Loading...
HomeMy WebLinkAboutMiscellaneous - 25 FERNCROFT CIRCLE 4/30/2018 (2)N N �O v, O -n w m Q z n O X 80 T O -1 O n O� n O m C�Orl°5 yViG ©Var alp Q Flmdta` 1349B oo due a P toCsDf'� cvrc.lp-- V 0 C v N o.:? lJ �'" � Date �� ) TOWN OF NORTH ANDOVER A BUILDING DEPARTMENT �9s ^^*�� ^Building/Frame Permit Fee $ SACHUS Foundation Permit Fee $ Other Permit Fee Building Inspector ZBA 3 4-3 Date ... . ... TOWN OF NORTH ANDOVER RECEIPT This certifies that6 3 ........................ has paid* .. IS .19.4 ...... -ko p for 67 Received by ...... Vit: l..k..... ... ........................................ .... Department ....................... -2,. .bA ....................................................... WHITE: Applicant CANARY: Department PINK: Treasurer 'i Any appeal shall be filed within (20) days after the date of filing of this notice in the office of the Town Clerk, per Mass. Gen. L. ch. ♦y� 6 y \O7� CKMltlal�a.a _ �, ZONING BOARD OF APPEALS (ommunity Development Division Notice of Decision Year 2006 206 AUG -3 4 j" 40A, §17 Pmnwprtv at: 25 Ferncroft Circle NAME: Charles McAllister HEARING(S): June 13 and July 18, 2006 ADDRESS: 25 Ferncroft Circle PETITION: 2006-020 North Andover, MA 01845 TYPING DATE: July 28, 2006 The North Andover Board of Appeals held a public hearing at its regular meeting in the Senior Center, 120R Main Street, North Andover, MA on Tuesday, July 18, 2006 at 7:30 PM upon the application of Charles McAllister, 25 Ferncroft Circle (Map 103, Parcel 106), North Andover requesting a Special Permit from Section 4, Paragraph 4.121.17 of the Zoning Bylaw for a Family Suite. Said premises affected is property with frontage on the South side of Ferncroft Circle within the R-1 zoning district. Legal notices were sent to all names on the abutter's list and were published in the Eagle -Tribune, a newspaper of general circulation in the Town of North Andover, on May 22 & 29, 2006. The following voting members were present: Ellen P. McIntyre, Joseph D. LaGrasse, Richard J. Byers, Albert P. Manzi, III, and David R Webster. The following non voting members were present: Thomas D. Ippolito, Richard M. Vaillancourt, and Daniel S. Braese. Upon a motion by Richard J. Byers and 2"d by Albert P. Manzi, III, the Board voted to GRANT a Special Permit from Section 4, Paragraph 4.121.17 of the Zoning Bylaw in order to allow a Family Suite addition to be constructed per: Site: 25 Ferncroft Circle (M103 Parcel 106), North Andover, MA 10845 Site Plan Title: Plan of Land in North Andover, Mass. owned by Charles W. and Carol A. Date: Mc Allister Date (& Revised Dates): Date: 4/17/2006, 5/8/2006 Registered Professional Land Scott L. Giles, R.P.L.S. #13972, Scot L. Giles, RP.L.S., Frank S. Giles, Surveyor RP.L.S., 50 Deer Meadow Road, North Andover, Mass. Building Plan Title Blais Residence M. G. L., approved by Michel L Date: 4-23-06 Sheet/Drawing: [Cover, "General Notes", Basement Floor Plan, First Floor Plan, View Drawing, Detailed Plan] with the following 4 conditions: Page 1 of 2 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9541 Fax 978.688.9542 Web www.townofnorthondover.com so ZONING BOARD OF APPEALS (ommunity Development Division E C EIV�b Clerk Time Stamp TOWN' ! !.EPKI 'S OFFICE 2006 AUG -3 PM 2: 55 T O IN OF NORTH ANI?uVEP— MASSACHUS 1 1. The Family Suite shall not be occupied by anyone except Rita or Ray Blais, parents of Carol A. Mc Allister, one of the residing owners of the dwelling unit; 2. The Special Permit shall expire at the time that Rita & Ray Blais cease to occupy the family suite; 3. The Special Permit shall expire at the time the premises are conveyed to any person, partnership, trust, corporation or other entity; 4. The applicant, by acceptance of the Certificate of Occupancy issued pursuant to the Special Permit, grants the Budding Inspector or his lawful designee the right to inspect the premises annually. Voting in favor: Ellen P. McIntyre, Joseph D. LaGrasse, Richard J. Byers, Albert P. Manzi, III, and Thomas D. Ippolito The Board finds that the applicant has satisfied the provisions of Section 4, Paragraph 4.121.17 of the Zoning Bylaw and that the granting of this Special Permit, for a Family Suite at 25 Ferncmft Circle, is an appropriate location for a Family Suite addition. The Board finds that this use will not adversely affect the neighborhood since the proposed left side addition will be 75' from the left side setback. There will be no nuisance or serious hazard to vehicles or pedestrians because there is off-street parking available for 4 vehicles. Adequate and appropriate facilities are provided to the existing single-family dwelling and will be for the provided for the proper operation of a Family Suite. The Board finds that the 8-28-92 Mortgage Inspection plan shows the shed in place. The Board finds that the proposed addition will not be substantially more detrimental than the existing single-family dwelling to the neighborhood Note: 1. This decision shall not be in effect until a copy of this decision is recorded at the Essex County Registry of Deeds, Northern District at the applicant's expense. 2. The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local, state, and federal building codes and regulations, prior to the issuance of a building permit as required by the Building Commissioner. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, ii shall lapse and may be re-established only after notice, and a new hearing. Town of North Andover Board of Appeals, Ellen P. McIntyre, i Decision 2006-020. M103P106. Page 2 of 2 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9541 Fax 918.688.9542 Web www.townofnorthandover.com ZONING BOARD OF APPEALS Community Development Division Legal Notice North Andover, Board of Appeals RECEIVETown Clerk Time Stamp TOWN CLERK'S OFFICE 2006 MAY 16 PCS 4: 18 TO 'V'1 OF NORTH ANDOV5_; MASSACHU"E'i j Notice is hereby given that the North Andover Zoning Board of Appeals will hold a public hearing at the top floor of Town Hall, 120 Main Street, North Andover, MA on Tuesday the 13th of June, 2006 at 7:30 PM to all parties interested in the application of Charles McAllister, 25 Ferncroft Circle (Map 103, Parcel 106), North Andover requesting a Special Permit from Section 4, Paragraph 4.121.17 of the Zoning Bylaw for a Family Suite. Said premises affected is property with frontage on the South side of Ferncroft Circle within the R-1 zoning district. Plans are available for review at the office of the Board of Appeals office, 400 Osgood Street, North Andover, MA Monday through Friday from the hours of 8:30 to 4:3OPM. By order of the Board of Appeals Ellen P. McIntyre, Chair Published in the Eagle -Tribune on May 22 & 29, 2006. �•oyy �.0�� S$'Oa Legalnotice 2006-020. g g o k ; � 3 22 e = 2a M103. P106. Q-A,U6o7�g,"- g. --Q 4 &4;.Z; �s $� � $pa iM �c?o� �?�$�'�i ;v2a d.2s m 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9541 Fax 978.688.9542 Web wwwjowoofnorthandover.com ners ntn! YearwDow 8l'boot ....3165,0011. .ING R.E. e 404Rt411if1 NN vdw Tragi Cullom trine tem 4+ b droom, W NH I bsd. Wye coach, go- 4wf$ 51111900 NN i raven, 3 OL above ground of dtOdI9.S7A Youllanx m in, NIi: Btsuli- torr !ants modu- 6tyle Mer a A A must sea of -329.1192, 0 Pin. K9nity. aaanW 1 Gams. is. morfoo, fermis Yinutn to great a must soil a 403d19.4471. W SSti sa.N.GWW in cut de 4 N Kilime , 3 oy 9 fops, living I dawn family aeon off ukitchen, fILLAGE REQ 1$11i 916iMiS00 is ARLINGTON AUTY! Now e sites bang, very plan, great eat in Inked wim COW- ; Noor. Oversized No up adiC, 2 6 a jarmus Nat Private yard, on Cgndi Really, 4H Neighborhood so. ft., br"lom Ldvwd! 11"Alto xs 10 1111 1038 NH - Cuts 3 bad, Kh with finished I. All nCwtv re feet storw home all iai•il> 4m. thousands! 11 All Pro Realty 33 4 4a46I14ta K. NH-Yoll ►love I Yee mom" Aril rook. Cas My�r; . Cot! IRS#149175. r. IVA, Tucks =&on, twat Ate, ......,...12MA0 Y, Mk Turin roan walerfron I, !arra«, .$339,90 fM, new'canvN Tarragon a to m delem, Part ..4171,ifa 6 $20,91 'ISWRANE R.E. '18.9zt•.aa�4 L OTI A T3 40 0QLIR1T MAL RT miltm '"vvw• NIA' Largs i"12 WANTED FOR REHABOR n. ROM61I 349K. DEMO -CASH FAIDI John Carroll Builder 41/151.4151 MA: Remodeled AIV noel 2 dock. soot, on. 3!4,900. Scfl your house'as Is` MA: 60x17 t bed. for o Pot• price on me tot. $56 R0. date of Your choice! U1: Large 0x12 We bur *anal ddhim. t99.9m. Call 1.177.7400 OR visit PEAPOOT, MA: �O.OP. CV$. form ihtl with 4104 odd'a tion. Mond W. !13,100. PEABODY, IYuh: 2004 14x11 Desiblle /w/.�,id��e, co-op. o$�139,900. KO AIN fWAy 781-2~i MI www.rtdcm'rellny.cela SALEAL NN . M061LE ON OWN LAND. 1970 AAaaf, 11'x60', 2 bedtOorM, 1 MRL Must sat! .............5169,900.00 ACKERMAN'S RETIRE- MENT PARK, Salah. NH f,chum, 14x10. 3 bedroom, 1 Path..,.--,.».«....... s6,m0A0 1917 Skyline, 1700', 1 bed- room, 2 barns ,,..,.., S92,SIOAO ExceUtm anditiwl. 2006 skyllne, 14'xN'. 2 bed. rooms. I bom,..,..,..5"JNA0 KACHADORIAN'i Rears• meet Fork, Salem NM 2006 Skyltn 16'x141. 2 Ited- rearm, ftel{a..... $film. l Grand new 2/116 Skyline, 11'x70', I bldr001115, 2 baths, $12510A0 TISDALE'S PARK. Salem NH 19H bkvlln, 14'00, 2 bed- raoms. 1 Dade, 2 sheds, large private yard.ill0 Brand New Skglne DW, 21' x 411,2 bearaerrs, 2 aNhs ...._,», ..........Sig9moo WILLOW GROVE PARK, Newark NM • Braid New 2006 Skylite, 14'00'. 2 lxfdraemb, 2 burns. carrier lot 319A4p.04 - N9.S00,00 Carriage MMAdT0g�6 Skylln uCXW 111 2 bodroom6, I boil. W,HOA0 Norah Shore Community, Merrimac. MA .20H SkYlloe DW, 21'x�a', i bedrooms, t boths. Carter Loft V79A00.11 no- To schodule a snewilsgg call SALEM MANUFACTURED 140ME5 - bol" -2144 Pao Na.: 322730 3ert Sora and to 4 ansaed to the 21 the Service - i Civil Relief Asx, 4. chinning to be it of a mortgage 144$ Motortane (,soap Wre on aaw! All inventory rednrced for oulck sok hurry for tont seledbe, www."415b 40M 14b9HdW NECAN FLOOD DAMAGE I'D buts your home Cole, 617.7111171 51.75 AMES9uRY/Merrimac, MA. WoterfrtiM Lake Atlitobh Cottage, 1.2 1111110611111 new both, caardra liana rosin. Parking,_su'wl ntlgAllprhdod, new Point irOut. 5615 �. Ready 411, Refereneet m Quina. No Pets. 971.311.3410. ANDOVER, MA IMtOwn, rtnavaled. new granite Coutdm knople CattiNW 11�53�s. I 1101 19C0S089HIO sun MGM all rarr, fully apurioneed. I car garage • $1,700 me. CALL 6ON24M PLAISTOW. NH - 3 bedroom hemi, office, new construe r'hon, corner lel, front WO, 2 car garage, loll of IWO", I miles to 1-495. No pals. 11.99S1mo„ I "or lectio. Call 403$2.9559 or ADM -MAL PLAISTOW, N.N., seleeious room candex, 3 ballrooms, LS looms. oil raw IOtehen. Ona MlionCI MorOwood floors, an 13 Pent. Deck 6 eattlt rat, liny mm, 403614". 603-In49d SALEM, NN: 1111040.01#4 or Temporary Rental, i reams, pailful View of Cotoblee aka. scrtr* 1101,01 m0.65191.6134 WINDNAM, NH txcellraltul- dow location. l bedroom, 2 Dom, hardwood, 2 ser to.' sm9°okernSllOOt ��4gk ESSEX, MA: 25 ACRE ResidanRal Bulking lot TMe V app►orad a $lathe oar sq� Private roM. t401AC0.97M761.4f11 LEGAL NOTICE LEM�IAL NOitICE NORTH ANDOVER, BOARD OF APPEALS Notice is hensby gin that the Nonn Andover zBoard at Appoint wit a public hearing at ft top floor of Town Hall, 120 Main Street, North Andover. MA or Tuesday the 13th of Jura. 2006 at 7:30 PM to all parties Inlerested in the ap lication of Joseph Mary Kele. M. 1 �� DANVERS. MA. noir Beio arty tine, J bedroom Ranch, kill liniment, t V. both, wall IQ wall rugs. Utilities by tan. Phil. 1111111,111140740 OANVERSPOR 5 room, 3 baoraom. Lane kitchen. Go - role. Noor 12V commuter roiVrivir. Nice area. IM+ heat a socur*1911.110.4075, X, MA: Brand new 7 room, 1.5 both overigaing polls a memos. Gongs, o�Bas Jacuui, decks, ON1St. Cott 91010760 GLOUCESTER. MA: I sed• room house, reeenliv rete - voted. new kilohm with AIMASI ntW DomTaWh n location, $10 an fill no peid6mOk1M, SISD+. 971-381-/121. AME$BURY„ MA: Great ! Pearson,rerhOrOteO. wood [loom Sieinless steel goplb antes, yard. downtown. Parking, 60 dogs Of tm xcrS.' 11.1181mo, 9fL621•JS19, AME3eURY, MA: 114"y clean 161 bedroom iacludin3 nealM of water. Orwill IoUndry ono mi. Mod* orals. From $715. 1.3 bath Townhouse. i deadid parking 100, Plenty of an- street trarkiae, dick that leder Get to quiet It IIIA orld, AC, dlskwosher. $IIS! + utilities. 91111,51e4M tAVERNILL MA -Briar - sed. I tor1L 1+ vroom, 1.5 both. hu« itself, AK, tilt. upgr M9V641/41,215. KRE LAWIIENCEI MA Momm St. TONAWM. 5 room 1 bedroom, 1.5 rxlh Wim ba. coon a "raw 11008 rap utili- Ne6. Trinity ReaaY 9M*Ml MARBLeNEAD, MA, Lovely S room 2 + tearoom, 7 ,stns, furnissed. Private seflfng 6 month will extend. S160D Mnutks all, 741.039.641 PEABODY MA 2 led mi tww kitchen, Getdences, lint Carpel. AK, lovn*V, p irking. tn. IIIN! incWde4 nior Water. 111431111-395 212.4"s I Slit Ma emglia, e now. LEGAL NOTICE TME COMMONWEALTH 01" MAS9AOHUSEM DEU11111111111011:011111111111' MS OF TIETRIAL COURT (8 AL) 06 MISC 32MI To! Eric OamNs ana to an persons entitled to the benefit of the Service- membefb Civil Relief Act. JPMorrggen Chase Bank. N.A. i/kla JPMorgan Chase Bank, ab Trustee claiming to be Vie holder of a Mortgage covering real property in Methuen, numbered 946 Riverside Sti:TT 9002 12 Qk II0111e4 North AuM Norah It, fiew 978.388x4212 Ui*9-Si'i,:dW­ " ANDOVER, MA: Dow ifewn studio, Close to everything. 1a d lost required. on. No own. Call 97MNS•I2M ANDDVER -Main $1,1 bed. room near train IM NO, ANDOVER .2 bedroWm suttan Pend $17111 C211 Tom Ext. lil Rr/Mox Partneri 9405-210e AND E Gree raft see oak in May 6 Jute. Brand fin 000rtmenb. Now IM Me 1. 3 6 1 oaaroame. Pram $1017 (qual!hsd applkonlsl. All leve full -sin *Mf/ dryer, antral AC, gournxt kikhee 6 huge Closets.Ga raid available, Optio wl Nn ace 6 balcony. Para 6 d.MDam igi-51 . Cats 6 dogs wilra id. Heat & hot wafer Inelum Cal Mail Green at 911413.1155. www.rrindsorgrdetlomis.cpm ANDOVER. MA. I boom=, new bothroam, bit kitchen, private entrance, ISO Itvins roam, hordwaod floors. fire- place, df sheet parking, ItNndry hook-up, bebimint Storage, very �Prrivate. re gels, no 67111"' 7111 16.21 21200' Available 61. LEGAL NOTICE LEGAL NOTICE The Groveland Con- servation Commission wit had a public hearing at the ft9w Park Car► terenae Room, tot Vllaallealiand. MOL St . Gfotl► Date Wednesday, June 7, 2006T1me 7:30 pm. Ta consider GNOIJNOI. Regarding boat dock. ding , tt1lf10t . Apetntivayt 4 Marlon AJe.�tow eland. ET - 0W25r200e IDom, 9 1n Si., no walk to h LEGAL NOTICE V v.nan apartapartment.x, slew lights, wolMvoll, kadltaad, r• n.,. w 971.97; 11W.Ups, large yard, wk - Ing. Ing. Slifin30D Ed 91&17461 MA 1111 R1 Y, MA: 2 Uearopm AIV noel 2 dock. soot, uporrms, , eot-6h klklhcn, aN Perking, lin street Parkin $4075 includes Confer, n pill ntOtmot wotar. Ng pets m a 9Karlh. Aratioble now. Cahoon! BEVERLY, PR7DIrtles, M121411111. Hu BEVERLY, MA - 2 bodraom, room, hooiuva scpggl3 i ha daod4rha slreef, Nnced back cord, large Patel, inadry, Avulfable, Now alsnwosher, wok b tarty train. 51400 Mot incluft ilimmeking. 9MMuil LEGAL GAL SLjolkWifE COMMOW NWEALiH OF�� SBAAL W � FAWLV OEMR CAYII V CnUff ESSEX Olvl Board of Aopwb Notice is hereby given that the North Andover toning Booed of Appeals will trout a pWft hearing at the tap poor of Town Halt, 110 Main Street, North Andover, MA on Tuescs- the 1301 of June, 2001 at 7.30 SM, to all patties irder- ested in the applicapol of Charles McAllister, 29 Ferneraft Circle (Map 103, Parcel 106), Ing a Speed Parma from Section 4, Paragraph 4.121.17 of the Zoning Bylaw for a Family &ft. Sald premises affea ed to property With frontage on the South side of Femoroft Circle within Cote R -I mning dis. fries. - Plans are available for ravfow at the office at the Board of Appealb office. 400 Oolgood Street, North Andover, MA Monday thttxlgh Ph day from the hours of 6:30 to 4:30 PJM. By order of the Board of Aaoas s LEGAL NOTICE 3 COMMONWEALTH OF MASSACHU8E1-f8 THE TRiAL COURT PROBATE AND FAMILY COURT DEPARTMENT ESSEX Division Dodtet No. In Cole �f36P�peBB EPI of REBA O. PAINTER LAWRENCE In the Call" of ESSEX Dere of Death Apel 9, 7005 NOTICE OF PETt1TON FOROFPROu TE To all persona inter- ested in the above cap - coned estate, a peftn has been presentee praying that a dOCU- ment purporting to be the last will of said decadent be proved 00G6-1Z6-LL8-T:X Late of HAVERHILL in the County of E12M Date Of Dean NOMEOA9 2005 F R71T1ON FOR APPOINTMENT OF AOM MISTRATIOR To All parsons inter- oated in the stlore f%a9' Honed estate, a pedtian {h�taB8syyMl been presented thalt A. CLEARY of HAAVR VE1MILL in tea County of ESSEX or some other suitable' person los appointed administrator of said estate to aelme will per• sonal surety. IF YOU DESIRE TO OBJECT THERETO,' YOU OR YOUR CIOR- NET MUST FILE A WRITTEN APPEAR- ANCE IN SAID COURT AT SALEM ON' OR BEFORE TEN O'CLOCK IN THE FORENOON (10!00 A.M.) ON JULY 31. x006. WITNESS. HON. MARY ANNE SAHA- WAN, ESOUIRE, First Justice of said Court at SALEM this day. May 17 pmbm LEGAL NOTICE 0 In the I ROBERT Late at N, In the Cour Date a Jan oMa OT AC IpM�� aaeed In 1914 cloned usual has dean ci�n� the if HILL in th• ESSEX or suitable appointed , of sald ast *M patrigot IF YOU OBJECT YOU OR YI NEY MU1 WRITTEN ANCE IN f AT SALE BEFORET IN THE F (10:00 AA 3t, 2M. WITNE MARY At Gu94 se oil SALEM Utk 200111.PWYAM C ET- Ream Br29IC NOTICE OF MORTGAGEE'$ SALE OF REAL ESTATE By virtue and in exaCWlon of the Power d bale Contained In a certain mortgage given by Anal Salgado to New Century Mortg�e Corpora• tion, dated Fa rruuddryry 4. ZOO, and rerded with tho Essax Counly, (DNodhern District) Aaglsay d Deeds at Book 9343, Page 175, of which MOrtgaga Ooufache Bank Trust Company Americas fWa Bankers Trust Company, 0US 2009 -HIS aro Ttutlea and Custodlan is the prevent holder, for breach of the 4roht5tio►Is of said mo►909g9 and 7bY ft purpose', cl lortnJosing, the am@ twil be sold at PU* Atl!aeon at 1:00 p.m. on Jump 9. 