackson Waverly Oaks Bldg. 1.BCC Job Name: Waverly Oaks Description: FB03 Address: Bldg.1 Units 521-523 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Mise: Connection Diagram b d— a o o cl /-- e o • o• o 11A OF 9Ssq r c o� HOSSEIN N SALEHKHOU �+ a minimum=2" c=5-1/2" v STRUCTURAL No.38367 b minimum=3" d= 12" e minimum nimum_3" F GISTS Nailing schedule applies to both sides of the member. S/pts Member has no side loads. D Connectors are:16d Sinker Nails a Disclaimer: r Z The supplier acknowledges that it has requested JSN Associates, Inc to review a pre-engineered building product identified as above for the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.will not engineer,design,manufacture or erect said item and is not responsible in any way for defects or deficiencies. Therefore,the supplier waves alt claims against JSN Associates,Inc.arising in any way from any defects,deficiencies,errors or omissiata in the load determination,design,fabrication or erection of Maid item. Now Adequate design of supporting structure must be provided by others Page 2 of 2 BOISE- Double 1-314" x 9-112" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 06,2006 08:02 Build 141 File Name: Jackson Waverly Oaks Bldg. 1.BCC Job Name: Waverly Oaks Description: F602 Address: Bldg.1 Units 521-523 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: i 08-1G-00 B0, 1-3/4" B1,1-3/4" LL 1590 lbs LL 1590 lbs DL 439 lbs DL 439 lbs i Total of Horizontal Design Spans=08-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 08-10-00 40 psf 10 psf 09-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos, Moment 4480 ft-lbs 32.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1632 lbs 25.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U842(0.126") 28.5% 1 1 output as evidence of suitability for Live Load Defl. U1075 (0.099") 33.5% 1 1 particular application.Output here based Max Defl. 0.126" 12.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 11.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum (L/360) Live load deflection criteria. or ask questions,please call Design meets arbitrary(1") Maximum load deflection criteria. (800)232-0788 before installation. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJS-, Minimum bearing length for 61 is 1-1/2". ALLJOISTO,BC RIM BOARDTM,BCI®, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing+ BOISE GLULAMT"' SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDTM'VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b —d L.L.C. a c • • / N OF Ss9 cy HOSSEIN GNB a minimum=2" c=5-1/2" D SALEHKHOU b minimum=3" d= 12" °v STRUCTURAL Member has no side loads. No.38367 Connectors are:16d Sinker Nails ,- 9 0181 Disclaimer. �S� The supplier acknowledges that it has requested JSN Associates,Inc to review a pre-engineered building product identified as above for 4 the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates, Inc.will not en igin er,design, manufacture or erect said item and is not responsib;e in any way for defects or deficiencies. Therefore,the S,joplier waves all claims against JSN Associates,Inc.arising in any way from any defects,deficiencies,efrors or omisslons in the load determination,design,fWxicWon or erecron of Sdd item. Note: Page 1 of 1 Adequate design of supporting structure must bf3 provided by others I