2006, on the mongaged promises located at 113-21 Exchange Street, Lawrems, Essex County, Messaehusetta, d'std singular the promising descrlbW In said mortgage, TO WIT: The land in Lawrence, Essex County, Msasechusafts, with the buildings thereon, currently, known as the property numbered 19.21 Excttun9e Stmt, baanded and described as follovns Northerly eighty (40) feet by land now or ferinerly of 4tne Bully; Easterly forty (40) feet by land now of form"of an Smhhl "southerly eb (80) feet by land now or PJ NOI ANN00 IJ 13I3ISSUID N By Virb iIage clead dwcomom as Mseeachu. wry of go gmaine Sm FtOtder of 4 breech of the sbunei , Roddnalim ea corwey The to ham Cour land Oritill as 'Sunw M.Lavehe dan No. esscrlpeel Said L ,uarranry r I Any appeal shall be filed within (20) days after the date of filing of this notice in the office of the Town Clerk, per Mass. Gen. L. ch. `��_ CKMCMwiw[w � 1• ZONING BOARD OF APPEALS (ommunity Development Division Notice of Decision Year 2006 This is to certify that twenty (20) days have elapsed from date of decision, filed without filing of an appeal. Date,&/ZS7 S --2b0Z Joyce A. Bradshaw Town Clerk 40A, §17 Proat: 25 Ferncroft Circle NAME: Charles McAllister HEARING(S): June 13 and July 18, 2006 ADDRESS: 25 Ferncroft Circle PETPITON: 2006-020 North Andover, MA 01845 TYPING DATE: July28,2006 The North Andover Board of Appeals held a public hearing at its regular meeting in the Senior Center, 120R Main Street, North Andover, MA on Tuesday, July 18, 2006 at 7:30 PM upon the application of Charles McAllister, 25 Ferncroft Circle (Map 103, Parcel 106), North Andover requesting a Special Permit from Section 4, Paragraph 4.121.17 of the Zoning Bylaw for a Family Suite. Said premises affected is property with frontage on the South side of Ferncroft Circle within the R-1 zoning district. Legal notices were sent to all names on the abutter's list and were published in the Eagle -Tribune, a newspaper of general circulation in the Town of North Andover, on May 22 & 29, 2006. The following voting members were present: Ellen P. McIntyre, Joseph D. LaGrasse, Richard J. Byers, Albert P. Manzi, III, and David R Webster. The following non-voting members were present: Thomas D. Ippolito, Richard M. Vaillancourt, and Daniel S. Braese. Upon a motion by Richard J. Byers and 2� by Albert P. Manzi, III, the Board voted to GRANT a Special Permit from Section 4, Paragraph 4.121.17 of the Zoning Bylaw in order to allow a Family Suite addition to be constructed per: Site: 25 Ferncroft Circle (M103 Parcel 106), North Andover, MA 10845 Site Plan Title: Plan of Land in North Andover, Mass. owned by Charles W. and Carol A. Mc Allister Date (& Revised Dates): Date: 4/17/2006, 5/8/2006 Registered Professional Land Surveyor Scott L. Giles, RP.L.S. #13972, Scot L. Giles, R.P.L.S., Frank S. Giles, R.P.L. S., 50 Deer Meadow Road, North Andover, Mass. Building Plan Title Blais Residence M. G. L., approved by Michel L Date: 4-23-06 Sheet/Drawing: [Cover, "General Notes", Basement Floor Plan, First Floor Plan, View Drawing, Detailed Plan] with the following 4 conditions: Page 1 of 2 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9541 Fax 978.688.9542 Web www.townofnorthandover.com ATTK'ST: A True Copy P. o, Town Clerk Date ... /—... 9.-.. -OF ........ TOWN OF NORTH ANDOVER PERMIT FOR WIRING �2 Thiscertifies that .1 ......... ................................................................... %has permission to perform .................... t -e - wiring in the building of .� ................. ................................ ......e ,North Andover, Mass. at -n ............7 . ................. Fee .�... .......... Lic. No.3A2*.. .......................................... ELECTRICAL INSPECTOR Check # 714 3 ` BUTTERWORTH & O' TOOLE, INC. ADJUSTERS/APPRAISERS FOR INSURANCE COMPANIES ONLY claims _,butterworthotoole.com SALEM, MA OFFICE DOVER, NH OFFICE P.O. BOX 8294 P.O. BOX 734 SALEM, MA 01971-8294 DOVER, NH 03821-0734 TEL. (978) 741-5731 TEL. (800) 298-5330 FAX (978) 740-9109 FAX (603) 218-6760 REPLY TO: ❑X REPLY TO: ❑ March 01, 2010 FORM OF NOTICE OF CASUALTY LOSS TO BUILDING UNDER MASS. GEN. LAWS, CH. 139, SEC. 3B TO: Building Commissioner or Board of Health or Inspector of Buildings Board.of Selectmen City/Town Hall ADDRESSES North Andover, MA 01845 City/Town Hall North Andover, MA 01845 RE: Insured: Charles and Carol McAllister Address: 25 Ferncroft Circle J North Andover, MA 01845 Policy'No.: 0993510 Loss of: 02/25/10 File or,Claim No.: 04-0398 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. Gen. Laws, Chapter 143, Section 6 to be applicable. If any notice under Mass. Gen. Laws, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. If no reply is received from your office within ten days, we will assume you have no liens of any type against this property and we will recommend to the insuring company that this claim is paid. Patrick Tobin Adjuster 'i'57 s Member of National Association of Independent Insurance Adjusters t, BUTTERWORTH & O' TOOLE, INC. ADJUSTERS/APPRAISERS FOR INSURANCE COMPANIES ONLY claims(o),butterworthotoolexom SALEM, MA OFFICE DOVER, NH OFFICE P.O. BOX 8294 P.O. BOX 734 SALEM, MA 01971-8294 DOVER, NH 03821-0734 TEL. (978) 741-5731 TEL. (800) 298-5330 FAX (978) 740-9109 FAX (603) 218-6760 REPLY TO: FX REPLY TO: F1 March 01, 2010 FORM OF NOTICE OF CASUALTY LOSS TO BUILDING UNDER MASS. GEN. LAWS, CH. 139, SEC. 3B TO: Building Commissioner or Board of Health or Inspector of Buildings Board of Selectmen City/Town Hall ADDRESSES North Andover, MA 01845 City/Town Hall North Andover, MA 01845 RE: Insured: Charles and Carol McAllister Address: Policy No.: 25 Ferncroft Circle North Andover, MA 01845 0993510 Loss of: 02/25/10 File or -'Claim No.: 04-0398 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. Gen. Laws, Chapter 143, Section 6 to be applicable. If any notice under Mass. Gen. Laws, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. If no reply is received from your office within ten days, we will assume you have no liens of any type against this property and we will recommend to the insuring company that this claim is paid. Patrick Tobin Adjuster F Member of National Association of Independent Insurance Adjusters BUTTERWORTH & O ' T OGLE, INC. P.O. BOX 8294 SALEM, MA 01971-8294 TELEPHONE (978) 741-5731 March 4, 2010 ADJUSTER&APPRAISERS FOR INSURANCE COMPANIES ONLY FORM OF NOTICE OF CASUALTY LOSS TO BUILDING UNDER MASSACHUSETTS GENERAL LAW, CH. 139, SEC. 3B FAX (978) 740-9109 TO: Building Commissioner or Board or Health or Inspector of Buildings Board of Selectman ADDRESSES City/Town Hall City/Town Hall North Andover, MA 01845 North Andover, MA 01845 RE: Insured: Stephen and Judi Boyko Address: Policy No.: Loss of: File No.: Origin: 243 Great Pond Road North Andover, MA 01845 HP2419456 05 February 1, 2010 001-0431 Water damage Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. Gen Law Chapter 143• Section 6 to be applicable. If any notice under Mass. Gen Law Chapter 139, Sec. 38 is appropriate, please direct it to the attention of the writer below and include a reference to the captioned insured, location, policy number, date of loss and file/claim number. If no reply is received from your office within ten days, we will assume you have no liens of any type against this property and we will recommend to the insuring company that this claim is paid. Thank You, Brad Doherty Adjuster BUTTERWORTH & O ' TOOLE, INC. P.O. BOX 8294 SALEM, MA 01971-8294 TELEPHONE (978) 741-5731 March 4, 2010 ADJUSTERS/APPRAISERS FOR INSURANCE COMPANIES ONLY FORM OF NOTICE OF CASUALTY LOSS TO BUILDING UNDER MASSACHUSETTS GENERAL LAW, CH. 139, SEC. 3B TO: Building Commissioner or Inspector of Buildings RE: City/Town Hall North Andover, MA 01845 Insured: Address: Policy No.: Loss of: File No.: ADDRESSES FAX (978) 740-9109 Board or Health or Board of Selectman City/Town Hall North Andover, MA 01845 Stephen and Judi Boyko 243 Great Pond Road North Andover, MA 01845 H P2419456 05 February 1, 2010 001-0431 Y Origin: Water damage Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. Gen Law Chapter 143, Section 6 to be applicable. If any notice under Mass. Gen Law Chapter 139, Sec. 3B is appropriate, please direct it to the attention of the writer below and include a reference to the captioned insured, location, policy number, date of loss and file/claim number. If no reply is received from your office within ten days, we will assume you have no liens of any type against this property and we will recommend to the insuring company that this claim is paid. Thank You, Brad Doherty Adjuster s on CJ N y Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. Occupancy and Fee Checked 6 BOARD OF FIRE PREVENTION REGULATIONS [Rev. 9/051 leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: i C� - 01 City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) I S ��,A Owner or Tenant G�c, ��� S q"-L--1A6A m K Telephone No. q 18 a1?S-ob$`1 Owner's Address .2S F�i� «�. �T 2 d Is this permit in conjunction with a building permit? Yes � No ❑ (Check Appropriate Box) -rer.e l$64S6 2 Purpose of Building Utility Authorization No. �. � �9 2 L I{,1 S' Existing Service tcr0 Amps » /1`c- Volts Overhead Undgrd ❑ No. of Meters t New Service acv Amps tav /3,1EQ Volts Overhead Undgrd ❑ No. of Meters 2 - Number Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: �`�w ��� Tp SCS„ ; �_C_ C.A,4%- A �Clvj C c cit Completion of the.following table may be waived by the Inspector of Wires. No. of Recessed Luminaires S No. of Ceil.-Susp. (Paddle) Fans No. of Transformers Tota KVA No. of Luminaire Outlets +-( No. of Hot Tubs Generators KVA No. of Luminaires Above In- Swimming Pool rnd. ❑ rnd. 1:1Batter NO. o Emergency ig Units mg No. of Receptacle Outlets 3C) No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges I No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Disposers Heat Pump Number Tons KW No. of Self -Contained Totals: Detection/Alerting Devices No. of Dishwashers 1 Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances KW Security Systems:* No. of Devices or Equivalent No. of Water KW No. of No. of Data Wiring: Heaters Signs Ballasts No. of Devices or E uivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications No. of Devices or Equivalent ging: OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work:�(aoucj- °V (When required by municipal policy.) Work to Start: k - ct - o l Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE 211' ND ❑ OTHER ❑ (Specify:) I certify, under the pins and penalties of perjury, that the information on this application is true and complete. FIRM NAME: ' ckj [ &C^c S LIC. NO.: -�L 231 F— Licensee: po.0 l M 0",1 Signature LIC. NO.: (If applicable, enter "exempt" irk the license number line.) Bus. Tel. No.• b 0 3 -'-J1 L1-� `� t 5 Address: CA -1 43e c II -AJG �3 tee(" Alt. Tel. No.: SOY - ITS -0012- *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 PERMIT FEE: $��S`-'rte Signature Telephone No. 17 'T -D k�Tz/yli c 1� 0-5k cum U Z p G- f�2�n-t w X, {VES P vagi— Of vs€- r&" J S k' 7-5--c7 /�; Date .. `.... o "= -.�ti TOWN OF NORT 'ANDOVER .� •.N °0 OL PERMIT FOR PLUMBING 017eft This certifies that '-........ •�.. `-' G has permission to perform plumbing in the buildings of ............ at ..-!L^���'E '' • • • . • .../North Andover, Mass. Fe��,�....... LIC. No... /f r-�.. .... . .. ........... PLUMBING.INSPECTOR Check # 21f 7380 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING, (Print or Type) 4' / (/� ✓y/JD(��'rRass. Date_�j� City, Town Permit # Building Owner's � AT: Location �fj�j?/Cj�'�Uame _� New ❑ Renovation 4/ Type of Occupancy: Replacement ❑ Plans FIXTURES submitted: Yes ❑ No (Print or Type) Installing Company Name Address Check One: ❑ Corp. ❑ Partnership ❑ Firm/Company Certificate Business Telephone ('2 % �- % 3 2 �� % Name o censed Plu ber or sfitter 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 Gas Code and Chapter 142 of the General Laws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature of Owner/Agent I have a current liability insurance policy to include completed operations coverage. By Signature of Li sed Plumber Title City/Town APPROVED (OFFICE USE ONLY) FORM 1241) AM SULKIN CO Type of Plumbing License ZLMSSer ❑ Journeyman License Number ■■�����■1t■■■1111■1111111■t■ ■11111■■1111111■111111■11111 ONE (Print or Type) Installing Company Name Address Check One: ❑ Corp. ❑ Partnership ❑ Firm/Company Certificate Business Telephone ('2 % �- % 3 2 �� % Name o censed Plu ber or sfitter 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 Gas Code and Chapter 142 of the General Laws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature of Owner/Agent I have a current liability insurance policy to include completed operations coverage. By Signature of Li sed Plumber Title City/Town APPROVED (OFFICE USE ONLY) FORM 1241) AM SULKIN CO Type of Plumbing License ZLMSSer ❑ Journeyman License Number v r c ic m m 9 z 0 m m m 5 -lq- Date .............. IN TOWN OF NORTH AND ER DW '"" PERMIT FOR GAS IN ALLATION This certifies that-. Z�. has permission for gas installatiop.,'. � ......................... in the buildings of ................................ at ...... •. .......... North Andover, Mass. Iz� Fee-�� Lic. NoAZ? .... .............. GAS INSPE��OR Check # 9 6 7 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING (Print or Type) y�' Vim/%Y✓�0���r Mass. Date �! City, Town Permit # Building Owner's 2� AT: LocationName- ,G� ��✓z� GNew ❑ Type of Occupancy: Renovation Replacement ❑ Plans Submitted Yes ❑ No (Print or Type) 1� Installing Company Name ✓R� Address /` /�7 Business Telephone -7 % 5 — ,?D % Check One: Certificate ❑ Corp. ❑ Partnership ❑ Firm/Company Name of Licensed Plumber or Gasfitter 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 Gas Code and Chapter 142 of the General Laws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature of Owner/ Agent I have a current liability insurance policy to include completed operations coverage. ❑ By _ Title City/ Town APPROVED (OFFICE USE ONL TYPE LICENSE: It tuber ❑ Gasfitter ester ❑ Journeyman (2 " z I - - e-, �� Sign ture of Licens Plumber or Gasfitter �&2 License Number .. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ (Print or Type) 1� Installing Company Name ✓R� Address /` /�7 Business Telephone -7 % 5 — ,?D % Check One: Certificate ❑ Corp. ❑ Partnership ❑ Firm/Company Name of Licensed Plumber or Gasfitter 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 Gas Code and Chapter 142 of the General Laws. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature of Owner/ Agent I have a current liability insurance policy to include completed operations coverage. ❑ By _ Title City/ Town APPROVED (OFFICE USE ONL TYPE LICENSE: It tuber ❑ Gasfitter ester ❑ Journeyman (2 " z I - - e-, �� Sign ture of Licens Plumber or Gasfitter �&2 License Number z 0 In m m r W1 MiTek POWER TO PERFORM.' RE: 432630 - CYR/BLAIS/mjm 12/29/06 a\p WUS,je- cq�s- G=leraoo�� C; r �v Pj Cil t',o. MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: BOCA/ANSI95:1 Design Program: MiTek 20/20 6.4 Wind Code: ASCE 7-02 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-02 Roof Load: 60.0 psf Floor Load: N/A psf Mean Roof Height: 35 No. I Seal# jJob ID# Truss Name. Date 1 111590217 1432630 001 1/25/07 2 11115902.18 1432630 1002 1/25/07 13 1111590219 1432630 1003 11/25/07 1 14 1111590221 1432630 1005 11/25/07 j j 5 1111590222 1432630 1 006 11/25/07 1 j6 1111590223 ; 432630 1 008 11/25/07 i-7 1111590224 j-432630 1 009 11/25/07 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Wood Str Inc. Truss Design Engineer's Name: Liu, Xuegang My license renewal date for the state of Massachusetts is June 30, 2008. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components show. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. January 25,2007 Liu, Xuegang Job I Truss Truss Type-- I Qty Ply CYF;BLAIS/mjm 12/29/06 -- - j 111590217 432630 1001 GABLE I1 1 Job Reference (optional) j Wood Structures, Inc., Biddeford, ME 04005 6.400 s Oct 9 2006 MiTek Industries, Inc. Thu Jan 25 13:36:08 2007 Page 1 i 14-0-0 28.0-0 14.0-0 14.0-0 Scale = 1:49.4 5x6 -= 7 2x4 11 2x4 I 2x4 6 8 6.00 r12 26 27 2x4 I I 5 9 2x4 I I 2x4 I I 4 10 2x4 11 1 2x4 I I m 3 11 2x4 11 2x4 2 12 25 28 1J u 13 Co op a to 3x6 = 3x6 = ---- -- ----- - - - - - 24 23 22 21 20 19 18 17 16 15 14 5x6 = 1-0-0 27-0-0 26-0 0 1-0-0 26-0-0 1-0-0 Plate Offsets (X,Y): 19:0-3-0,0-3-0 LOADING (psf) TCLL 40.0 SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES GRIP (Roof Snow=40.0) Plates Increase 1.15 TC 0.43 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.27 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.02 14 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 140 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SPF 1650F 1.5E This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. REACTIONS (Ib/size) 19=580/26-0-0, 20=367/26-0-0, 21=308/26-0-0, 22=308/26-M, 23=85/26-0-0, 24=561/26-0-0, 18=367/26-0-0, 17=308/26-0-0, 16=308/26-M, 15=85/26-0-0, 14=561/26-0-0 Max Horz 24=179(load case 6) Max Uplift20=-67(load case 7), 21=-107(load case 8), 22=-110(load case 7), 23=-115(load case 6), 24=-361 (load case 7), 18=-67(load case 7), 17=-107(load case 7), 16=-111(load case 8), 15=-114(load case 3), 14=-365(load case 8) Max Grav 19=580(load case 1), 20=401 (load case 2), 21=348(load case 2), 22=392(load case 2), 23=238(load case 3), 24=902(load case 2), 18=401 (load case 3), 17=348(load case 3), 16=392(load case 3), 15=238(load case 2), 14=902(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-382/390, 2-25=-365/492, 2-3=-112/363, 3-4=-74/422, 4-5=0/415, 5-26=0/341, 6-26=0/421, 6-7=0/390, 7-8=0/390, 8-27=0/421, 9-27=0/341, 9-10=0/415, 10-11=-74/422, 11-12=-112/363, 12-28=-365/492, 13-28=-382/390 BOT CHORD 1-24=-332/457, 23-24=-332/457, 22-23=332/457, 21-22=-332/457, 20-21=-332/457,19-20=-332/457,18-19=-332/457, 17-18=-332/457, 16-17=-332/457, 15-16=332/457, 14-15=-332/457, 13-14=-332/457 WEBS 7-19=-460/68, 6-20=-281/267, 5-21=-229/228, 4-22=-286/214, 3-23=-167/117, 2-24=-726/543, 8-18=-281/267, 9-17=-229/228,10-16=-286/214,11-15=-167/111, 12-14=-726/543 NOTES (9) 1) Wind: ASCE 7-02; 120mph; h=35ft; TCDL=S.Opsf; BCDL=S.Opsf; Category ll; Exp C; enclosed; MWFRS gable end zone and C -C '�116 OF 114, Corner(3) 0-" to 3-0-0, Exterior(2) 3-0-0 to 11-0-0, Comer(3) 11-0-0 to 14-0-0, Exterior(2) 17-0-0 to 25-0-0 zone; cantilever left and right op yG 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. XUEG NG 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable L O `� End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. STRUG RIX L 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 4 5) Gable studs spaced at 2-M oc. STE- 6)' 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 Fa"lOgAl between the bottom chord and any other members. Ean� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 Ib uplift at joint 20, 107 Ib uplift at joint 21, 110 Ib uplift at joint 22, 115 Ib uplift at joint 23, 361 Ib uplift at joint 24, 67 Ib uplift at joint 18, 107 Ib uplift at joint 17, 111 Ib uplift at joint 16, 114 Ib uplift at joint 15 and 365 Ib uplift at joint 14. 8) Non Standard bearing condition. Review required. 9) Drawing prepared exclusively for manufacturing by Wood Structures Inc. January 25,2007 LOAD CASE(S) Standard ..,, .:.,::--t ,, .,, s � . : .. WARNING - VerVy deMgn parametem and R&AD NOTES ON THIS AND INCL UD&D ffiTES REFERENCE PAGE JM -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the i���° i erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Poway -Pe ---- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 N > 2 ° c -o �, o 0`- 3 N h c c U a) L a 6°o c� o>° o m E om =U c 0 0 a� `o o Q) u0 aiN c N.E a c o ° � ao °'� a) ° w. w � °U Y h m °'u`�' °} '53 L u} `o� ° o o ° $ a m `° ° ani 3 'o W o 6 C �N N°o c-° a)o °° O.� `c` ° O cE -°L a 0} �c �U -6 3a) T 6a) a)O pU O ON c` C C ° 0 O N•� c-- OU t N c^ TC �� d0 - O O L1U C1 U '^� �ON '^� Oa C °3� pZ OUB 'n� m0 UQ NL O. �� O '° 0° OCA 0 o OO NOCa �� '�°- 0 OZ 0— w° NZ oOU 'Om O_- '°° 9� c 4 a) (D0 °'> 3 CO°� °° °`o a ° ¢ .03 �° -am u6a� ° °0 mm °� m c mai O p�- 0) O O N �, --c O E c O z._ N- N S, E QN a C -Su ° ��oa C za) rn U°h o Ew a °�� oa wo °N °° ° E > > 6 u U O U'" °''-oc ma 2mt °Ya 3U `° a '� `oE oo °� c �°'°°' °c 3 9 4) 5�°`-�° 05 baa off`_° �° oa �o ?�__°0 0E �o ago �= `m t ooa) p- oU CL '6.g ��00 ro ooh o °,0� +.c �� °co �`OZ o o:� o� �� �°) o a�0 m a) Q) o�a°i E O ox Eo�o 00 �aui� oma° E° ��°� N� Do �u c °0 0 qac oQ`c.o RL� �O�'L �� o`m� 0 ��o �o mu a�' ° o '�a mu Lc o °o ° o�'c °�� NC3 �J 5 o }O � oa o��� mC aui�`m m a0E a•� oo m� �9� a0 'a0 00) U. uo a mem 02'� oa O O0 9�c �� ern} E °°° 0)0 �c �3 °0� °° 0m �� oN o'o` _ o2aUi Q`a 2 E, Z� x0`'000 U a5u2 Q} m� n� Ubu a5 �O�' o�- m0 U Oo �NQ woC DQ L Q O N LO10 N co C- O N M V h6 n W P N GdOHO dOi v s vU LO `c HO N a) a -0 � ; r CM dZj U Y r } M X a) V W L P c0 O r Z R b 'C O M 9-£M 10 V Q Q _ C U. -� < Q LU,. - 0 p.° Wz W o w t�j O m Q N LL. L c 3 U �� v W r W O, a10 a x In 10 C 0o O WQ F �; ,� o o �' C m 2 m Vr Z Q O (V ® W ° <n w U mz o �Q M 0 �� ® ode w 3 z� w oae w10 w W rn (j O >Q m d w� w 3 c L-zm r Q CL cNi U o Qy a ��-Moo o; l m W W W N W cl) C? �O �° I C CL 00 O � wr 3u+ p t o ad'0100, 0 I U WS Z V Q wMZM X U K r Q H U n D QO NOC HzW adW C w M° vo 8-lJ 0O z 0 W O* O U w (1) uj GNOHOdOi �a� Uz d U w°^.Zo'. j o} c N o p D O C� p-O.c a)} 0) �0 N c N 6U'�v c0`p 0L •. V �C a � °m a)o r m�'�o oU a)aa)° o� ooa Z t Com} Odd tQ�w N ���� CN CSd -0 a) L a) w a) n O O) E L p U ,` O w O) O oa) oa) c� 0o a�E_ oc= 3u -aa a2c}oa ~ d .0 Q }O- O 6 c �i 0O Q a N 'U C a) ~ U�� O N Q c� of �.00 ���� E�`o o c-0 ,�-aoo �Nj F. p-0a)O� �o ��a c°'ca Z �� ao°Q uom}}_2 u+ 'c ° N E 0 j c a) O- d E D OU Q O Ta)~ U U U N Q3 O C U O� -9 � 0 O N = O� 0 -0O C NNt ns-- �_� 3 �-O-O oa` c 0 O XO p E O U ) N E y Q a).— O Nt C O)� O Q-0 p° mom N•`c o°' }pa) U aXz).L) 0 -0 magi-0E°oma z � Eaa _ �� ��c �Q o-o_�o O u(Da� �p�E 0C 0() Z U �Q o '� w0 Q a) `) OU O C ~ 3 O} cn 0 = -C N C O0- 0 C °)0 �U �-_ •p O p O C Ki Z Q } a).9)15 O ® t= Cd (� C �.-0 oC Q Mw� oae �ZaOmcU O 0 U O w m o 0_ I I U G) N .� (' h J H Q Z X ne IL o . . B LU 00 �n Q W =Z mU LAN IL m • J Q coo Job .Truss �TNSS Type _ (qty Ply i CYRBLAIS/mjm 12/29/06 1002 I 11590218 432630 SCISSORS 1 - Job Reference (optional) Wood Structures, Inc., Biddeford, ME 04005 DEFL in 6.400 s Oct 9 2006 MiTek Industries, Inc. Thu Jan 25 13:36:09 2007 Pagel- age 1_5-3-5 5-3-5 9-7-11 14-0-0 1 18-4-5 1 22-8-11 28-0-0 5-3-5 4-4-5 4-4-5 4-4-5 4-4-5 5-3-5 >999 240 TCDL 10.0 Scale = 1:49.9 BC 0.49 Vert(TL) 5x6 11 5-6 OD a 410 %4x`10 11 a.uVI1Z 4x,0 /I 400 1-5-8 28-0-0 1-0-0 0-5-8 12-6-8 12-6-8 Plate Offsets (X,Y): [1:0-1-O,EdgeJ11:0-1-13,1-8-8j, [5:0-1-0,Edge], [5:0-1-13,1-8-8] LOADING (psf) TCLL 40.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud (Roof Snow=40.0) Plates Increase 1.15 TC 0.77 Vert(LL) -0.26 6 >999 240 TCDL 10.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.42 5-6 >783 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.27 5 n/a n/a W1111 inn Code BOCA/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 8 SYP M 23 WEBS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 4 SYP No.2, Right: 2 X 4 SYP No.2 REACTIONS (Ib/size) 1=1653/0-5-8,5=1653/0-5-8 Max Horz1=-182(load case 5) Max Uplift1=-607(load case 7), 5=-607(load case 8) 0-5-8 1-0-0 PLATES GRIP MT20 197/144 Weight: 164 Ib BRACING TOP CHORD Sheathed or 3-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=4581/1824, 7-8=-4364/1831, 2-8=-4305/1853, 2-9=-3587/1404, 3-9=-3513/1422, 3-10=-3513/1422, 4-10=-3587/1404, 4-11=-4305/1853, 11-12=-4364/1831, 5-12=-4581/1824 BOT CHORD 1-6=-1482/4001, 5-6=-1482/4001 WEBS 2-6=-1053/645, 3-6=-1025/2811, 4-6=-1053/645 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-M, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 17-0-0 to 24-9-4 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-M wide will fit between the bottom chord and any other members. 4) Bearing at joint(s)1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 Ib uplift at joint 1 and 607 Ib uplift at joint 5. 6) Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard WARNING - VerVy design parameters and READ NOTES ON TRIS AND JACLUDED RSTEE REFERENCE PAGE M37 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. lot �aLIH Of U4ss 4tyGd, NG I January 25,2007 ERV5iTok' 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 2 0 t N > E oc o -0 t)2 ° om 0E N °C C N �o N E O N V)C '�' o w c '� c O L � O c a -a p �� aci°0 3o °° ° °mai as acro o� o0 O U r C� T� C c C� p N U N17 a� NO -00 0C L`� Q. Z 0- '^a) C �� �0 rn 'aN oL ° mo °�o 03 cO�� oa o(D uia o o°Q o3 Nq) -0Q) 00u O O �a m7� ° 0 7 ° o °w T -a 'o E 0w U O O.- °'o oa rna 2 �t m c 3 0 3 �c -009 }aa C U-- j° _2Oo 0C }° SOc'ao o ooa) a) -o0) - c -a OO �`-° ox Eo -0- ao mU0 ooh ago "0 h� °co0 LL 0 �0 mQ�o �� aim o �E�' EE �u oma° _O O- U'^7N Xo OU .S D `p0O O La) aw '-^g° N 0 �O Q`�� Ny -a Od- o)� �� �3 -°on E tea)m- EaE C a j1 O o p 2>'(7D, � p 0 UO a) cL C O O — O ¢-0 ,3E.6 ZH a-oo U FL.,_ o� DC U U t C N m _ .X a) N C) C U '^ M O C } 3c O- 0) N •3 02 C � a� E o -a 'o 2 U CL 00 Q 4 adOHO dOl S 4U LO W w O d u 3r Lj Y r U 9 r 9 -EM JO U OC Z �r p Z W r n N W W m U Wr W OLU = m 0 r Z U �z c O >Q o L-ZM �: ^ „Jay Q 0 in m W W N Q W W 1 U OW L H Q\ Q C cn N Z G W r0W OCm eio ao zOJ O� pm= Mm XQr UZ adOHO dOi m� C U O C O Qo m ° -o_ m -0 C N p O 22 Q) C p E 'a .L°- O O 0j OC j O)N UOQ mL p• Ua) a� mai `o 2D o o0 oc o� OO- O ON p� O 7 O O C N N a) E -50 a) ° 'S.- 7 NN`^,,; 76 '2 U O pw E u o 0U-0 op U w 0 ON LC_ E O U L U U U : N Ili E a O N 0 O d C C D- 00- m o N M V CN `O o• o N > N Q aT O h^ M oe ae 10 ati d ww � N . N Q Lo - - O W MM.p,6 D 'O LO O, p wMwLu M U H Z N Ma�� W'qO O U cz��^ d U waw Za h N NN CL Z _.S p 6 0 a� 0 N X NON a) Q± 7 C n OU'� LNC a) U C C a O .c N av 0 _N N C •r O m Z c N} O a u! �C d 0 O .L) a) } Qa) N l�L O 0 c O �U c°}}o � O N } c7 N �o O U C O �a�E- a -0 0— C-0 0 O 0 c c cla N -•3 c a c U— O- p E O� U O C C �-0 Z° �++ NQ 'cNa�E C °' N a)0- 0 a) 7 0 0 Z NUa O C3 U oe O -0 O0•�a= o i�Qo opo ��U o py a`) o Q) -- Q 0 mL G c�oQ� ��o >�� 0 0— `E�� o O C Q U0 `� °ao ��U°} ° o � vi ZO U O c0 mCw '00 °d. O Z L DO Via) �O- DQ ,O r� co oz c0. U U M\aa _ 0 o uo NIn O �_ II o° m H X W � N W d cc LU e� WV d h OL0) � L Z _.S p 6 0 a� 03 N a) Q± 7 C n Q I. LNC a) U C 00 L_ 3 .c -C av 30 m 3 0 oy u! 0 O .L) a) •u >0 U 0 c O �U O •O W ° O U C O O a -0 Oo -c U U c E € -•3 c 0 N 0 O O)O C }N•�`a�pcl oO_oo'S7No cZEL oSU N ' U 2C •-'o) 0 t a).00 o 0 Oa) CN U a`) o > 0 mL o o E CZ mU Q 0m - oo O C 0. 0 C -t 1) p a) 0 ° o � N �a U O c0 mCw U ] °d. Cl L DO Via) �O- DQ ,O r� co oz O OL0) N Z _.S p 6 a� U o N N L n Q I. LNC F_ rx W y W u C O0 O 04 O W U a)-- A �U--0000�m 3 0 O .L) a) •u >0 U � } a) � 0 0 a) W -/ Ion C= a) W •— 0 N -E N - 0 � � I ora }} � I OL0) N 0 _.S p 6 �D} ` U o ora oU LNC o>a) C00) a)o 0C C3 c C v O)E . -C 0 U` �� O— 6� UW E 0 0 C N O� U a)-- A �U--0000�m Nor 0 O .L) a) •u >0 U � } a) � 0 0 a) ) a) 0 0) 0 -/ Ion C= a) W •— 0 N -E N - 0 � � C-0-0 o O V/0.-0 ora }} °a n Q0 E maoic oco� p c OUOod l c �Q O:� 0 c O 0 ON 0) 0)V NCUcc Ear }N•�`a�pcl oO_oo'S7No cZEL oSU N ' z CL Q i -P N a0 LU CZ mU Q 0m 'Job 'Truss -- Truss Type Qty IPIy - CYR/B�AIS/mjm 12/29/06 I111590219 432630 003 GESTR 1 1 ` L �Job Referenced - (� o tional --- — Wood Structures, Inc., Biddeford, ME 04005 6.400 5 Oct 9 2006 Mitek Industries, Inc. Thu Jan 25 13:36:09 2007 Page 1 7-5-2 ..__ 14-0-0 20-6-14 _ _ _ 28-0-0_, 7-5-2 6-6.14 6-6-14 7-5-2 Scale = 1:49.4 5x8 = 3 I 6.00 l 12 11 12 I 2x4 \\ 2x4 2 4 10 13 Chesterfield, MO 63017 9 14 1 5 W 1� -d p 3x12 = 3x12 = 8 15 7 6 3x12 II 3x12 II 3x6 = 3x6 = 3x6 = 1-0-01 9-8-15 i 18-3-1 27-0-0 1-0-0 8-8-15 8-6-3 8-8-15 1-0-0 Plate Offsets (�: [1:1-0-2,0-1-1], [1:0-0-6,Edge], [5:1-0-2,0-1-1], [5:0-M,Edgel LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 (Roof Snow=40.0) Plates Increase 1.15 TC 0.87 Vert(LL) -0.32 6-8 >999 240 MT20 197/144 BCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.40 6-8 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 4-8-6 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E WEDGE Left: 2 X 8 SYP M 23, Right: 2 X 8 SYP M 23 This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to REACTIONS (Ib/size) 1=1730/0-5-8,5=1730/0-5-8 truss fabrication. This determination is not the responsibility of the component/truss designer. Max Horz1=-179(load case 5) Max Upliftl=-607(load case 7), 5=-607(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-3000/1199, 9-10=-2891/1200, 2-10=-2732/1219, 2-11=-2642/1179, 3-11=-2477/1206, 3-12=-2479/1206, 4-12=-2644/1179, 4-13=-2734/1219,13-14=-2893/1200, 5-14=-3001/1199 BOT CHORD 1-8=-921/2552, 8-15=-493/1753, 7-15=-493/1753, 6-7=-493/1753, 5-6=-921/2554 WEBS 2-8=-787/457, 3-8=-352/1101, 3-6=-352/1104, 4-6=-787/457 NOTES (5) 1) Wind: ASCE 7-02; 120mph; h=35ft; TCDL=5.Opsf; BCDL=5.Opsf; Category Il; Exp C; enclosed; MWFRS gable end zone and C -C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-0-0, Exterior(2)11-0-0 to 14-0-0, Interior(1)17-0-0 to 24-94 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 MW FRS for reactions specified. SRH Of ,qs 2) Unbalanced loads have been for this design. snow considered 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-M wide will fit between the bottom chord and any other members. XUEGANG -� 4 Provide mechanical connection b others of truss to bearing late capable ofwithstanding 607 Ib uplift at'oint 1 and 607lb uplift at'oint I Y ) 9 p P 9 P J P 1 ce n 5. �;, LU 5) Drawing prepared exclusively for manufacturing by Wood Structures Inc. '.! STR? NET1 `� LOAD CASE(S) Standard January 25,2007 I WARNING - Verify design parameters and READ NOTES ON TAB AND DYCLUDED MITES REFERENCE PAGE MD -7473 BEPORE VSE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown `J is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the hdit'f�ek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. _ Chesterfield, MO 63017 ® t Q% > E o c o Q H p T}O > -O 2 N O N a) O m a) c N CA O a) E ° N U CL 6N �E E �' 0 o t u _� a° �c Ln E� �Uw °? �3 L U °^ °c°- of 0a O C U O C Nm ° 3aa)) 0 ° Q)o as o`° 0a oa Q N c -Q OU O c^ aC O c aa) 6 0 p N O O a) 0 0- .QIz 0L c 02 Q a 5 3a oQ u° �> ��� 'LO as �-'' m°`O- 0) ?�H �� N-0 .m`0 C ° 03 ca 0m oa ° o°Q �3 a°) -oa) O°m .2 a) O ] '0 .n Ow A� U p t>o'm 0 c: 0)ui � 2alit L°-) �u� 3° �a moo- :).a (� OO_ � E�.°� ro ooh o caa))0) a)c aci° Cc: -0- 0 0 CY c } 0 O ox 0) CL t- n(Tb `o 6Em �c mU, 2� a ° O O a_ u�5� Xa ° c aoo -° Lo a �o N h. -- 0c° ��a)°) 0E a) a) acc oc �� �'` 0020 E 0 2 0 0 a) 0 O Q) a O c °U a) a) t 0 t a) O a, �3E-a z-, a'°a U moo ow D� » U2U L C) N M V h 16 n 06 O- - 1� L c a) N X N C 0 w o c} C0 0 C: C: c3 0 ci C) C =o 00 4 ,O GdOHO dOl V 5 40 LO UM Del/ U Cl) 9£M 10 U a- 0 O GbOHO dOi n co N} N O aC: i U •O O U O .0 ai Q 00`o Qom} N U c �c 0 N U W O 3� Uw x u� UQ cLL W OC Z W O W L _ Wix ~ LU Q C Z Z Y Q r� �N OC N W N Z� W I^ r V W W H m i2ZW Z011LU LU O RQE O N I - 0 r N W CC Q N W be 3W z Q H N DW nc in _m u OL m o3 ° U� L a O N h C 0 •c a c ° j U C 00 ° '0 v.0 0 o m o0 30 L c U Ec m U o .3 ° ° 'u CO ^L O N 0'c Q� U N c o 0 a a a V 'a 6 N L j c a a ''U -O p c O m •�` a of m 0 c E€ �• c3 ° .° me °� E c �oai mm c 0 a) n Z .°) + °' m a) ° E Cl -0 oa o 0a) °o ° E , ? }ai N -0 c O N .c7 ° NC OC 3 C ° ocO O a)E -a0 a)0 'S'" c 2.9; .9'c a50 om '0.- a6 1Z a)c o 0cQ cO _ oc_ N N h 0 -d 0 0 0 p O 0 0 0 t L C 0 aa)iu E'0 00 00 0 �cm a�,°' CL �a-a ac- UE uo Em o� a °Em rc E� 0 00 ° �o� D ��=u °U Via) c ca ° ° .g -0 � C Q 0 a m 0 U D O � S N D- S O C N M h d n W P D N a U- aL5 Ct }COC0 °m0 E} 00-5 Z No N } 0 2 U� � U �3°.0 J Q O Im IL. d Q W 0 � Ot U a U � 13 W OU oe U d co N Nto co < CJ o' CL1 W O w CT W) M c") ° 10 7 0 W � Z M M0`00 O _O �(Y)L� LuLO wo^.Za, -NO) - U 7000 0 cQ c •� O 0 .c�c N rn C O c Q w U U E U O 0.07 0 xU UN 0-'0 =p T� c Q O 0 L 3 --7 n n �u G N N N N 2 •`UQc7 N� OU) O X C Z H N O C �-0 N N» 0 0 c U 01 0 0 p c- cUC=a- L O U .` Ut _0 0)>_- Z C } Q p.- cQ O- �U O— Ot 00NL Q30N�O)U: Q CUC�-O p p - 00.90 F. p..—NOa) Z C O O oC000.6-0 N W t.- h N E N= N `o ccQQ)oba) a� 7}_ N c -CO XO O Z O�EQ Q U ooQ o Q La Q) 00^ W m cZ mU Q Q m O O ® � Q ��V U P O _ WI-. � ,gp d AN n co N} N O aC: i U •O O U O .0 ai Q 00`o Qom} N U c �c 0 N U W O 3� Uw x u� UQ cLL W OC Z W O W L _ Wix ~ LU Q C Z Z Y Q r� �N OC N W N Z� W I^ r V W W H m i2ZW Z011LU LU O RQE O N I - 0 r N W CC Q N W be 3W z Q H N DW nc in _m u OL m o3 ° U� L a O N h C 0 •c a c ° j U C 00 ° '0 v.0 0 o m o0 30 L c U Ec m U o .3 ° ° 'u CO ^L O N 0'c Q� U N c o 0 a a a V 'a 6 N L j c a a ''U -O p c O m •�` a of m 0 c E€ �• c3 ° .° me °� E c �oai mm c 0 a) n Z .°) + °' m a) ° E Cl -0 oa o 0a) °o ° E , ? }ai N -0 c O N .c7 ° NC OC 3 C ° ocO O a)E -a0 a)0 'S'" c 2.9; .9'c a50 om '0.- a6 1Z a)c o 0cQ cO _ oc_ N N h 0 -d 0 0 0 p O 0 0 0 t L C 0 aa)iu E'0 00 00 0 �cm a�,°' CL �a-a ac- UE uo Em o� a °Em rc E� 0 00 ° �o� D ��=u °U Via) c ca ° ° .g -0 � C Q 0 a m 0 U D O � S N D- S O C N M h d n W P D N a U- aL5 Ct }COC0 °m0 E} 00-5 Z No N } 0 2 U� � U �3°.0 J Q O Im IL. d Q W 0 � Ot U a U � 13 W OU oe U d co N Nto co < CJ o' CL1 W O w CT W) M c") ° 10 7 0 W � Z M M0`00 O _O �(Y)L� LuLO wo^.Za, -NO) - U 7000 0 cQ c •� O 0 .c�c N rn C O c Q w U U E U O 0.07 0 xU UN 0-'0 =p T� c Q O 0 L 3 --7 n n �u G N c O •`UQc7 N� OU) O N•OU Q U UC C �-0 N N» 0 0 c U 01 0 0 p c- cUC=a- L O U .` Ut _0 0)>_- C NUH O D U � N a) = OO - a U� cQ O- �U �Oc °o+ -}pi; U 00NL Q30N�O)U: H3 Foot �-UCD ,U p, 00.90 'u;u E023 N N EO Oao� pQ-()E oC000.6-0 c;NC Opv)0) O)U acUcc -.E- 0 O D U U> >} 0 cZa°o v Q 00^ W m cZ mU Q Q m (Job iTruss (Truss Type TQty- TPfy ---- -CYR/BLAIS/mjm 12/29/06 Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 111590221 432630 005 I COMMON 55 1 14515 N. Outer Forty, Suite #300 Outer Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, 63017 Job Reference (motional wood Structures, Inc., Biddeford, ME 04005 6.400 s Oct 9 2006 MiTek Industries, Inc. Thu Jan 25 13:36:11 2007 Page 1 7-5-2 _ 14-0-0 20-6-14 _ 28-0-0 7-5.2 6-6-14 6-6-14 7-5-2 Scale = 1:49.4 5x8 = 3 6.00 F12 11 12 2x4 \\ 2x4 2 4 m 13 10 9 14 1 5 m 11P 6 - o 3x12 = 3x12 = 8 15 7 6 3x12 II 3x12 II 3x6 = 3x6 = 3x6 = 11-0-01 9-8-15 18-3-1 27-0-0 28-0-q 1-0-0 B-8-15 8-6-3 8-8-15 1-0-0 Plate Offsets (X,Y): [1:1-0-2,0-1-11, 1:0711-6,Edgel_[5:1-0-2,0-1-1], [5:0-0-6,Edge] LOADING (psi) TCLL 40.0 SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow --40.0) Plates Increase 1.15 TC 0.87 Vert(LL) -0.32 6-8 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.40 6-8 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 4-8-6 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 8 SYP M 23, Right: 2 X 8 SYP M 23 This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to REACTIONS (Ib/size) 1=1730/0-5-8,5=1730/0-5-8 truss fabrication. This determination is not the responsibility of the component/truss designer. Max Horz 1=-179(load case 5) Max Uplift1=-607(load case 7), 5=-607(load case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-3000/1199, 9-10=-2891/1200, 2-10=-2732/1219, 2-11=-2642/1179, 3-11=-2477/1206, 3-12=-2479/1206, 4-12=-2644/1179, 4-13=-2734/1219,13-14=-2893/1200, 5-14=-3001/1199 BOT CHORD 1-8=-921/2552, 8-15=-493/1753, 7-15=-493/1753, 6-7=-493/1753, 5-6=-921/2554 WEBS 2-8=-787/457, 3-8=-352/1101, 3-6=-352/1104, 4-6=-787/457 NOTES (5) 1) Wind: ASCE 7-02; 120mph; h=35ft; TCDL=5.Opsf; BCDL=5.Opsf; Category ll; Exp C; enclosed; MW FRS gable end zone and C -C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-0-0, Exterior(2)11-0-0 to 14-M, Interior(1)17-M to 24-94 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. *�tki OF 1145 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. s . o� XUEGA, IG —' a 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 Ib uplift at joint 1 and 607 Ib uplift at joint' LU • 5. 6; r, Ur Ti e 5) Drawing prepared exclusively for manufacturing by Wood Structures Inc. J LOAD CASE(S) Standard January 25,2007 WARMIM3 - Veri design and REM NOTES ON THIS AND INCLUDED WTEE' REFERENCE PAGE AM 7473 BEFORE ELSE. ®Design � valid for use with MiTekkccoenLnne tors. This design is based only upon parameters shown, and is for an individual g y g y p p building component. I Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTe erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Outer Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Chesterfield, 63017 r �J t� LV } E N > E 2 c o °'-0 QU }� o o ° �o 0 m 0 �aIL CP c o m N c° Qc V) m° oa oo o a° Qa oo °o cc S' CCL N E N 3N }2C, NN r �O pN ._O c O 'N^6 6�r r0 � 00- : FL9N p- c` 2c °•O °O j cO d) N O 2- .._-° m O n O @2. N° OE°°C°NZ N oc °N ° U C:O O °'° -o .9)� 2�t °' °c0 3° EE �a 5°� gQ LO a°) -No 00 3 �.� ���° No�a� °m Udo �° oa �o '°o mE �a �o me 0C `° 7c0.0 }o ooh 0 N -°o) `E ca O-6 �?� o.c a6 �4) 2m °x °4— '° U N .n OQ N N N OC O N N N .n O O N tL O mato Q)- aN6 m �E2 EE �U @m o�� ° �� E� oU _O N o° 'U�'S� xb 0�� 9 6N° O rN �-w so N"0 SOQD d� Uc N 6 0Cc .`°'c !E 0o0 E goo °° �° �'� Q°N a` NES -c OF E� y mN 3 O� N ° -'u °•u o L- �a `boa mo 'oo�° oc° '�N c° CN oao °-0 E°N a° o� Q'6 r3ED Zh d"00 U d.00 0 �� >j UTU ag -c 9- O°- m0 O O o Ci Cli v LL C CV C'7 4 h 6 n CA U adOHO dol GNOHOdOl Cn 0 CL O U O O CO LO 10 00 W LA O 3� LU Om Y H UO° GU. W I. 01LU 9 O J W j3 X W � W Q m0 zZ z J � J H K N W W H 0 lu W m H Z W Z 0 J W O Q � I -. O D z W r m W z a LU N W N K c�: ZW Q N N 09 ui O� Uz Z Q U 0 z U Q oe m r Q OC W Q /'O Q 't C14 01. O\ 10 w W O W 04 I� LO 10 Cl) O .'0 a � W � Z M Lhr,� � M 0, 00 O wC) LO W O^W . Z P "N°) Or- .9 Cc Q 2 0c-0 3°0 U 0 L .� 0C -0 LU E 6 O N � � aN � � �a) a) C O } t � O X :).g U�at C�j C c -DO= a O } W O Cl O E E� Dc C: _ N O C `o° 1515 U 0 O a Oa o° NL a •3 Oj �N U CO p 00 30 O 5 � •c L U ac orn O O C EE C3 �o Om L N N N N Ear °oN om 0=N tomN' °m a�°' N C — U SEN OVN O o t— Q N.CO >O° �Na wO.D 00 O, I O N D C O O N VI N T t2 7C rnrn � 0) �v N�OU oda) �00 0 . N o b) /. a) L0U•C ON p) X � O 0i U �-O N in N p a U�� o0 g N Q•0 a3oNom-0 N� ^3 C aa) Q) O N —0 NC'v 0 z r- C tea" Q) } in Y L Q Q) 0 z O c°}} O r0� c 00 N O } r N E CQtU LU Q C9a)00.9 O 6 E g.2 a) c 0p ? o�a��C ��� O�a a)D0Q aNcOa) p^ O a O Q 04 O U •O N rO sn V1 ` v/ N p � � C:T X � N > Q N 0 d u Cc: '� OU 0 LL aa) LLn 60 �0 H o� L OL F3}} Za! c o O .0 0 ® Q,,�� 0. O n U 00O N 0 oo H X W W WP IL VUI\i Z Q U 0 z U Q oe m r Q OC W Q /'O Q 't C14 01. O\ 10 w W O W 04 I� LO 10 Cl) O .'0 a � W � Z M Lhr,� � M 0, 00 O wC) LO W O^W . Z P "N°) Or- .9 Cc Q 2 0c-0 3°0 U 0 L .� 0C -0 LU E 6 O N � � aN � � �a) a) C O } t � O X :).g U�at C�j C c -DO= a O } W O Cl O E E� Dc C: _ N O C `o° 1515 U 0 O a Oa o° NL a •3 Oj �N U CO p 00 30 O 5 � •c L U ac orn O O C EE C3 �o Om L N N N N Ear °oN om 0=N tomN' °m a�°' N C — U SEN OVN O o t— Q N.CO >O° �Na wO.D 00 O, I O N D C O O .9 Q � C 15` rnrn � 0) �v N�OU oda) �00 0 . N o b) 0 cU c=� L0U•C ON p) U C 0i U �-O N in C O C� O N 0 �r0 U� a U�� o0 a) 0°�° C U p� a3oNom-0 N� ^3 a) �.O°dOCio•-Uo0a�ao0 ��EOaO N Cl- )c o mNaE caU a 75U c 0)0 0)� �ZZLOmOSU. O z Q CO .. ' NL LU cZ m U Q Dm Job Truss rTruss Type _ JOI:Y Ply CYFlMLAIS/mjm 12%29/06 I ;432630 006 GIRDER 1 1 -fly- Job Reference (motional___ _ Wood Structures, Inc., Biddeford, ME 04005 6.400 s Oct 9 2006 MiTek Industries, fi F 7-3-2 T 14-0-0 20-8-14 28-0-C 7-3-2 6-8-14 6-8-14 7-3-2 5x10 11 Co I 6x16 = 9 8 7 6 13 5x10 II 2x6 II 12x12 = 10x10 WB= 2x6 II 6x16 = 5x10 II 1115902221 Scale = 1:53.1 1� 0 0_0-0�_ 1-0-0 7-3-2 6-3-2 13-10-4 6-7-2 20-8-14 6-10-10 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the 27-0-0 6-3-2 283. 1-0-0 Plate Offsets X,Y :1:1-4-14,0-0-10 ,[5:1-4-14,0-0-10], 8:0-6-0,0-7-12 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and 6CSI1 Building Component 14515 N. Outer Forty, Suite #300 — Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. - _ Chesterfield, MO 63017 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.24 6-8 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.67 Vert(TL) -0.35 6-8 >951 180 TCDL 10.0 Rep Stress Incr NO WB 0.98 Horc(TL) 0.09 5 n/a n/a BCLL 0.0 nrnl inn Code BOCA/ANS195 (Matrix) Weight: 216 lb LUMBER TOP CHORD 2 X 6 SYP M 23 BOT CHORD 2 X 10 SYP M 23 WEBS 2 X 4 SPF 165OF 1.5E WEDGE Left: 2 X 4 SYP No.2, Right: 2 X 4 SYP No.2 REACTIONS (Ib/size) 1=4421/0-5-8, 5=4079/0-5-8 Max Horz 1=173(load case 5) Max Uplift1=-1980(load case 6), 5=-1811(load case 7) Max Grav1=4814(load case 2), 5=4415(load case 3) BRACING TOP CHORD Sheathed or 2-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 1 Row at midpt 2-8,4-8 This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-8825/3533, 2-10=-8096/3396, 2-3=-6786/2898, 3-4=-6848/2924, 4-11=-8097/3398, 11-12=-8361/3430, 5-12=-8616/3448 BOT CHORD 1-9=-3006/7505, 8-9=-3006/7505, 7-8=-2923/7472, 6-7=-2923/7472, 6-13=-2923/7472, 5-13=-2923/7472 WEBS 2-9=-6/248, 2-8=-1930/830, 4-8=-1894/815, 4-6=0/164, 3-8=-1940/4551 NOTES (7) 1) Wind: ASCE 7-02; 120mph; h=35ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp C; enclosed; MW FRS gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1980 Ib uplift at joint 1 and 1811 Ib uplift at joint 5. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2766 Ib down and 1175 Ib up at 13-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 5-12=-100, 5-13=-20 Concentrated Loads (lb) Vert: 8=-2371(F) Continued on , - , January 25,2007; ® WARNING - Ver(fy design parametem and READ NOTES ON THIS AND INCLUDED dfITEH REFERENCE PAGE MU 7473 BEFORE USE. RMEW Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the t ®B l��i �° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and 6CSI1 Building Component 14515 N. Outer Forty, Suite #300 — Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. - _ Chesterfield, MO 63017 1 M E N > E o C o ca Q h 0� N ° a)� a)= c 0 U(D 0�0 o)a om u o ao CL �� OLE -°N Q� `c_ u Uo a'u O a w� W N = Q) LU C 7 C ° L O N p C Cl a- C N ,.- p O �n E 0)u °} 3 C Uz o� o ate' a ° o o -0 0 �� a) C3 3m L° 0 magi a(L m0 00 00 02 a+ a `o- U N Q �'o Na�aO0a-'C °m a Qp>a) o)ja Uc a0) n3UC0m`2o o V) 5. -0 $ Ooo°°°°'rn°ZC�'a) o -Do ��;�oai°o'°o°- of C) ) °a U cam, �>°° 0)0)�za� m 0C. 3o E: a °-CO-a D oa }o `om o0 �•� �m° -oa5 }°a m ��o �0.9 ° oa 'o ��o° mE �0 m0 �= O '- O)•- a) a) c C -a n °-0 2 S c- °-0 Zp D- '= c - O 9a C' 0) 0_ - 2 c a-6 O 0 0 Q ° c 'o o) a) a C o c} -o 0.- 6 a) N U- O oX EO.Qa -a0 a)U2 e oma°' o° m Mu) °C°O 0 ��' °a aa) �o ma�O a°i� a�� N a)E°' �� mX 0)m o�'� a a)u E� °U O N o0 'U 5-C U ° -E E o�a ao Lai aw ��° a-° Baa aC- v°c N 00 °2�°) mE air E �0o c� °c �L- ID a) +� `D r°) E- N O T•U .se a) N _ 3 O � a) � _'U U'U p E ao `o°a 'm0 oar° 0c° a)° c° Via) 6ao po Eoa) as QO �3E4 Z� CL'o0 U foo O� �� >j UU aC -=,.c- 0- 00- LL QLL Q N IM V h 6 n CD G O N fM V E 0 00 4 GNOHO dol LO 14-cm-�O uUCh V) 0 NO 2 U O_ O H adOHO dOi N m C a) } Lo N O a C tri U O Q) U a ,cOQ 0 0 O � � U �0 U U uyi Om►� J � Z C LL W F CC Z W ? W �O � J W m W H W � Q � W � m (,� Z OF D Z o< LU J Q � J N Q Vl V! W = W N WCC W C7W Z H ZW OCC] �-J 0 L S� u > '^ a � N � Q a N O c 0. O t)0 06 4)� .20 N • a a U •- Q. -O p t C'CO m aa)0 E 0.0 'O0 E O a -a a) N Et C •�}pN a) t 04 1 Cl) Ol Ol rcli > N Q a 0L? P, �) m w� w d 04 Q Lp^^.O W •• MM'O O U O LU CN V Z � U O Ol W 00 W7 O U w Lu d U Wo.ZO0. OL c Cc O 6 C) C .Q C.0- 0 O0 O Cw U L E 2 O Z O .0 -6 U �' a 6 X j U 0 uQ)at > c (' C -0 0.-- Z_ U a Ce m J a ad W I- 4 J N T -c L O L_ U O a) } 00 N m ° N a) a a) u, -a O 0 0 6) >, 6 C: - Z 0 a� _D N-- a) 0 c D o - F Com+ C O O E 30 F- OV �Oa) Z NC a �� _p c 0 O O(5. N W ) .- in _N E a) 0 O n} o QOa O a'L Q� NO O ay a)c w c t N O Z O E Q� a UODQa W Q0 a -U Z ' ♦ a - e O o '3 a Q 4 ® a - ° a) C W E aj ad' U r a Oa) tea' V a,g 0m-0 o0 0U �rn c m ">O 0o W O 0- 0 t.fl.: OD °� ° 0. a�� �C3 N m C a) } Lo N O a C tri U O Q) U a ,cOQ 0 0 O � � U �0 U U uyi Om►� J � Z C LL W F CC Z W ? W �O � J W m W H W � Q � W � m (,� Z OF D Z o< LU J Q � J N Q Vl V! W = W N WCC W C7W Z H ZW OCC] �-J 0 L S� u > '^ a � N � Q a N O c 0. O t)0 06 4)� .20 N • a a U •- Q. -O p t C'CO m aa)0 E 0.0 'O0 E O a -a a) N Et C •�}pN a) t 04 1 Cl) Ol Ol rcli > N Q a 0L? P, �) m w� w d 04 Q Lp^^.O W •• MM'O O U O LU CN V Z � U O Ol W 00 W7 O U w Lu d U Wo.ZO0. OL c Cc O 6 C) C .Q C.0- 0 O0 O Cw U L E 2 O Z O .0 -6 U �' a 6 X j U 0 uQ)at > c (' C -0 0.-- Z_ U a Ce m J a ad W I- 4 J O N W O, O N a) c H O O L_ U O a) } Z 0 ° N a) a a) 03 a) 0 6) >, 6 C Q) 0 C -Q U Q) = a 6 a� O O°°+- - p 00Q)- o Q) 00 30 3 r O O(5. N 0 U ,� o 3 0 ay a)c U� a} c t N O U W Q0 O 04W -U Ca O U a -a N CuuO EE m '3 a Q 4 0E .00 mai ° a) C W E aj ad' E0 a Oa) tea' V a,g 0m-0 o0 0U �rn c m ">O 0o E� O 0- 0 t.fl.: OD °� ° C�m a�� �C3 O O)O o FL aFL O O C 2 C, 0 U O p p o>o O -a N O C �N o°O C SND- c �0- 0Q O N W O, O N a) c H O O} C) O U O a) } Z ° N a) a a) 00 O� p cU c )am a) 0 6) >, 6 C Q) 0 C -Q U Q) = a 6 N O O°°+- - p 00Q)- a3o�oM- C L p70 ia 00 a))� 0 O= U n QO E O O(5. N c a ON 0)-a)V y cU c c S a) vorn��ac O Q) a 0 aa)>> -O Zoom(Dsu t N 1 W u C O 04W ® a 1 m rn W m 4 C W e i ' c H O O} C) O U O a) } a)�,OU O> ° N a) a a) 00 O� p cU c )am L O .0 .` U a 0 6) >, 6 C Q) 0 C -Q U Q) = a 6 a U•9 a) O O°°+- - p 00Q)- a3o�oM- C a)t c 3 p70 ia 00 a))� 0 O= U >O -O � 0 > �_ C QO E O O(5. N c a ON 0)-a)V y cU c c S a) vorn��ac a 0 aa)>> -O Zoom(Dsu O '^ V H a �U5 �^ W m cn �Z mU Q en Fjob Truss Truss Type Qty Ply T CYRBLAIS/mjm 12/29/06 -- I 432630 111590222 006 GIRDER 1 1 ' :Job Reference (optional) Wood Structures, Inc., Biddeford, ME 04005 6.400 s Oct 9 2006 MiTek Industries, Inc. Thu Jan 25 13:36:12 2007 Page 2 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1= -240(F= -140) -to -3=-140(F=-40), 3= -240(F= -140) -to -12=-140(F=-40), 1= -46(F= -26) -to -8=-25(F=-5), 8= -46(F= -26) -to -13=-25(F=-5) erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. ■ v ■■ ■vow 14515 N. Outer Forty, Suite #300 Chesterfield, MO 63017 •J a N h r- t N > OC O Q N o00 `m o O �� �Nc c� �p N E a� =+U CL c ? o a) mwE o w U av o� c w c` o ° N as c a Ln E mu` °} 93 r u16 o^ o0 0�' aQ D �a) a° ° ° Na)as ma '6 Cc, sa U ND aa� LnO Oc `u; Oa_ 2n CCE ,C„~ pc -575 ga m -cod �° o `oEli Rc TZ 0 z a)'- N° �Z o`ou 3 rn5°o oo a$ c o ¢ 03 0o o. Vam U O � a�$ m� 2� °� a,cc-° 3° Eo -a��° -o.C- +aa iso oa 6 O N o - .-o Cc:) a)c c� n c�0°c� ��o o -o�`u� om x 0-0LL O ooa0.cn � Q)mX �Eo ca2o-a ) OL N aim°m�°) °aEcto�3 90� °o ° E a p j O a a a) U° O@� O c u 0) O c o c p a s E° Q -o �3Eo z. d -aa U moo o� �� >? UTU Do o LL C) N M_ -- V N 6 n 00 - 0: c m x N a C U - 0 c �- 3cc a a) H C C 0 C a) E a 00 4 16 ddOHOdOl s �o LO U M 9 EM 10 U CL O adOHOdOl N ao C t L O � N a) O a C N .U.2 a) U a C � Q 0-06 Q.0 U T.� C N 0C O U W yO 3:1 -- Nd I-. UW x u� U cLL. W F IN Iz 0 W W ago - ma g0 7 Z Z� J Q OC N W N Z W a W W H m H Z W Z _ � 0�= tea - > a v � N � v' v� O c C 0 O� U C _O d N R z O 0 z m 0 M6 Z W 0 LU Q N W 44 3W DE Z J \ Nad uj 09 90 UZ L_ _03 0) o O° Up L a a)N ac O �C 'a ,),o ° j � U C O _O av Ya 3 Q14)_ o a�° °� 3 0 'Y o� 00. Q� a •- ° C S �O p O O_U �•Q O o2U` a ac °� ° EE o3 a c: ate' ° -0' .0 -10) 66 CA - a o �c o-6 c -Q r— a)> c' co pN 2 a) S) Ear -6- } oa o o� o° a E� �, moo }� co a� api� NmN o2.c- a � 02 �EuE .oa o s•- � o° 2C >. Q t c3°0-om m� -c-t �coa) E cUaN�E �o m° £ C) Nas° g '0 -0 ° a) ,) -o u ccE ai aoaa�- 9 a cp 9 U U0 C S' 2 0 0 N N a� aft �s&' Oa m0 U oa O �a)a waO oQ _O 5 N a U •- 0-0 O} a) Cin O t Qa) 0 _^ 6 E— C V E D 0 O- oN `E�c =_C 09 a) -0 -U; a) X 3 0} N M h n OD P O N m Q O• a M L? ^ a w� w O• N N Lo 9 M M O'o 0LA? 0, w MM Z M 'T n 4 M O 00 O w m Lu wOOlZa p -C c U Cc O a aC-0 0 U a L - •C N o) C O C w Q U� E00 � a) (DC a x 0 o�.0 a� T]•C x N 2 U p- a) � X c � a) O N C Eta) X000 N � N 6 N a��m°°v; C a Z 7 � , � O70 O a U 0 0 V UO O C Nw} o o.- o} C D L-:o0)aa)~ C C F a cQ-0 c 0 0 0-}•Q Z O-0 OQ C) C) w oCpUC�,�a) �++ •c a) E , O } O O— >, O a-.0 > a� N O 0 �} cQ) — XO �� N Z o Eoc -ate _ Q OOQ a ° �. U u- a Z ' e O o ® Q- -\v W m �P CZ mU Q Q m O J W _ CL LAN N ao C t L O � N a) O a C N .U.2 a) U a C � Q 0-06 Q.0 U T.� C N 0C O U W yO 3:1 -- Nd I-. UW x u� U cLL. W F IN Iz 0 W W ago - ma g0 7 Z Z� J Q OC N W N Z W a W W H m H Z W Z _ � 0�= tea - > a v � N � v' v� O c C 0 O� U C _O d N R z O 0 z m 0 M6 Z W 0 LU Q N W 44 3W DE Z J \ Nad uj 09 90 UZ L_ _03 0) o O° Up L a a)N ac O �C 'a ,),o ° j � U C O _O av Ya 3 Q14)_ o a�° °� 3 0 'Y o� 00. Q� a •- ° C S �O p O O_U �•Q O o2U` a ac °� ° EE o3 a c: ate' ° -0' .0 -10) 66 CA - a o �c o-6 c -Q r— a)> c' co pN 2 a) S) Ear -6- } oa o o� o° a E� �, moo }� co a� api� NmN o2.c- a � 02 �EuE .oa o s•- � o° 2C >. Q t c3°0-om m� -c-t �coa) E cUaN�E �o m° £ C) Nas° g '0 -0 ° a) ,) -o u ccE ai aoaa�- 9 a cp 9 U U0 C S' 2 0 0 N N a� aft �s&' Oa m0 U oa O �a)a waO oQ _O 5 N a U •- 0-0 O} a) Cin O t Qa) 0 _^ 6 E— C V E D 0 O- oN `E�c =_C 09 a) -0 -U; a) X 3 0} N M h n OD P O N m Q O• a M L? ^ a w� w O• N N Lo 9 M M O'o 0LA? 0, w MM Z M 'T n 4 M O 00 O w m Lu wOOlZa p -C c U Cc O a aC-0 0 U a L - •C N o) C O C w Q U� E00 � a) (DC a x 0 o�.0 a� T]•C x C O c U p- a) � a) �,O N C Eta) X000 00 3uaa a��m°°v; U CQ 0 O V,U� O a U 0 0 V UO u O m}} p UN L L-:o0)aa)~ C C D OL 0-}•Q a) aoi_a E °oma aD2 a 0� oCpUC�,�a) ON 0) a)U C U C C a) o (D'9)t. c 000OS5-o cZFL0m(DcU v a 2L 00- W m CZ mU Q Q m rJobTruss !Truss Type 432630 008 (SPECIAL Wood Structures, Inc., Biddeford, ME 04005 Ply CYRmjm /BLAIS/12/29/0611159022310-tY 1�ob Reference (optional) 6.400 s Oct 9 2006 MiTek Industries, Inc. Thu Jan 25 13:36:13 2007 Page 1 1 6-9-3 13-0-2 6-9-3 6-2-15 5x14 = 3x121 -2-12 4 3x12 11 5x8 = 3x4 = 3x4 = 5 6CP Im 0 Scale = 1:43.8 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 6 SPF 165OF 1.5E REACTIONS (Ib/size) 1=758/0-5-8, 6=724/0-3-8 Max Horz 1=489(load case 7) Max Upliftl=-235(load case 7), 6=-400(load case 7) Max Grav 1 =884(load case 2), 6=844(load case 2) BRACING TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1082/228,2-7=-294/0,3-7=-93/50,4-5=-281/586,3-5=-281/586 BOT CHORD 1-4=-581/851 WEBS 2-4=-892/637, 3-6=-845/496, 5-6=-30/47 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 Corner(3) 0-2-12 to 4-5-11, Exterior(2) 4-5-11 to 12-6-14 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 MW FRS 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 Ib uplift at joint 1 and 400 Ib uplift at joint 6. 6) Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard January 25,2007 WARMW - Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEE REFERENCE PAGE AM 7473 BEFORE USE. 1-0-0 0-2-12 Design valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component. 11-9-6 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown p� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the ,y,l���° Plate Offsets (X,Y): 1:0-0-4,1-3-1 [1:1-0-2,0-1-10j, [3:0-10-8,Edge] fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer FoSuite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 630rty, 17 LOADING (psf) TCLL 40.0 SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow --40.0) plates Increase 1.15 TC 0.38 Vert(LL) 0.06 1-4 >999 240 MT20 197/144 BCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.23 1-4 >664 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) -0.02 6 true n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight: 73 lb LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 6 SPF 165OF 1.5E REACTIONS (Ib/size) 1=758/0-5-8, 6=724/0-3-8 Max Horz 1=489(load case 7) Max Upliftl=-235(load case 7), 6=-400(load case 7) Max Grav 1 =884(load case 2), 6=844(load case 2) BRACING TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1082/228,2-7=-294/0,3-7=-93/50,4-5=-281/586,3-5=-281/586 BOT CHORD 1-4=-581/851 WEBS 2-4=-892/637, 3-6=-845/496, 5-6=-30/47 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 Corner(3) 0-2-12 to 4-5-11, Exterior(2) 4-5-11 to 12-6-14 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 MW FRS 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) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 Ib uplift at joint 1 and 400 Ib uplift at joint 6. 6) Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard January 25,2007 WARMW - Verify design parameters and READ NOTES ON THIS AND INCLUDED AIITEE REFERENCE PAGE AM 7473 BEFORE USE. ° Design valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown p� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the ,y,l���° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer FoSuite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 630rty, 17 a� ® t N > O c 0 _ C)'0 Q U LLO�O > 'U O O O2 �- 4 •0 ° 00 -0 N i m 0 �; O) o p O) = U 'c a C CL ,j a°i } E -0 `c ? u p a } O '° OH c�W 0? �c ° L•° OC a° p� Ec N O o� v) E- mU a 3 L u o� o p� a ° �` O �� °'°� 3m � ° WQ) as m0 Om o0 0a) ° a `pw �• N'S o�� N O c� >,N c c c p a) '0•= 0 c L m� a 4)O D U �m°, �� oo p °3� °Q ua c> �Uc o� u` a pc � C a a 0 0 �-' 0) m 2-0- •3 �'� rno ° o O o ° 0 °3° coaLt l -Do Q- ao o°¢ 'o �O -°o0 °00 0� ma a)o) °m /O, C mO �p_'o� �� ^Zai rn (D- -o '30 � a °=°'p o° `o aa� 00 U Q �m O�°c Go Qt O a)0 ?OQ0 Lj,� h0 �� 'p- UO'p Oj 0O C• OC - mu a� �° o�p `� pa �o ?�_°o°o of no o° 'S= Off- O �cun -CO O.O0 0 O,o0) C -p C� C�"0 OC p0' LO NC) (i1 �' pX EOL- "0p SUN ODS OO �� 0 c00 0 �� O0 ".00 r� LL a N 0 �'� •�. O N E j c o u N O 0 '� 0 o U �'-U-o 0 0 O a) o -p° u�'50 Xo ° ,- per° oo LO aw _�° a° Sao °� �w N Oo �`°��'°) �E ��� goo cc °° °'~ �cn �o °'m= -C E� y rn0 " 3 o O u -'u U'u o j �0 2aoo mo oa° c at° mL cL C: (D paa 0° E°a oa r- < f—f•t� o �3E� z� �°a U aoo o� > » Ubu a. �� m`o Q O N M V N M V h n W P r adOHOdOl adOHD dOl LO 10 00 LU N O 3r he r 0 F U O° LUW r �z W O W G= wr ui ma �Z Z F' m OaC N W N Z� W OC ,^ r V W W � m ao F z W Z o J W O Q E Z O 0 z W m a W Z LUC L `c �L O) I U a C Eo 0 a . O C_ ° x C w O 0 - D T a �o c co _ ffil 3 0 m N C �-0 o N C N C O� 0 N m N Q 0 C} OC'�O 30 02 q. D } in N E °c w t Q N c o C 0 0 } S co 0 - O 0- a C�000 00 O E L).90 C ° C O-15 6 0OOa I O -} Do w e U ^ adOHOdOl adOHD dOl LO 10 00 LU N O 3r he r 0 F U O° LUW r �z W O W G= wr ui ma �Z Z F' m OaC N W N Z� W OC ,^ r V W W � m ao F z W Z o J W O Q E Z O 0 z W m a W Z LUC w Q O m IL 4 a W „ 0 � U a U 0 W O° U IL 0 M a 10 o' W o W c -i °. N LO ^ ^ .O MM.°. ��o' Ol 0 W � Z M L6 ^ � ,'IT C) waW Lo Zoo' gym°) o}.S U � O � C -Q C O N N o) E W E O ,-a TO~ C �}} a ax:)•U U�at .Q 0.- 0 o.- N Vf N 2 'E �L O) I U a C Eo 0 a 00 O C Q U c=� x C w O 0 - D T a C a O m N C �-0 uO O� 0 N m N Q 0 C} OC'�O 30 ZC O } in Y °c w t Q N c °} C° } 0- C 0 0 } = O E rd 0- a C�000 00 O E L).90 C ° C O-15 6 0OOa I O -} Do w e U 0 W a) °C Q� CO O O0� 0-, }_ �- O o a) i �°0- N a)) -r -0 Ear O �aC> o EOu >N �E�°' 0 C ay... xo H .� C 0 `00 -} O O oU aZ O E Q� UOoQa '� p °aa) N uC �E° 07 ate► o oa) O O ' O ;c— Zvo 'O 075 '0 a) 'CL N5 7C� _Od O m c0) aa� _ O> 00 p - Q ��< 3 U N a � i oa °'c2 V a)z o 0 0 N � E - I pO N C� O N W 4) W x J d 0LAN Z J Oi w Q O m IL 4 a W „ 0 � U a U 0 W O° U IL 0 M a 10 o' W o W c -i °. N LO ^ ^ .O MM.°. ��o' Ol 0 W � Z M L6 ^ � ,'IT C) waW Lo Zoo' gym°) o}.S U � O � C -Q C O N N o) E W E O ,-a TO~ C �}} a ax:)•U U�at .Q 0.- 0 o.- O U eO �L O) I U a C Eo 0 i 0 00 O C Q U c=� 6 3 0 - D T a -0000 a O m C L O OCE Om i o' m uo 30 •3 . 3 0 °c u c f Z td rd 00'O L a ° ac orn ° V cZ mU Q o 00 I O '0 Do w e U i E OO r- CA? c j a) i C > -0 Ear Oa) �w E0) '000 o° i t `00 }� oU 0) > �L o oa) E2 Oc 'O 075 '0 a) 'CL N5 7C� _Od m c0) aa� _ O> 00 p - 0)c76 oon 3 U N a � i oa °'c2 ��� a)z co 0) OL moo- o¢ 1ON m C� O N Z Oi I (D } M 0) F Q 0 d IL d 04 ® 41 Q ' ® 41 MW rn e � 0 d IL c' lu Y G O U eO O) I U a C Eo 0 O> O° � a 00 O C Q U c=� g O .- .` 0 - D T a -0000 a a E O Om C U O� a3o00� 000�� C3 C CL c a}-0 O OCE Om -Ua Qa j o C -(jC�� c=a) C aU 0 a)u h c C:- � c 0 0 0 D o cZ�o°°Osu '^ O Z td rd 00^ LU m V cZ mU Q o 00 Job Truss (Truss Type i 009 SPECIAL GIRDER ME 04005 9 6 13-0-2 6.9-3 6-2-15 6.400s 5x14 = i x 2, 2 5 4 „ . 3x12 11 2x4 _I I„ 48 = 3x4 = 3x4 = 67 m CP 111590224 Scale = 1:43.8 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 165OF 1.5E WEBS 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 6 SPF 165OF 1.5E REACTIONS (Ib/size) 1=1553/0-5-8,7=1252/0-3-8 Max Horz 1=489(load case 6) Max Upliftl=-629(load case 6), 7=-662(load case 6) Max Gravl=1812(load case 2), 7=1460(load case 2) BRACING TOP CHORD Sheathed or 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt 2-4 This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2398/661, 2-8=-468/15, 3-8=-116/100, 4-6=-471/1059, 3-6=-471/1059 BOT CHORD 1-5=-869/1764, 4-5=-869/1773 WEBS 2-4=-1940/958, 2-5=-30/337, 3-7=-1463/663, 6-7=-37/82 NOTES (7) 1) Wind: ASCE 7-02; 120mph; h=35ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33. 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) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 629 Ib uplift at joint 1 and 662 Ib uplift at joint 7. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 1 7) Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Trapezoidal Loads (plf) Vert: 1=-240(F=-140}to-3=-143(F=-43), 1=-46(F=-26)-to4=-25(F=-5) January 25,2007 1 WARMNO - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AU -7473 BEFORE USB. 1-0-0 0-2-12 Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 11-9-6 Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown;���° is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the Plate Offsets (X,Y): 1:0-0-4,1-3-1 , [1:0-3-13,0-1-121, 3:0-10-8,Ed e fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 LOADING(psf) TCLL 40.0 SPACING 2-M CSI DEFL in floc) I/deft Ud PLATES GRIP (Roof Snow --40.0) Plates Increase 1.15 TC 0.63 Vert(LL) -0.08 1-5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.11 1-5 >999 180 BOLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(TL) 0.02 7 n/a n/a I�cnl inn Code BOCA/ANSI95 (Matrix) Matrix Weight: 77 lb 9 � LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 165OF 1.5E WEBS 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 6 SPF 165OF 1.5E REACTIONS (Ib/size) 1=1553/0-5-8,7=1252/0-3-8 Max Horz 1=489(load case 6) Max Upliftl=-629(load case 6), 7=-662(load case 6) Max Gravl=1812(load case 2), 7=1460(load case 2) BRACING TOP CHORD Sheathed or 4-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt 2-4 This truss design is based upon the building code shown. This code has been specified by the project engineer/architect, or building designer. The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication. This determination is not the responsibility of the component/truss designer. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2398/661, 2-8=-468/15, 3-8=-116/100, 4-6=-471/1059, 3-6=-471/1059 BOT CHORD 1-5=-869/1764, 4-5=-869/1773 WEBS 2-4=-1940/958, 2-5=-30/337, 3-7=-1463/663, 6-7=-37/82 NOTES (7) 1) Wind: ASCE 7-02; 120mph; h=35ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33. 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) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 629 Ib uplift at joint 1 and 662 Ib uplift at joint 7. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 1 7) Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Trapezoidal Loads (plf) Vert: 1=-240(F=-140}to-3=-143(F=-43), 1=-46(F=-26)-to4=-25(F=-5) January 25,2007 1 WARMNO - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AU -7473 BEFORE USB. ° Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown;���° is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 a� ® t > o c o Q H p 0 0 N N O N 0 0� a`) E aCP u m E o u _' Q° au !! Ea Fro �� �3 . u5 °^ p° ° as 3a°i° o �o °� aCio o° 40 N•� C9- O U t N c� 2- -C c N} N N 6 O- C 6 p p w 0 0- -0'� 0- u U �_ �, a°° n Q c 3a az u-0 e 03 cO�a) 06 �O OOQ �3 �p �� Op(D L3) } o U Ob �°pa °'m '�t 0) °c�a 30 E° °tea o c p o } 4 i 9 � � O } Q Q N U j 6 () O a N 6 5 O O o o>� o a� C C-0 . �w D 2 c C- o -o T D- 4_ 7c0� O p0� p aCP `� a)a O c`C) LL 0 ox EaQo -6a 0UQ) t2 0-0 �� °cow °)a2o Q'6 •11 `m �E N� �X Via, a _O N o° u�'S� Xa ° C o°j° o rm N a ° o ooo n I 3o -0 C, oame moom° ohoo 0oQ-o E.6 zaau U do oZ) -E >> U2u LL Qo N M V h 16 Il� 00 P M r N � L C a� Y N UOxW m j� X •N N x0 C N � Q Z C _ 0 !fi 3 HC O " m OC Wso Z O a) O� ocaN c0C W O Z� C - a a) C- a) Q o - a H oN U; C > o C�O- USW Z a o QC Z a CD H0 W co OCm _= ' u O N� M U CL 0 GdOH0 dol GdOHOdOl LO N � L Y N UOxW 0 j� Z N x0 O Z � c ^} O O -0 o 0- 0- >- HC OC Wso Z O a) O� ocaN Z W } .- , (i) E Z� p� O a a) C- a) Q o - a H oN U; C > o C�O- USW Z a o QC Z a U 00Q a °o H0 W co OCm _= ' u O N� o }a2� 0O O C ° _ z 3 ° OU O y° ° a) U r a) of '^ O ° a '" N o� O -_ 'O � 2 O O .0 W N OH }`C}oa 0o c C i O N c O d a U CL 0 GdOH0 dol GdOHOdOl LO W VI 3� Y N UOxW j� Z 10 GL O UA~ W Z D O W W >- ps WW OC Wso U. H co Z Z Q Z� - LUQ N H W = W W V1 W USW OE 0 Qc Z QG yz H14 OW H0 W co OCm _= Off= -DQE u a) 03 O o -a _ a 60 O �} U aC.0 a�c0 of o0) _ a o 0 Qc 0U- 04 r vo 30 3 Cc OO o a� E C "6 N� o }a2� 0O O C ° _ z 3 ° OU O y° ° a) o C 0�a U C C=[L a) of '^ O ° a '" N o� 9 O �a`)E} 'O � 2 O O .0 p _0 N OH }`C}oa 0o c C i O N c O a O p` QU •OQ c .gym 0 °�'�0-- m�; U� OU 6 N) j �'^ Q .o [ Q N Q O Z 1.0 OCP u 0 "" H x)000}`O�•I p 2 .0 � D E a au)L c .at a� O O�pCU ' N N 6 a)70 CC a� ° � I c: -C -0 � �o rno 5 ca-0CCLC0. a)•-aQ� ° ° o� -a v+�C a) �_� o L=--.2 O E oaf p a� !3 Q)4)C00co�i O Q O 6 N a Q) -0 o N ° c E N >, O N O w U O 6_ �Ca 0 °� �° a)C p - 5 ; O �� �'0) 6 'c a�j p oho _� O0 'c� aU�0)0mt of '0;C Qa O6 o -0N N C c > NLS C2O 00 C3u ET y ������C)C nOi� -c a) _ Da -00 Eoo _ a0 O OOc 't -C a� ou EU°' aaa)>> n0 cZ��O°OcU, a a� �u 0 0 W6 0`0 °o -d o �`c p� m a� o N 2 o m u- 00) 0 O cu 2E o � 0- CL uu °m c CQ o 2.a) o a� �qQ oR m6 U 0O ANO_ uc w6!_^ OQ uQj m N M L6 6 K 00 P O N z } M ® Q N 'G W 116 N � v W H ar P� a p `1 O �Q M 04 Q O ® d IL d w10 LU al W 3 a Lo - o „ W M M 'o 'o I Lo - a U 0 Q�a� wMZM C� Y �• 0. N ^ � � aJ I U LO N a° 0 W M 0 00 O U oe C0 W d U .Zo0. wo^ a) OL.E O �} U aC.0 a�c0 of o0) _ a C c 0U- 04 O NON U -0 o Cc OO o U 0-0t o N � NC'v O t Q� u0 00 0 C a a) 0�a U C C=[L c� �o O �a`)E} a)E 0cw -C Uc 3°�'� N OH }`C}oa 0o c C i O N g C oQ�a� a .0 U- E O c .gym 0 °�'�0-- m�; U� a o Com,,; �U -a d N� a)�Oa Z ���- j C� aU9� 0 "" H x)000}`O�•I 0 D o� a) N O`p Q o � D E a au)L O .at a� ua) O 0 NL O�pCU ' N N 6 a)70 VV Xo0 Enda >y �ON� `E C � Q �c�� O._ 'a n� �3 �tc� ca-0CCLC0. a)•-aQ� ° v+�C C� L=--.2 O ��Q� �Q�Q Q)4)C00co�i 0) 6-9-0 c 0a m7�m 3 O E �Ca 0 ♦ O m ,- U c C-00:� c`^NC aU�0)0mt ca U y ������C)C 0D w aaa)>> n0 cZ��O°OcU, I) 0`0 W �v m o N 0 O H L Q cc Z CL 4. 0 Q �x V - OD - 64 * Q J uQj m Z vmi U C Q Co Date.1�,71111 Y. R T 0 4 TOWN OF NOR-VANDOVER -0� PERMIT,,K6R PLUMBING 7 1-/ This certifies that ..... .......... has permission to perform ................. plumbing in the buildings of �;' 5- . . -;'� --/?� ..... at .............. I North Andover, Mass. ic L Lic. No.. . 'SYXY!� . .......... �'. �e' . .�' Fee ...... ......... PLUMBING INSPECTOR Check# 7227 G I MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS Date ` Z/Z21o. Building Location S � `�« CIL 6' t Owners Name - A C *//1'5 % -P °'L Permit # ,.n / { Amount Type of Occupancy i✓i.� G / i f �i New Renovation 0 Replacement 0-111' Plans Submitted Yes No FUTURES V L (Print or type)p� Check one: Certificate Installing Company Name �. / ,J/� e J`Corp. Address ,no 11 Partner. Business Telephone � f�` (Q '(� p yy [:I-Firm/Co. Name of Licensed Plumber. Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy [- Other type of indemnity 11 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 ' ran ,prgnazure Owner ElAgent 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 Massachus to umbing Code td Chapt 42 of General Laws. By: ignu ure or Licenseaum r Type of Plumbing License Title � 3 (='APPRwnOVED (OFFICE USE ONLY icer um er Master Journeyman APPR Town Of North Andover Building Department 1600 Osgood Street, Building 20, Suite 2-64 ��SsacHus�ts` 978-688-9545/fax 978-688-9542 APPLICANT Charles W. & Carol A. Mc Allister Project: 25 Ferncroft Circle RE Family Suite DATE: May 9, 2006 Title of Plans and Documents: Plan of LandLProposed Addition, & Building Permit Application Please be advised that after review of your Building Permit Application and Plans that your Application is DENIED for the following reasons: Zonina R-1 & Watershed Protection District Use not allowed in District I Not in conformance with Phased Development Violation of Height Limitations I Si n exceeds requirements Violation of Setback Front Side Rear Insufficient Lot Area Insufficient Parking Violation of Building Coverage Insufficient Open Space X Use requires permits prior to Building Permit Sign requires permits prior to Building Permit Form U not complete by other departments Not in conformance with Growth BY -Law Other SEE EXPLAINATION BACK SIDE Rpmpdv for the above is checked below Dimensional Variance X I Special Permit for Watershed Review Special Permit for Site Plan Review Special Permit for sign Complete Form U sign -offs Copy of Recorded Variance Information indicating Non -conforming status Copy of Recorded Special Permit Variance X Special Permit from Zoning Board of Appeals Plan Review The plans and documentation submitted have the following inadequacies: 1. Information Is not provided, 2. Requires additional information, 3 Information re uires more clarification 4. Information is incorrect. 5. All of the above. # # Foundation Plan Plumbing Plans Subsurface investigation Certified Plot Plan with proposed structure Construction Plans 116 Affidavit Mechanical Plans and or details Plans Stamped by proper discipline Electrical Plans and or details Framinq Plan Fire Sprinkler and Alarm Plan Roofing F oting Plan Plans to scale Utilities Site Plan Water Supply Sewage Disposal Waste Disposal X Other Rear setback on shed if the shed is over 64 sq. ft. ADA and or ABBA requirements Administration The documentation submitted has the following inadequacies 1. Information Is not provided. 2. Requires additional information. 3 Information re uires more clarification. 4. Information is incorrect. 5. All of the above # I # Water Fee State Builders License Sewer Fee Workman's Compensation Building Permit Fee Homeowners Improvement Registration Building Permit Application Homeowners Exemption Form Other Other The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies, misleading information, or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department. The attached document titled "Plan Review Narrative" shall be attached hereto and incorporated herein by reference. The building department will retain all plans and documentation for the above file. You must file ew building permit application form and bilin the permitting process. 16 15 Building Department Official Signature Applicatidh Received Application Denied If Faxed : Denial Sent Referral recommended: Fire Health Police X Zoning Board Conservation Department of Public Works X Planning Historical Commission Other BUILDING DEPT cc: ZBA Revised 12.13.05 Form Denial Master Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the building permit for the property indicated on the reverse side: Code Reasons for Cenral Reference 4.121.17 A Special Permit through the Zoning Board of Appeals is required for a Family Suite in R-1 per 4.121.17 of the Zoning Bylaw 7.3 & A dimensional Variance from Section 7.3 & Table 2 of the Zoning Bylaw for Table 2 the existing shed may be required from the Zoning Board of Appeals for the rear setback if the existing shed is greater than 64 sq. ft. 4.136 A Watershed Special Permit through the Planning Board may be required for any construction within the Watershed Protection District. Location No. /q/ Date TOWN OF NORTH ANDOVER s Certificate of Occupancy $ A -A t� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ ao� r TOTAL Check # 7649 Building Insp�tor -, . TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING . ;,,<..•feir to tikOlit _ .t BUELDING PERMIT NUMBER: DATE ISSUED: 5V SIGNATURE: Building Commissioner/Inspector of Buildings Date SECTION 1- SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number J(2A— V `n,^ O t n J� 001 CA. 1.3 Zoning Information: Zoning District Proposed Use 1.4 Property Dimensions: L.ot Areas Frontage ft 1.6 BUILDING SETBACKS 00 Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 11 1.7 Water Supply M.G.L.C.Q.. 54) 1.5. Flood Zone Infomntion: Public ❑ Private ❑ Zone Outside Flood Zone 0 1.8 Sewerage Disposal System: Municipal 0 On Site Disposal System ❑ SECTION 2 - PROPERTY OWNERSIIIP/AUTHORIZED AGENTtO 110 District Yes mo 2.1 Owner of Record Name (Print) Address for Service 0 t4 Signature L� lephone ✓-''" 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Licensed Construction Supervisor: Address lj� Signature Telephone 4 Not Applicable ❑ License Number Expiration Date 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Sinature Telephone 09 M aaae• z O z M 90 0 r M r r aaty z G) 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 .......0 No....... 0 SECTION 5 Description of Proposed Work check alt applicable) New Construction 0 „ sing Building ❑ Repair(s) ❑ Alterations(s) ^, ❑ t t." Addition ❑ Accessory Bldg. ❑ demolition ' ❑ Other ❑ Specify ;; Brief Description of Proposed Work:- L-"'''r_2-oAoL1cL& A WpAer_))a*t__cLoL o Ste C ki c e � vv %-K +l ole r SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be Completed by permit applicant OFFICIAL USE ONLY 1. Building ✓ 115-00 ' © C (a) Building Permit Fee Multiplier 2 Electrical OCA U • UL) (b) Estimated Total Cost of Construction 3 Plumbing 1 _ Uc� Building Permit fee (,a) x (n) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5) )$:Q0Q - C%) Check Number SECTION 7a OWNER AUTHORIZATI N TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby authorize to act on My a in all matters relative to w k authorized by this building permit application. Si nature oi'Owrrer� 9 Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, 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 Print Name Signature of Owner/Agent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS VST2ND 3RD SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION_ THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY -- _ IS BUILDING ON SOLID OR FILLED LAND _ IS BUILDIIvTG CONNECTED TO NATURAL, GAS LINE I 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 Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of in: (,1 e S (neo c-(4 2 ir'u 6L. %0 (Location WFa I tii y .-V-C -r►ar), Signature of Permit App i nt Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector Town of North Andover L Building Department 27 Charles Street North Andover, MA. 01845 1gSACHUSEt D. Robert Nicetta Building Commissioner (978) 688-9545 (978) 688-9542 Fax HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION r'{ r 4/0 -co � �- Ab/10 Number Street Address Map / lot "HOMEOWNER Name PRESENT MAILING ADDRESS City Town g -97 = Phone State 97f- 49 Work Phone • The current exemption for "homedwners" was extended to include owner -occupied dwellings of two units or less and to alk)w such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor: (State Building Code Section 108.3.5.1) DEFINITION OF HOMEWOWNER: Person(s) who awns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures ac- cessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. The undersigned "homeowner' assumes responsibility for compliance with the State Building Code and other Applicable codes, by-laws, rules and regulations, The undersigned "homeowner' certifies that he/she understands the Town of No. Andover Building Department minimum inspection procedures and requirents and that he/she will comply with said procedures adTe�quirements. (I HOMEOWNER'S SIGNA APPROVAL OF BUILDING OFFICIAL Zip Code CA61"\.. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: Location: City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: Address City Phone # Insurance Co. Policv # Company name: Address City: Phone #' Insurance Co. Policy # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties olI fine up to $1,500.00 and/or one years' imprisonment_as.welLas_cimi.penakies inkefaun da_STOP.WORK ORDER..and..a fine .of (.$140.00.)aday against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature Date Print name Phone # official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensin ❑ Building Dept ❑Check if immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact person: Phone #. ❑ Health Department ❑ Other SUTTON STREET SERVICE ' "FINAL LY... AN HONEST MECHANIC"' ASE CERTIFIED /AAA APPROVED P Any warranties on parts and accessories sold hereby are made by the manufacturer. The above shop disclaims all warranties, including implied warranties of merchantability or fitness for the particular purpose, and does not authorize any person to assume for it any liability. LABOR TOTAL 29.00 OTHER .CHARGES .00- PARTS<TOTAL 3.99 SALES TAX .20; PD IN ADVANCE .00: PAID BANKCARD 33.19 0 O z LLJ CL? Q _ F - h W CC W C.3 La O 4- c 0 �E m CL Go z �50 �•m C o � O y C C.) CA.) •CZE CL C A W O C: o CD o CD Ea w... O _ r3 CL Go �O 0 o -- w$ tsCD D c_ fc r0 3 m� C � cc = CO CO3 h E� :cwt 0 m c 0Q C43 m O E � 0z 0 CL 0 WECZ O 7W C «. ca �m� s nom 0 E z h (A 0 ca M cm m 0 Cm C: QC fV m w O z O cm210g M 19iols, liv E L O Z CL O h C C CD I C C Q■� COD Q CD ■_ y O O CD 0 CD �3 m C O L MCL. O O. cma ca O f� C CO C3 'p CL. O d+ c Z m 0 CL C3 y O C ■ C c CL C W 0 (a 19 W W U) o � a a a a W a o w° N chi w° a4 U w o°4 w W a�' w a�' w rA 0 cn a, cn O z LLJ CL? Q _ F - h W CC W C.3 La O 4- c 0 �E m CL Go z �50 �•m C o � O y C C.) CA.) •CZE CL C A W O C: o CD o CD Ea w... O _ r3 CL Go �O 0 o -- w$ tsCD D c_ fc r0 3 m� C � cc = CO CO3 h E� :cwt 0 m c 0Q C43 m O E � 0z 0 CL 0 WECZ O 7W C «. ca �m� s nom 0 E z h (A 0 ca M cm m 0 Cm C: QC fV m w O z O cm210g M 19iols, liv E L O Z CL O h C C CD I C C Q■� COD Q CD ■_ y O O CD 0 CD �3 m C O L MCL. O O. cma ca O f� C CO C3 'p CL. O d+ c Z m 0 CL C3 y O C ■ C c CL C W 0 (a 19 W W U) A Date .... IP/ l...d Y... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ?Au I ' "t At S ............................................................................................. has permission to perform r` `� � . Q4 ..................................................................... I........ fl wiring in the building of ....O.... C.... . S � .--- at .... a. ..... /N N...�.....�.. �.......... , Norto Andover, Mass. 6S -3/a 3Q -9 A ( r6--,-•-�- Fee..................... Lic. No................................................,........................... �f ELECTRICAL'INSPECTOR Check # 1317o o "RI COMMON"ALTHOFMASSACHUSE17S' Office Use only DEPART7VT'OFPi1BIICSAFEIY '`J pID Permit No. ) BOARDOFFMPREVE MONREGULWONSM7CNIIZ 2 (al Q (f Occupancy &Fees Checked ' APPLICATTONFOR PERMIT TOPERF RM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSS S ELECTRfCAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) / Date Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described bel w. Location (Street & Number) �5 C'"�C Crra �-k C: rc (�o Nnp nwa•e� m Owner or Tenant p� w C �-t�e S oN ca,% i S 7/ " e k'. Owner's Address Sa w -e_ Is this permit in conjunction with a building permit: Yes ElNo (Check Appropriate Box) Purpose of Building t„ �e,� \ : n Utility Authorization No. _ Existing Service a� 0 Amps Q1 Volts Overhead Underground No. of Meters New Service Amps / Volts Overhead ID Underground ® No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work 'sr fav, u,�, C%, r (7 V\ No. of Lighting Outlets No. of Hot Tubs No. of Transformers Total KVA No. of Lighting Fixtures 3 Swimming Pool Above 1:1Below Generators KVA round ground No. of Receptacle Outlets ` 57 No. of Oil Burners No. of Emergency Lighting Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained Detection/Sounding Devices Local a Municipal Other No. of Dryers Heating Devices KW Connections No. of Water Heaters KW No. of No. of _ • Signs Bailasis No. Hydro Massage Tubs No. of Motors Total HP I OTHER• ] E=KeCovaaga Rn= ID 111CMgmMI=ofMwohimGet laalLaws LTJ IhaNeaarnatLiabtkh mncePbkyin bJMCori lei OE=oris Cow�qporr,subftldequi� YES NO Ihawabrrmbdvardproofofsa=totheOffiM YES IfyvufuNechedWYES,plea9eindtcateth Mxofcovwdgeby box BOND r7 OM -ER (Please Specfy) WodcroStart IU-i�I- u�{ Fstirn&dValueoraxticalWodc$ II (�hspeMonl7 R Rough �U- l 8 - V`l E�1 sigrxdund2rTrnmkiesFIRMNA1vlE ��PGv l U � °` s S IioerwNo. 3 12 1-' IE L;oa�see Sigruure 7 OL4,4 41'� Li=W 11 o ;� Busirm Tel. No. a q1 b �C,r e- 0ccrw N.k-A 0303 Alt Te1No. OV,'NER'SINSURANCEWAIVER,Iama drtdrL=wdoesnothavetheir>sumxoDvgageoritsatstanialegrmiatasragmdbyMa%adusmce dLaws si on this my gnahne penntapphcaaon tfisracltnranaY (P the one),Mer Agent c� C ul Telephone No. / "�%S"�G �, PERMIT FEE $ 6 signature or uwn,7"�� r Location 2 No. Date ,.ORTPI TOWN OF NORTH ANDOVER o�"'Go .1..,h0 o� • , O� - - „ Certificate of Occupancy $ + BuildA6F 'Me -Permit Fee $ SACMUs t� Forun�dafi�nitNeT, .; ;.Fee`.a j $ 0 ht a Pere" $ Sew*Nnnection Fee $ - Wat� -conlZ*4*3 $ TOTAL NNW 11 r , �' j Building Inspector `'% r Div. Public Works PEaJt�'f No. APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. ,m PAGE 1 MAP d-40. LOT NO. I 2 RECORD OF OWNERSHIP IDATE BOOK PAGE '. ZONE SUB DIV. LOT NO. �I LO11 CATION @5 FeaN ry.nog* q_,Nq �.:+W "S „ RPOSE OF BUILDING WNER'S NAM NO. OF STORIES SIZE OWNER'S ADDRESS 11J t� BASEMENT OR SLAB ARCHITECT'S NAME [��i(1 SIZE OF FLOOR TIMBERS 1ST 2ND 3RD UILDER'S NAME SPAN --- DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET 1b Q} POSTS 'DISTANCE FROM LOT LINES —SIDES %1 S ..� REAR t`77cc 1 ` �. " " GIRDERS AREA OF LOT ��j I FRONTAGB7!_Zy "1 SUl j,;r HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING x IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS SEE BOTH SIDES PAGE 1 FILL OUT SECTIONS 1 - 3 PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PO' MUST B//E__FILED AND APPROVED BY BUILDING INSPECTOR QrXT4E_FILED l9 ` oj i — 0, 19 SidITATURE OF OWNER OR AUTHORIZED FEE PERMIT GRANTED _sl 19 �3 � 13o2 1,26 –'OWNER TEL. # 97S - Q (�3p�9 CONTR. TEL. # $ CONTR. Lic. # 3 PROPERTY INFORMATION LAND COST ST. BLDG. COST '7 0 `� EST. BLDG. COST PER SQ. FT. V EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN wwl&"9m%o insrK:TDR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY STORIES MULTI. FAMILY _ OFFICES APARTMENTS _ CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH 3 1 2 13 PINE CONCRETE CONCRETE BL'K. BRICK OR STONE HARDW D— PIERS PLASTER DRY WALL _ UNFIN. 3 BASEMENT AREA FULL FIN. 8'M'T' AREA _ 1/1 1/2 FIN. ATTIC AREA N_O 8 M T FIRE PLACES _ HEAD ROOM MODERN KITCHEN _ 4 WALLS I 9 FLOORS CLAPBOARDS DROP SIDING WOOD SHINGLES B _ 1 2 3 �_ _ _ _ CONCRETE EARTH HARDVl D COMMON ASPH. TILE ASPHALT SIDING ASBESTOS SIDING VERT. SIDING STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY BRICK ON FRAME ATTIC STRS. 6 FLOOR (- CONC. OR CINDER BLK. WIRING STONE ON MASONRY STONE ON FRAME SUPERIOR I- I POOR _ ADEQUATE NONE 5 ROOF 10 PLUMBING GABLEHIP BATH (3 FIX.( GAMBREL I MANSARD TOILET RM. I2 FIX.( FLAT SHED WATER CLOSET ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR _ TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. & COLS. STEAM STEEL BMS. d COLS. HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ 10 13rd ELECTRIC NO HEATING THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. l P 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 local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: Phone LOCATION: Subdivision Assessor's Map Number Parcel Lots) Street St. Number ************************Official Use Only************************ RE DATIO S OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected Comments Town Planner Comments Food I spe toEz -Health Septic Inspector -Health Comments Public Works - sewer/water connections - driveway permit Fire Department Date Approved Date Rejected Date Approved Date Rejected Date Approved Date Rejected Received by Building Inspector Date . _ - .. is 4 1?_ d.: _ . ' _ yw......... y/ Yr T r ^ `<. � I ; .J, t .:. ,yF,- � s,3-� xd` ,y.`S hl r ;.' rt:14"i..., a i y r y .. . . - - x. " iii` f, {S 1%Po- raiyy h, �', a 4 a '_, t"' 4 s - ,yM 'K ..-. ,3. �.. f A 16Y.iis , .r^- f•t •1 -,.lw r . :Fr _ + . i y-+, f s sa € +S ;, x t .. t. 1 J P;1 t� iY", :i iti A I� 1 7f 'x^ • l \ F x iii. 2 a ,' Ax JSP 3 -,A F s sj ; "�' 1 $ �, +tile d w ;• °° .. P 1� w t s ,. x 1 ' .- � ', i' �{ } ri\. { s ,�, s ; x % fi x '� i 4. H k�,. {r N t' c s t d E i + 1. a z - r �. /� , _O R . * F, _ `... s a �'.' AF .. I ',n , , , �?L s1Y � r t < 4 1 '� �q - } q, 1 v 1 <t y'F P a kJ t.., i za:i gt r'r{ a + 4 XP Sl ✓, � �,�� s t s :O % , a ., \ y R; x � ¢'int ws w r v' t W.. .» '' w ' J r n k r�} r 1 m c i}fir. �I/_}�+,t t r; x ; i' �,.>>" ) a -: x '�' ,,f.,s J4 x :3 :t v' 0: Du t w';f I ' - - ',...1 r ..4 Nye i+s ,.. "� � 51t , C s!�1 -� �� - •I - 'x^` a •.', {- rat, t °Y I. .. - ]} > a �1 ; - I \ + 4- Mr d -z�1 { N 1 " t t��� xr N.'. $ q,. r.. ' a n_t a1 1 , s Y l 1 i u a 'y w i � > t, 4 �e !S \' > 1" ' t �� r a - , t 1 a. `ix .i rt41 1 s,.ar k �Ft1� Ylf�t1 it 4.,<?, r .� .. - ' Ylw(.p. L'4-... I , .r.w,� ,� .",y 11 4 6„'x ..,,y„'” ,` ,�....+tl��3," ��..iI } 1 , //�`vv ` J "'.il,.rcy"a.. ` .•v w y t .,.? a y : .�.1,.. « s t +,€� .} S i �, �`: PR 1 jk +iiF ,4. i 9 e O a v s i a� t.� t e3 f a - y r _ \' t F i'•ti i. ,;d 1•t ; J7' ' �" r «. r r .g. + , \z .n x16 + # r � Y `I . s 4 c } y. e., TMg«S' t. y 1 V t: . t'.f xi'. ` r' ? 4f ht" k s¢b. t > + A # .. F \ r q - A' a rt .yj s v\ i.'. a . # i ts�? :t flu �Y.s ' w _i t, - +` ':,�EaD m ?fP, [f }e�..a'4 4 ...�''"'VVVVV '% r} r, r C c k �,� S 3tr,s t r *. t _ - n: J 5 S 4 ; t I y, S J iy' f '} 3+ c P r ,� Vii" ,t }. �A d a n 4 �n 1 A `„ r c r k l`. 1 y,•1 3F f g,�d,gdct + k' t s a ,. i.1 w yD�s ,. 1 sib,n fi'k t �c � � '"�yv< ?: � .. j P� 1 Y$ < s x W Y }W ,.f r n � Ipl�:.arr f 4 ;, � 3 r}; t r ',:s r, S u w ` '{ . IzW. `� •?� � v y;', 1 • at . - - ';y ra -... ems. 4� Y [� Yf�<�j s i of + '.i 3 � 4 r.' C\": r sa � Sst��l f" . 5° a + s 'j k �. c3 .fid i } 7} t 3 D:4: Z , t •r a �: x3 -t 4 sy Jr x :.ix�h iso t i r"'. i ,: dr �qqtv t i i '«vim } r 1 .y«� fi F S »k*• .. µ+ ..,1 t } . f n„ rya D i 2% , . ; a. yw 3 r:+'.z a " x f .l- I A it ^; � , ` . . ,*a r ;Y J T J' 1 1,,5 y t a' ar l a! i s A 4 - - � �' ',V� s^ i ;, e s, ka k, lJ�{ ' 4F� YI r ,w� t x ; (% at' , - - - 1 ,, � }1 r: q k �i f* a x t P `"4ua. s:t,. 1 fx „'4'a,,r..n..k ; t ��.. vl ro}`✓k`a�'w'"n`'"�.ia*-�' '"'`` S` 'F :. r. - 1 .� zeP, a a�=' fir$€� f§ rr��tfi die t;�a.WA �'xst "'*ti •� '\ w F ; ,.i SSS 'iA" x fit'! , 4� � 'e.,, y- «V,Dt s Y m £\ #'W a - s a a, a .Y" . S `+ a t a4 r'r : i t y, F*f t a 1 j a ,w .. , ,j . , .f t , _ A gtff tet. , ,, i ' r� I n ° v a,� ,} r ss t yq ,J .,a' '..i` r y i % r `<i , -. i a t; : : , �gg +h . � '�i ,f g r t + � t x y t _ f; y ex ! x r'r+p,?#Y ilFr ',u '1 0 - -r y I?.' ,� 'y- s�` � 1'' '• P�s c' rx E 1'�i� + '+'ti a' ($ yf dry #ro a f r f _, ay - � ) 3 S s a f t W d ,e a �'a !� C` P ?�y t.. t + . +� r �.ii r€ :: >fF sf v - !� �1,�� , a ° fr - j r ,4 rtl i5Yf _.��, �� xz, ��.�i�Y Y + -�s s+ ?� rP .. rf' t :r K a *za ' `, c kr r, � r, Q F J n e �� $ ti l r. r � 0 1 1 } h� 1 W T h ^ J �,� i ' "� 1. d •aye i - r �#d ""l� � tl �Jg , -y a t... n 4� - �,y?,r Y`Y.. v+ at $ + w ,a7F ,�� Y i -'' f<S. *t y �`' S� Y pf a a t : 4 i' a 5 :, f i a� 4 ry{4 w wf r. ±F�Fs+� f. • k zP �} Q ° w>T 1 J ` 3 - I � r� r, , . � ' 1� t '� Y ''�fsy�,'i ��{}I,' + � # �i, . � I f,- � Fn � .�# {1 { � Pyr r r + f r si n r. i L 4 k4T £ # �_ Ap '+tnr ;'W .�r 5 S i y+ H :S' . i j �f f i �"; b1 Ii.A. s ✓,.. M; F"4 FY i tD ry $Igr. Y 3 { i T-) � i - '.._I s r n P �M(Y -,,;. i tea t1 a s �� � a.,. „ a.t � . 1` t'•r '" K.. `''sr •ti f. �,+i +I<t{ �{ a14 s} k i i 4 ! ,4 , a V t .5 F S 1 a { a'` �? -'U a {}y 5 } Ir '? 'a `i �, t + h n a ., �I '. i ., % :. i t :X PP Y i tS�ii ii 'g 3 „� 5 a� a . S s s� w ( tl'1_ c a , �J ti a s s . i _,} exry "i�x ""y' ti'klSl� : ha �, °x .d �sJ'"SI 3 + S .s x N .f -'` 4'' i' & d .�ti'�>7 4 Q Kay `4`i :y *r3 fi {y�3 i,M (.'.; `• �3' { F bx _ s. ¢} F a + y- zti� `a .:,s1,+!�Yk,° sn 7 xp,+y } (_ '� i`� -. Z� t•« f+ska .k t A�.P!,�}lig#{ yj'y `,sp^ .max ,} '7 Y i k 4 1, . F C S: V I b1, 6 -'x+l '*`n.} . . ..µ K Y. ".: - , . 1'£ , « sr +f..-, , a x�F`n ,..:,ae `Y :i+L,l(rl r.r S'i �+PJax <n7a•.. .•a�' M,...., . f , . ;?, ��, .,. i 6 4. m..__ x . , "4;, 4 ik.+x=,... ",; r«Y��` �.t�n, ,1�:.+-�w� �' .,� ;+.,k.;. F.arri5tty. * x - w � . 1, ps S� + tbw •Y,, e� v r ysu ` �A��o;. � �►�� ._,�....,,�,,�� { tom•„ s� , �,`' s � 1� Vr �M • A�7 O a) 72 N L_ Ncc J uJ N �, o a o T� L �_. 3 - oy Z CL ° m .c" o E o m� Q r L> c n w o 3 Qa0 Dc �.o o a to a�f0 1= O Qd m._ a N oN LV _ N O M O L O O 000 Y W p Z N �T, am v E 0- a W a Z m: iv r a c ° 'o aCi Cj)c °o a) n o N 3 n O C Z Z �'-^ o° -0 ami a m m aD tv KI O 0 O: _ � m m E v a o E o _ o Q. •� ��W oN nm a° `c°E �c `-°mc r� F- = o) N a) .E E E N o E c o o L m LLI a V Q -E °o � 'E E E rn o °" v; a y 3 H LL W' a m m m mo a �mL 0 N c o O o 3 N a o o ¢° cn �° ¢ E cn O U W N M y N 6 n co a a Y cc w 10 CL) r C N J � _T C � I c° >� —_ OU m C: E J O ,5,o N N O C_ (1) J J N >m a > F- E E 3 :3 _o E a) N .E LO Q a) c Z o ami a cn 0 Q 0 0 v � � W J Q ��0W w U QQ=U NJ f -Q J W m mQ3UQ UQ(Z Z dNU� JL W► -a QOUOn 0. QU�w uoZQ J J Z o 0522 LL.mF-Q 0) h. h 2 W W N OpO� co Wv�c� ah\O NIts. V O a h h J- FAMILY Pools & Patios, Inc. Sales - Service - Supplies 92 So. Broadway - Lawrence, Massachusetts 01843 Telephoner 688-8307 01 NAME �:. , y"i DATE i9 ADDRESS CITY -' STATE TELEPHONE Res. Wk. •PROPOSAL• We propose to furnish and install one swimming pool for the sum of $ The price for normal installation consists of: Six (6) hours digging time - Installation of pool with filter and wall skimmer - Backfilling and rough grading around pool not to exceed six (6) hours or one (1) trip. /The price does not include: Any electrical work - Excavating over six (6) hours - Backfilling and grading over six (6) hours or one (1) trip Blasting or jack hammering for removal of ledge or large rocks - Re -seeding of grass around pool Trucked in water - Patio around pool or any accessories, except as noted below - Additional fill, If necessary, for proper backfill or reshaping of hole - Disposal of large rocks - Disposal of stumps //'Stumping and removal will be subject to an extra charge. �,,A water condition in the excavation of the pool will be subject to an extra charge. ;'f �etnmer is to ci innlva.ccACC fnr nil_trurk.S__ _ --- C12 O z cl w H x o O w a v c/) a ° w z OZ 7 p w °�° O a C U � C w" a ° w °�° p u: c G w w z z W °7° p w > v cn m G w x O °7° O w G w z a d w cn cn a re l C/) 71 0 F- U H O U rn J O z o E i CD o L O C y O V C Z v V �•qo O.0 O co A:=o_ m C:) u Ce 'Ea O � m co A �E a) � LU c L c m ca E C C_.. � O 0 aS E O ` m m a V L 3 = C m i2Zcm y 0 A �= C H O C O J -a m R a� 3&* CD = C co M"-N CM"- V N2 goO C C C ci Q �`y d m C C •O _ m m c O. N co ymo�' cc m Z LL �N a. C m Co W O N oc 'E �C't C 1 o o .y Z o V m p m C COD n m� o:o = L O = eya = ZZ CL4— L a re l C/) 71 0 F- U H O U rn J O z E LL L O F- V Z O CO C cm C C:) u CO20 O Q � c co A �E a) � LU c L m O i CD V L cc a- O Q cmQCO 4-0 C c C.) J -a Z C co z V N2 CIO C C C � = L _O f CO) C'3 0 Z � z z � L MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO 00 GASFITTING (Print or Type) S NORTH ANDOVER Mass. Date _ tuilding Location 5 Permit # / t,�I'3 1✓l�1 Owners Name /rs ' �l New Renovation �] Replacement D Plans Submitted II (Print or Type)(( nn Check one: Certificate PInstalling Company Name �( d Q Corp. Address 66 —J,e-, = artner. /��Ci. ��ua�r 414Firm/Co. Business Telephone: G �- Name of Licensed Plumber or Gas Fitter.�14 Insurance Coverage: Indicate .he type of insuran e coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Q Bond Insurance Waiver: 1, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance coverages. Signature of owner/agent of property Owner 17 Agent F7 I hereby certify that all of the details and information I have submitted (or entered) in above application are true and arcuate to the best of my knoWtcdge and cleat aLL plumbing Worst and Installations performed under 'emit i:rued fa: this applies 6e in eompiianre wtttt cat provisions of the tifassachusetts State Cos Cade and Csaptes 141 of tao Gcnc:ai L►xs. A/ ." . l By Title City/Town: APPROVED (OFFICE USE ONLY) TYPE LICEN, Plumber I Gasfitter- Master Journeyman Signau:4 of Licensed Plumb r or Gasfitter /r'0 3 G ( License Number Gn � trs W N � 93 Q Cf G ,O to -� W us m G O U CS F N e<ulG `o o t ": UA us H w W G 4 G a c W W W O J C — G O Q tr1 u- W U O G W tu p t3 U. O BASEMEMT 2ND FLOOR 3RD FLOOR 4TH FLOOR f I ! ! ! ! I I ( ! ( I STH FLOOR ( I I ! ! ! I I ! I I I I 6TH FLOOR I ( I I I I I I I I 7TH FLOOR ! ! I I f I I I 1 8TH FLOOR ! I I I I I ! TT - (Print or Type)(( nn Check one: Certificate PInstalling Company Name �( d Q Corp. Address 66 —J,e-, = artner. /��Ci. ��ua�r 414Firm/Co. Business Telephone: G �- Name of Licensed Plumber or Gas Fitter.�14 Insurance Coverage: Indicate .he type of insuran e coverage by checking the appropriate box: Liability insurance policy Other type of indemnity Q Bond Insurance Waiver: 1, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance coverages. Signature of owner/agent of property Owner 17 Agent F7 I hereby certify that all of the details and information I have submitted (or entered) in above application are true and arcuate to the best of my knoWtcdge and cleat aLL plumbing Worst and Installations performed under 'emit i:rued fa: this applies 6e in eompiianre wtttt cat provisions of the tifassachusetts State Cos Cade and Csaptes 141 of tao Gcnc:ai L►xs. A/ ." . l By Title City/Town: APPROVED (OFFICE USE ONLY) TYPE LICEN, Plumber I Gasfitter- Master Journeyman Signau:4 of Licensed Plumb r or Gasfitter /r'0 3 G ( License Number i..1i�ti, ��,.G".i'..:r'y�;l,��"'rr�.•Y...-'-F-v�S�v---•ter.-.r Date .. �' NORTH TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION US Ais certifies that ... ........................ lis permission for gas installation ... E .......................... in the buildings of .......................................... at '............................ North Andover, Mass. P' Fee../.:.... Lic. No../. ...... . GAS INSPECTOR r WHITE: Applicant CANARY: Building Dept. PINK: Treasurer GOLD: File D O b rA W tv w A xa ,guy \ �10.cii y a0 0 � w° a°' a U w o t w .a a a°' coW w a w ° a°' cii w a p a a a�' cd w a rA Z vi o rn c� CD o c% o � N O C I`V C.3 CL= OC eC O m ;= O E� m m _o r ra o a CO) 'om o~ d tj $ tm N % m O � �2 , &- CA z C � � W O r • cc cac ocm :.. � 0 c 1 c oQ acz m •ar ca aZ o C C Q a QQc : 'COL: d! moo..~ _CL ., me m � � C O ='m ,S O o��� s O m � � a.., _O m p I Ccm O•— y Q O gCDco mm �3 O ® O cc O a a �a c ev C ZCL � V Cos O C C C m CL _h a m2 H W HLUC O .N cc W E Q y d CD o c% o � N O C I`V C.3 CL= OC eC O m ;= O E� m m _o r ra o a CO) 'om o~ d tj $ tm N % m O � �2 , &- CA z C � � W O r • cc cac ocm :.. � 0 c 1 c oQ acz m •ar ca aZ o C C Q a QQc : 'COL: d! moo..~ _CL ., me m � � C O ='m ,S O o��� s O m � � a.., _O m p I Ccm O•— y Q O gCDco mm �3 O ® O cc O a a �a c ev C ZCL � V Cos O C C C m CL _h tyOR7k 9 TOWN OF NORTH ANDOVER OFFICE OF ° p BUILDING DEPARTMENT 1600 Osgood Street Building 20, Suite 2-64 North Andover, Massachusetts 01845 Gerald A. Brown Telephone (978) 688-9545 Inspector of Buildings Fax (978) 688-9542 HOMEOWNER LICENSE EXEMPTION Please print DATE: JOB LOCATION: Number Street Address HOMEOWNER C!1!4,i 1,9I 4&"s� ��7d''-9�Sl��i�l g7d-eoek-40.330. Name Home Phone Work Phone PRESENT MAILING ADDRESSiv+C�1�"" UP Adad- .'e& I e/d�'C%r City Town State Zip Code The current exemption for "homeowners" was extended to include owner -occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned "homeowner" assumes responsibility for compliances with the State Building Code and other Applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Revised 10.2005 Form Homeowners Exemption �0U BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688- 9535 4L �+� o 49 ZONING BOARD OF APPEALS (ommunity Development Division RECEIV b Clerk Time Stamp TOWM CLERK'S OFFICE 2006 AUG -3 PM 2: 55 T 0,�q ii OF NORTH ANDOVER MASS ACHUS i .F S 1. The Family Suite shall not be occupied by anyone except Rita or Ray Blais, parents of Carol A. Mc Allister, one of the residing owners of the dwelfing unit; 2. The Special Permit shall expire at the time that Rita & Ray Blais cease to occupy the family suite; 3. The Special Permit shall expire at the time the premises are conveyed to any person, partnership, trust, corporation or other entity; 4. The applicant, by acceptance of the Certificate of Occupancy issued pursuant to the Special Permit, grants the Budding Inspector or his lawful designee the right to inspect the premises annually. Voting in favor: Ellen P. McIntyre, Joseph D. LaGrasse, Richard J. Byers, Albert P. Manzi, III, and Thomas D. Ippolito The Board finds that the applicant has satisfied the provisions of Section 4, Paragraph 4.121.17 of the Zoning Bylaw and that the granting of this Special Permit, for a Family Suite at 25 Ferncroft Circle, is an appropriate logon for a Family Suite addition. The Board finds that this use will not adversely affect the neighborhood since the proposed left side addition will be 75' from the left side setback There will be no nuisance or serious hazard to vehicles or pedestrians because there is off-street parking available for 4 vehicles. Adequate and appropriate facilities are provided to the existing single-family dwelling and will be for the provided for the proper operation of a Family Suite. The Board finds that the 8-28-92 Mortgage Inspection plan shows the shed in place. The Board finds that the proposed addition will not be substantially more detrimental than the existing single-family dwelling to the neighborhood. Note: 1. This derision shall not be in effect until a copy of this decision is recorded at the Essex County Registry of Deeds, Northern District at the applicant's expense. 2. The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a building permit as the applicant must abide by all applicable local, state, and federal building codes and regulations, prior to the issuance of a building permit as required by the Building Commissioner. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Spectral Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Town of North Andover Board of Appeals, w v Ellen P. McIntyre, Decision 2006-020. M103P106. Page 2 of 2 iauu usgood Street, North Andover, Massachusetts 01845 Phone 978.688.9541 Fax 978.688.9542 Web www.townofnorthandover.com Any appeal shall be filed within (20) days after the date of filing of this notice in the office of the Town Clerk, per Mass. Gen. L. ch. ZONING BOARD OF APPEALS (ommunity Development Division Notice of Decision Year 2006 40A, §17 Proat: 25 Ferncroft Circle NAME: Charles McAllister HEARING(S): June 13 and July 18, 2006 ADDRESS: 25 Ferncroft Circle PETITION: 2006-020 North Andover, MA 01845 TYPING DATE: July 28, 2006 The North Andover Board of Appeals held a public hearing at its regular meeting in the Senior Center, 120R Main Street, North Andover, MA on Tuesday, July 18, 2006 at 7:30 PM upon the application of Charles McAllister, 25 Ferncroft Circle (Map 103, Parcel 106), North Andover requesting a Special Permit from Section 4, Paragraph 4.121.17 of the Zoning Bylaw for a Family Suite. Said premises affected is property with frontage on the South side of Ferncroft Circle within the R-1 zoning district. Legal notices were sent to all names on the abutter's list and were published in the Eagle -Tribune, a newspaper of general circulation in the Town of North Andover, on May 22 & 29, 2006. The following voting members were present: Ellen P. McIntyre, Joseph D. LaGrasse, Richard J. Byers, Albert P. Manzi, III, and David R Webster. The following non-voting members were present: Thomas D. Ippolito, Richard M. Vaillancourt, and Daniel S. Braese. Upon a motion by Richard J. Byers and 2°d by Albert P. Manzi, III, the Board voted to GRANT a Special Permit from Section 4, Paragraph 4.121.17 of the Zoning Bylaw in order to allow a Family Suite addition to be constructed per: Site: 25 Feracroft Circle 103 Parcel 106), North Andover, MA 10845 Site Plan Title: Plan of Land in North Andover, Mass. owned by Charles W. and Carol A. Mc Allister Date (& Revised Dates): Date: 4/17/2006, 5/8/2006 Registered Professional Land Surveyor Scott L. Giles, RP.L.S. #13972, Scot L. Giles, RP.L.S., Frank S. Giles, RP.L.S., 50 Deer Meadow Road, North Andover, Mass. Buildin Plan Title Blais Residence M. G. L., approved by Michel L Date: 4-23-06 Sheet/Drawing: [Cover, "General Notes", Basement Floor Plan, First Floor Plan, View Drawing, Detailed Plan] with the following 4 conditions: Page I of 2 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9541 Fox 918.688.9542 Web www.townofnorthondover.com a LOCUS: NO SCALE 2p sp e.Q �p q C, Ft�ti �Q. tea. .... MAP 103 PARCEL 13 DA WSON h MAP 104C PARCEL 7 RISACHER I A -9p�'S'OON NOTE: THE ZONING DISTRICT IS R-1. 87,120 S.F. AREA 175' FONTAGE 30' FRONT SETBACK 30' SIDE SETBACK 30' REAR SETBACK NORTH AND DATE OF FILING: PLAN OF LAND 1N NORTH ANDOVER, MASS. OWNED BY CHARLES W. AND CAROL A. MC ALLISTER SCALE: I"= 40 DATE:4/17/2006 5/8/2006 0' 40' 80' 120' ScottL. Giles R. P. L.S. Frank. S. Giles R. P. L. S. 50 Deer Meadow Road North Andover, Mass. C�0'001�. R,36S CIRCLE oo. X500, MAP 103 `-.. PARCEL 106 L07- 23 PLAN 5483 N E R 44,134 S F D. FENCE � 1 I / '0004 I I Q ��I I — FENCE ��0 7Oii� n`1� ,U MAP 104C PARCEL 6 CURRO THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES .OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN. 3972 DATE OF HEARING: DATE OF APPROVAL: MAP 103 PARCEL 105 GANGI MR 70 MAP 104C PARCEL 5 CLAUSSEN THIS IS TO CERTIFY THAT 1 HAVE CONFORMED WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS IN PREPARING THIS PLAN REGISTRY Of DSS Northern'DisWct of Essex SS 20 -:_.. n 0• El 1 s.' o w � Ui a q w u: :C U 7o Lr. a w t% a a Ct LL a f� L4 a CA to 0 cn I ti w O O F=4 c rFJ x 1— y W H ae W C3 CO3 x t� o c h O C ca CJ d C co W CDC = p o CD Ea ;r C m O • Z � �J 0 d y .vw m C t m3�y z _m r :Z C C N O _O Em� ID 0 cm :rz o :..•�� c 1�pQ :TLCz '9 00 • o � °-" Z o coa mcm ;ago O m;10 m wSZ= dtW r O C vy �•N O O�� C CD O � O r0. d w m Y/ U) 09 W W W N E Cf) �1 z� O � z U O O z ` w0 C/) a P-4 W Y/ U) 09 W W W N E�] LOCUS: NO SCALE MAP 1 J 03 PARCEL 13 DA WSON r i 00� h MAP 104C PARCEL 7 RISACHER PLAN OF LAND IN NORTH ANDOVER, MASS. OWNED BY CHARLES W. AND CAROL A. MC ALLISTER SCALE., 1"= 40 DATE4/17f2006 5/8-/2006 0' 40' 80' 120' Scott L. Giles R.P.L.S. Frank. S. Giles R. P. L. S. 50 Deer Meadow Road Noah Andover, Mass. .SFR �. c: OFT R�3 s .00, Cb q��R Oti F�ySF s NOTE: THE ZONING DISTRICT IS R-1. 87,120 S.F. AREA 175` FONTAGE 30' FRONT SETBACK 30' SIDE SETBACK 30' REAR SETBACK NORTH AN )ARD OF A DATE OF FILING: mss® DATE OF HEARING: k 13 &.1 7"I DATE OFAPPROVAL: Z' I4'Df. CIRCLE MAP 103 P L07-23 'REEL 106 L'4N 5483 N E R.D. 44,134 S F FkjsT N \l MAP 1040 PARCEL 6 CURRO THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF STREETS AND -WAYS SHOWN ARE THOSE OF PUBLIC OR. PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN. 1550 MAP 103 PARCEL 105 GANGI N Op. m 70 MAP 104C PARCEL 5 CLAUSSEN THIS IS TO CERTIFY THAT I HAVE CONFORMED W17H THE RULES AND REGULA TIONS OF THE REGISTERS OF DEEDS IN PREPARING THIS PLAN REGISTRY OF DEEDS Northam Dmuict of Easy SS �1V 1t 09Ci0� PLA NO• 1 M g.41 y, 27-0 cd LLJ • �— V �, .. "g£ os� o� =moo s LLLaaaOv Lei r LA. h+1 =N d y o N Q� �► q ? \ �� E� � � � � � cn c z� o c� � $ � 13.8 ' Lv �C E--4 0 � .rte :� ` ° � A � g; � b � ro- .� ;o � .E � g� g :9 c � Q z ®❑❑ I 1 i `J LOCUS: NO SCALE ?o so P9�, �,Q�OOS/per off, t� T r�eoG MAP 103 PARCEL 13 , DA WSON ►.�` r h 10b o MAP 104C PARCEL 7 RI SACHER PLAN OF LAND IN NORTH ANDOVER, MASS. OWNED BY CHARLES W. AND CAROL A. MC ALLISTER SCALE. 1"= 40 DATE:4/17/'2006 SWO06 0' 40' 80' 120' 1 Scott L. Giles R. P. L. S. Frank. S. Giles R.P.L.S. 50 Deer Meadow Road North Andover, Mass. h CIRCL k _ _ L=22500, MAP 103 PARCj5L LOT 23 PLA105 N 5483 N E 0 o 44 p RS ' R.D. A� F.4 .4 6 , H PORCH 34 S F NOTE. THE ZONING DISTRICT IS R-1. 67,120 S.F. AREA 175' FONTAGE ` 30' FRONT SETBACK 30' SIDE SETBACK 30' REAR SETBACK NORTH ANDOVER BOARD OF APPEALS r DATE OF FILING: S' - ll DA TE OF HEARING4X13 DATE OFAPPROVAL: EJrjs1, HS` MAP 104C PARCEL 6 CURRO THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF STREETS AND WAYS' SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN. MAP 103 PARCEL 105 GANGI N %A. m 705- MAP 0 0MAP 104C PARCEL 5 CLA USSEN THIS IS TO ICERTIFY THAT I HAVE CONFORMED WITH THE 'RULES AND REGULATIONS OF THE REGISTERS OF DEEDS IN PREPARING THIS PLAN r� b'3Ln�iM ndh Q � ` 3• � i i•` " '� (M 4� i yeG � s „ e _ y � d C Ib A0 Ib y� Jh FS 1 Ji a a �� �� Gln t r ' � O C URBELIS & FIELDSTEEL, LLP 155 FEDERAL STREET BOSTON, MASSACHUSETTS 02110-1727 THOMAS J. UMELIS e-mail tju@uf-law.com Gerald S. Brown North Amdover Town Offices 1600 Osgood Street North Andover, MA 01845 RE: STATUTE OF LIMITATIONS Dear Jerry: Telephone 617-338-2200 Telecopier 617-338-0122 June 23, 2006 0 Andover Telephone 978-475-4552 You advised that a shed has been in place on certain property for more than 12 years and that the shed is 23 feet from the rear lot line when the bylaw says that 30 feet is required and that your department has no record of a building permit, variance or special permit being issued for the shed. You inquired about the statute of limitations for such an apparent zoning violation. General Laws Chapter 40A, Section 7 provides in part: [N]o action, criminal or civil, the effect or purpose ofwhich is'to compel removal, alteration or relocation of any structure by reason, of any alleged violation of the provisions of this chapter, or of any ordinance or by-law adopted thereunder, or the conditions of any variance or special permit, shall be maintained, unless such action, suit or proceeding is commenced and notice thereof recorded in the registry of deeds for each county or district in which the land lies within ten years next after the commencement of the alleged violation. To come within the statute of limitations, the structure must have been erected or improved: �D without a building permit, in violation of the terms of any original building permit, or statute.doc URBELIS & FIELDSTEEL, LLP June 23, 2006 Page 2 • in violation of the conditions of any variance or special permit. Such structures are protected by the 10 -year statute of limitations, measured from "the commencement of the alleged violation." See, Bobrowski, Massachusetts Land Use and Planning Law §7.04D2. Please call if you have any questions or if there is anything else you need. Very truly yours, Thomas J. �rbelis TJU:kmp cc: Zoning Board of Appeals ri Curt Bellavance Mark Rees z6o i5 K •Q C JUN -23-2006 03:30 AM ZONING BOARD Of APMLS Communhy Development Division P. 01 TO z.N1�jr�"�p 1006 JUN Z3 AM 10: 34 TO jYn{-j�'� lot ASSA C hl Date Zoning Board orAppeab , 1600 OWW Street North Andover MA 01845 Please be advised that 1 have agreed to waive the time contrail for the North Andover 74dmg Board of Appeals to make a decision regarding the WWWAS of a YXWul' 've Pasu t (40B) Finft fi)r property located at: ElJ '7 I JUN 2 3 zoos ki-'t:D Ly F A r E A L S 1400 osgQ Street, North Andover, Messedwsem 01145 Phone 971.611.9541 Fox 911.411.9541 web www.tewnoborthondover.com 0 TOWN OF NORTH ANDOVER ZONING BOARD OF APPEALS SPECIAL PE# IWC ��S ° FEcE- 2006 MAY I I Pi 4:19 NAME ADDRESS OF APPEAL T 01'; "'1 "town clerk rime Stamp HASSACHI SE Procedure & Requirements for an Application for a Special Permit Ten (10) copies of the following information must be submitted thirty U days prior to the first public hearing. Failure to submit the required information within the time periods prescribed may result in a dismissal by the Zoning Board of an application as incomplete. The information herein is an abstract of more specific requirements listed in the Zoning Board Rules and Regulations and is not meant to supersede them. The petitioner will complete items that are undedined. STEP 1: ADMINISTRATOR PERMIT DENIAL: The petitioner applies for a Building Permit and receivers a Zoning Bylaw Denial form completed by the Building Commissioner. STEP 2: SPECIAL PERMIT APPLICATION FORM Petitioner completes an application form to petition the Board of Appeals for a Special Permit. All information as required in items 1 through and including 11 shall be completed. STEP 3: PLAN PREPARATION: Petitioner submits all of the required plan information as cited in Section 10 page 4 of this form. STEP 4: LIST OF PARTIES IN INTEREST: The petitioner requests the Assessors Office to compile a certified list of Parties in Interest (abutters). STEPS: SUBMIT APPLICATION: Petitioner submits one (1) original and 10 Xerox copies of all the required information to the Town Clerk's Office to be certified by the Town Clerk with the time and date of filing. The original will be left at the Town Clerk's Office, and the 10 Xerox copies will be left with the Zoning Board of Appeals secretary. IMPORTANT PHONE NUMBERS: 978-688-9533 Office of Community Dev. & Services 400 Osgood Street North Andover, MA 01845 978,688-9542, fax for all Community Development offices 978-688-9545 Building Department 978-688-9541 Zoning Board of Appeals Office PAGE 1 of 4 STEP 6: SCHEDULING OF HEARING AND PREPARATION OF LEGAL NOTICE: The Office of the Zoning Board of Appeals schedules the applicant for a hearing date and prepares the legal notice for mailing to the parties in interest (abutters) and for publication in the newspaper. The petitioner is notified that the legal notice has been prepared and the cost of the Party in Interest fee. STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPER The petitioner picks up the legal notice from the Office of the Zoning Board of Appeals and delivers the legal notice to the local newspaper for publication. STEP 8: PUBLIC HEARING BEFORE THE ZONING BOARD OF APPEALS: The petitioner should appear in his/her behalf,. or be represented by an agent or attorney. In the absence of any appearance without due cause on behalf of the petition, the Board shall decide on the matter by using the information it has received to date. STEP 9: DECISION: After the hearing, a copy of the Board's decision will be sent to all parties in interest. Any appeal of the Board's decision may be made pursuant to Massachusetts General Law ch. 40A sec. 1'7, within twenty (20) days after the decision is filed with the Town Clerk. STEP 10• RECORDING THE DECISION AND PLANS. The petitioner is responsible for recording certification of the decision, Mylar, and any accompanying plans at the Essex County North Registry of Deeds, 381 Common St., Lawrence MA, and shall complete the Certification of Recording form and forward it to the Zoning Board of Appeals and the Building Department.. North Andover Town Hall 120 Main Street North Andover, MA 01845 978-688-9501 Town Clerk's Office 978-688-9566 Assessor's Office PAGE 2 OF 4 Date & Time Stamp Application for a SPECIAL PERMIT North ANDOVER ZONING BOARD OF APPEALS 1. Petitioner: Name, address and telephone number: - h Ck 7S-- D (ocq 'The petitioner shall be entered on the legal notice and the decision as entered above. 2. Owners of Land: Name, Address and Telephone number and number of years under this ownership: dna Q CZEAC l ,5 ,5 Years Owned Land: I Location of Property: a. Street: 1 S c & Zoning District b. Assessors. Map numbers c _Lot Number. 4� c. Registry of Deeds: Book Number Page Number: 4. By -Law Sections under which the petition fnr the Special Permit is made. Refer to the Permit Denial and Zoning BY -Law plan Review as supplied by the Building Commissioner. 5. Describe the Special Permit request: -L �i "The above description shall be used for the purpose of the legal notice and decision. A more detailed descri tion is required pursuant to the Zoning Board Rules and Regulations as cited on page 4 of this application. p Page 3 of 4 NORTH ANDOVER ZONING BOARD OF APPEALS application for a SPECIAL PERMIT 6A. Existing Lot(s): Lot Area Open Space Percent Lot Frontage Parking Sq. Ft. Sq. Ft. Coverage Feet Spaces W I ilk t /.o % 175- 6B. 756B. Proposed Lot(s): Lot Area Sq. Ft. Open Space Sq. Ft. Percent Lot Coverage Frontage Feet Parking Spaces Floors Sq. feet X I u 1 80 6C. Required Lot: (As required by Zoning Bylaws & Table 2)) Lot Area Sq. Ft. Open Space Sq. Ft. Percent Lot Coverage Frontage Feet Parking Spaces o� 7A. Existing Building(s): Ground Floor Number of Total Square feet Floors Sq. feet X I u 1 80 7B. Proposed Building(s): Ground Floor Number of Total Square feet Floors Sq. feet 88�• i g8� Use of Building* Minimum Lot Setback Front Side A Side B Rear Minimum Lot Setback Front Side A Side B Rear G4 zz (a&W- Minimum Lot Setback Front Side A Side B Rear Number of Units" *Reference Uses from the Zoning Bylaws & Table 1 "State number of units in building. Use of Building* FGL- *Reference Uses from the Zoning Bylaws & Table 1. **State number of units in building. Number of Units" 8. Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form, which is the official form of the Zoning Board of Appeals. Every application shall be filled with the Town Clerk's Office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or the Zoning Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Zoning Board Rules and Regulations may result in a dismissal by the Zo6ng Board of this application as incomplete.t Signature Type above name(s) here PAGE 4 OF 4 9. WRITTEN DOCUMENTATION Application for a Special Permit must be supported by a legibly written or typed memorandum setting forth in detail all facts relied upon. When requesting a Special Permit from the requirements of MGLA ch. 40A, and the North Andover Zoning By-laws, all dimensional requirements shall be clearly identified and factually supported. All points, 1-6, are required to be addressed with this application. 1. The particular use proposed for the land or structure. 2. The specific site is an appropriate location for such use, structure or condition. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. 4. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. 5. The use is in harmony with the purpose and intent of t Zoning Bylaw. 6. Specific reference and response to the criteria required by the particular Special Permit for which this application is made (i.e. the Earth Removal Special Permit has unique criteria and submittal requirements.). 10. PLAN OF LAND Each application to the Zoning Board of Appeals shall be accompanied by the following described plan. Plans must be submitted with this application to the Town Clerk's Office and ZBA secretary at least thirty (30) days prior to the public hearing before the Zoning Board of appeals. A set of building elevation plans by a Registered Architect may be required when the application involves new construction/a conversion/ and/or a proposed change in use. 10 A. Major Projects Major projects are those which involve one of the following whether existing or proposed: t) five or more parking spaces, It) three (3) or more dwelling units, 111) 2000 square ►.eet of building area. Major Projects shall require chat in addition to the above fr atures, Glans must show detailed utiliti-a, soils, and tc-poglaphic information. SPECIAL PERMIT *10. B. *Plan Specifications: 1[) Size of plan: Ten (10 ) paper copies of a plan not to exceed 11"x17", preferred scale of 1"=40' m One (1) Mylar. 111) Plan prepared by a Registered Professional Engineer and/or Land Surveyor, with a block for five (5) ZBA signatures and date indicated on the Mylar. *10 C. *Features To Be Included On Plan: 1) Site Orientation shall include: 1. north point 2. zoning district (s) 3. names of streets 4. wetlands (if applicable) 5. abutters of property, within 300' radius 6. locations of buildings on adjacent properties within 50' from applicants proposed structure 7. deed restrictions, easements. 11) Legend & Graphic Aids: 1. Proposed features in solid lines & outlined in red 2. Existing features to be removed in dashed lines 3. Graphic Scales 4. Date of Plan 5. Title of Plan 6. Names addresses and phone numbers of the applicant, owner or record, and designer or surveyor. 10 D. Minor Projects Minor projects, such as decks, sheds, and garages, shall require only the plan information as indicated with an. asterisks (`). In some cases further information may be required 11. APPLICATION FILING FEES A. Notification fees: Applicant shall provide a check or money order to: 'Town of North Andover - #022-1760-4841' for the cost of first class, certified, return receipt ($4.42 as of November 2003) x # of all parties in interest identified in MGLA ch. 40A §11 on the abutter's list for the legal notice check. Also, the applicant shall supply first class postage stamps (currently 37c) x the # of parties of interest on the abutter's list for the decision mailing. B. Mailing labels: Applicant shall provide four (4) sets of mailing labels no larger than 1"x2-518" (3 copies for the Legal mailing and one copy for the Decision mailing). C. Ser 2005 Revised Fee Schedule. 4444 A Special Pennit once granted by the ZBA will lapse in 2 (two) years if not exercised and a new petition must be submitted. E-Ff-E- NOHTr, , Town Of North Andover 3?04,°"�� Project: Building Department p 1600 Osgood Street, 's 9�? . ; 25 Ferncroft Circle Building 20, Suite 2-64 SSACNUSE 978-688-9545/fax 978-688-9542 APPLICANT Charles W. & Carol A. Mc Allister RE Family Suite DATE: May 9, 2006 Title of Plans and Documents: Plan of LandLProposed Addition, & Building Permit Application Please be advised that after review of your Building Permit Application and Plans that your Application is DENIED for the following reasons: Zoning R-1 & Watershed Protection District Use not allowed in District I Not in conformance with Phased Development Violation of Height Limitations Sign exceeds requirements Violation of Setback Front Side Rear Insufficient Lot Area Insufficient Parking Violation of Building Coverage Insufficient Open Space X Use requires permits prior to Building Permit Sign requires permits Drior to Building Permit Form U not complete by oiherdepartments Not in conformance with Growth By -Law I Other SEE EXPLAINATION BACK SIDE Remedy for the above is checked below Dimensional Variance X I Special Permit for Watershed Review Special Permit for Site Plan Review Special Permit for sign Complete Form U sign -offs Copy of Recorded Variance Information indicating Non -conforming status Copy of Recorded Special Permit Variance X Special Permit from Zoning Board of Appeals Plan RevieW The plans and documentation submitted have the following inadequacies 1. Information Is not provided, 2. Requires additional information, 3. Information renuires mnre clarifiratinn d Information is innnn�o t S Ali f +r.� # 1# _.... ... .... ... .. ... .......... Foundation Plan Plumbing Plans Subsurface investigation Certified Plot Plan with proposed structure Construction Plans 116 Affidavit Mechanical Plans and or details Plans Stamped by proper discipline Electrical Plans and or details Framing Plan Fire Sprinkler and Alarm Plan I Roofing Footma Plan I Plans to scale Utilities an Water Supply a Dis osal Waste Disposal =Sewa Rear setback on shed if the shed is 4 sq. ft. ADA and or ABBA requirements Administration The documentation submitted has the following inadequacies 1. Information Is not provided. 2. Requires additional information. 3. Information renuires mnre clarifiratinn A Information is inner — r; All ,.f rr....,L.,..,, ._._....__._..._...__.. _.... ... .... ... .. ... .......... Water Fee State Builders License Sewer Fee Workman's Compensation Buildinci Permit Fee Homeowners Improvement Registration Building Permit Application Homeowners Exemption Form Other Other The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies, misleading information, or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department. The attached document titled "Plan Review Narrative' shall be attached hereto and incorporated herein by reference. The building department will retain all plans and documentation for the above file. You must file a Pew building permit application form and begin the permitting process. Building Department Official Signature~ Application Received Application Denied If Faxed Denial Sent Referral recommended Fire Health Police X Zoning Board Conservation Department of Public Works X Planning Historical Commission Other _ —A BUILDING DEPT Revised 12.13.05 Form Denial Master TOWN OF NORTH ANDOVER To whom it may concern Re: Special Permit Written Documentation 1. The addition will be used as a Family Suite 2. We are adding this Family Suite to the west side of the existing structure and it appears to conform to existing building codes. 3. The land is set back from the road, will not interfere with traffic. ie Pedestrian or Vehicular. Proper care and cleaning will take place daily. 4. As a Family Suite is defined all connections of water and sewer will come from the street. 5. It is our understanding that the intent of the proposed Family Suite will not present nor will it impose upon our neighbors since there is adequate wooded area on both sides and rear of existing and propose sites. 6. The criteria for this special permit being requested for the Family Suite is based upon our appeal that we have a accepted responsibility to care _ for my wifes parents, Rita and Ray Blais. Sincerely Q��" C� Abutter to Abutter ( ) Building Dept. ( ) Conservation ( ) Zoning ( ) Date 5/3/2006 Page 1 of This certifies that the nameg..appearing on the records of the Assessors Office as of Town of North Andover Abutters Listing REQUIREMENT: MGL 40A, Section 11 states in part "Parties in Interest as used in this chapter shall mean the petitioner, abutters, owners of land directly oppositeon any public or private way, and abutters to abutters within three hundred (300) feet of the property line of the petitioner as they appear on the most recent applicable tax list, not withstanding that the land of any such owner is located in another city or town, the planning board of the city or town, and the planning board of every abutting city or town.' Subject Property: MAP PARCEL Name Address 103 106 Charles McAllister 25 Femcroft Circle North Andover, MA 01845 Abutters Properties Map Parcel Name Address 103 13 Catherine Dawson L, 3 So Bradford Street North Andover, MA 01845 103 14 Michael Cahill LA14 So Bradford Street North Andover, MA 01845 103 16 Lisa Kozol C1M95 So Bradford Street North Andover, MA 01845 103 30 Rodney Hollenbeck1�5 So Bradford Street �e ✓ North Andover, MA 01845 �f 103 31 Carolyn McDermott X35 So Bradford Street North Andover, MA 01845 le— �Q 6 103 32 John Lovelll L-<2So Bradford Street North Andover, MA 01845 103 100 Courtney Lavolpicelo r-b� Vin a ) 20 Femcroft Circle North Andover, MA 01845 6 —6 —Q 103 101 Herbert Thomas W Ferncroft Circle North Andover, MA 01845 103 102 Gerald Flynn Femcroft Circle North Andover, MA 01845 103 104 .�4f ames Phinney y� k*4rt 5 Femcroft Circle North Andover, MA 01845 103 105 Alison Hayward t,4'f Femcroft Circle North Andover, MA 01845 103 108 John Camey Oft So Bradfrod Street North Andover, MA 01845 104.0 3 Scott Chandler L eO Winter Street North Andover, MA 01845 104.0 4 Miele Family Revocable Trust 4y0250 Winter Street North Andover, MA 01845 b —b 06 104.0 5', -Roland Michaud x.230 Winter Street North Andover, MA 01845 �- 104.0 6 rank Curro 210 Winter Street North Andover, MA 01845 " 104.0 7 Michael Rischer VM2 Winter Street North Andover, MA 01845 104.0 8 Mark Lemire ,)20 Winter Street North Andover, MA 01845 104.0 10 Verne Westgate 1VJ So Bradford Street North Andover, MA 01845 104.0 39 Andrew Milne 237 Winter Street North Andover, MA 01845 104.0 40 Paul Brochu L -M Winter Street North Andover, MA 01845 104.0 94 Fen Lieh Wai V187 Winter Street North Andover, MA 01845 104.0 95 Christopher Cool X97 Winter Street North Andover, MA 018456 104.0 96 Christopher Rivet L207 Winter Street North Andover, MA 01845 104.0 97 David Leibowitz V2'(7 Winter Street North Andover, MA 01845 Date 5/3/2006 Page 1 of This certifies that the nameg..appearing on the records of the Assessors Office as of l< ij o o. � � � ( � \ } � � . . � a � / (}\%\\� �$ ' � � � � ) � / \ \ ! 9 ) .�) . § ( ! < � ij Iz : % � } � \ ; ! � \ \ \ lu L4 � I I i IA; U. LOCUS: NO SCALE ?o 0�O� MAP 103 PARCEL 13 DAWSON FJ MAP 104C PARCEL 7 RISA CHER PLAN OF LAND IN NORTH ANDOVER, MASS. OWNED BY CHARLES W. AND CAROL A. MC ALLISTER SCALE., V'= 40 DATE; 4/17/2006 518/2006 0' 40' 80' 120' Scott L. Giles R. P. L. S. Frank. S. Giles R. P. L. S. 50 Deer Meadow Road North Andover, Mass. 'cF,Q V R, moa CIRCLE NOTE: THE ZONING DISTRICT IS R-1. 87,120 S.F. AREA 175' FONTAGE 30` FRONT SETBACK 30' SIDE SETBACK 30' REAR SETBACK NORTH ANDOVER BOARD OF APPEALS DATE OF FILING; DATE OF HEARING: THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES DATE OF APPROVAL: L�225.00, PARCEL LO EL 706 T 23 PLAN 5483 N E R D 44,134 S F MAP 103 PARCEL 105 GANGI A ,9ppRFqR� 0ys� 0 FjrjST --,/ tP w Sic AND. 1CO- I W I - I C4 OSUR II Cn I F N�BoS�,A_ rsi MAP 104C PARCEL 6 CURRO FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN. Mpg 0 MAP 104C PARCEL 5 CLA USSEN THIS IS TO CERTIFY THAT t HAVE CONFORMED WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS IN PREPARING THIS PLAN