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Building Permit #596 - 86 JOHNSON STREET 4/15/2008
I BUILDING PERMIT "°pTH qti TOWN OF NORTH ANDOVER 4 .� APPLICATION FOR PLAN EXAMINATION Permit NO: i -o Date Received - ` hfJB 3 `�A,TE0 A�'°`c5 Date Issued: / S oe �SSACHus�� IMPORTANT:Applicant must complete all it pp p ems on this page L LOCATION L a fi � - ( A Print PROPERTY OWNEr� , c�. ", / Qu j- y- Print MAP NO: PARCEL: f A ZONING DISTRICT: {.3 Historic District yes Cjo Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building Lam' One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain WetlandsWatershed District Water/Sewer OSACRIPTION OF WORK TO BE PREFORMED: �G �? l�G`i��, v•s o a o-e w if ac-c. i i Identification Please Type or Print Clearly) OWNER: Name: /to 6;- 1010,0Phone: gild i Address: �6 �sa� S�- leo 4a do,4-e di A CONTRACTOR Name: ::- = t JJ1Zae,,Rhone: 0 7 ul ro Address: 1 yr �zl'aX1 1t at Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ - !Nu . 0 u 6 FEE: $ �z /07 Check No.: z0z,2 Receipt No.: 0� NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/OwnerILtt�, Signature of contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED <� PLANNING & DEVELOPMENT SMpg COMMENTS �� ��,, w;AA AY�-e-cwyA- '1' IFDATE REJECTED DATE APPROVED CONSERVATION O� � p COMMENTS k(A LA,4 O t DATE REJECTED DATE APPROVED HEALTH- .. DPW: Town Engineer:/Signature/Date: ` 384 Osgood St � 15S 6f a' Comments v �1 o� 1► S Cy��, �t+' i ,�. 5�'1 Zoning Boars of Appeais:-variance, i'etitlon-No: — ~ Zoning Decision/receipt-submitted yes — Planning Board Decision: Comments Conservation Decision: Comment y Water & Sewer Connection/signature&Date Driveway Permit Located at 384 Osgood Street I FIRE DEPARTMENT -Temp Dumpster on.site yes no Located at 124 Main Street Fire Department signature/date COMMENTS j i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. 4000 Total land area, sq. ft.: 30 / S 7 ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 2 1 A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 J Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location No. Date NORT► TOWN OF NORTH ANDOVER F � + ; ; Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ /00 Other Permit Fee $ TOTAL $ U Check # /0/0 2iG76 Building Inspector From:Janet McLeod At:McSweeney&Rica Ins Agency FaxID:McSweeny Ricci To:John J Maurer Inc Date:4/7/2008 03:15 PM Page:2 of 3 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID DATE(MM/DD/YYYY) JOHNJ-2 04/07/08 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McSweeney & Ricci Ins Ag Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 420 Washington Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 850984 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Braintree MA 02185 Phone: 781-848-8600 Lrax:781-843-8807 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers 18674 INSURER B: John J Maurer Inc INSURER C: PO BOX 180 INSURER Cataumet MA 02534 INSURER E'. COVERAGES I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSRE TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DDIYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 . A X COMMERCIAL GENERAL LIABILITY 680 1009B474 12/31/07 12/31/08 PREMISES(Eaoccurenca) $300,000 CLAIMS MADE IFX]OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 I GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY jEa F LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 A ANY AUTO BA 491K7156 12/31/07 12/31/08 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $1,000,000 A X OCCUR F-1 CLAIMSMADE CUP 8104W924 12/31/07 12/31/0$ AGGREGATE $1,000,000 DEDUCTIBLE X RETENTION $5,000 $ WORKERS COMPENSATION AND X TORY I All LIMITS ER A EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE UB 611Y2328 12/31/07 12/31/08 E.L.EACH ACCIDENT $500000 OFFICER/MEMBEREXCLUDED7 If yes,describe under E.L.DISEASE-EA EMPLOYEE $SOOOOO SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Plumbing-Residential CERTIFICATE HOLDER CANCELLATION /� TOWN OF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION / /fj/-6- 4 Axoo✓Y-- DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town Of-1 feed2m NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn:Plumbing Inspector IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. REPRE TIVE ACORD 25(2001/08) �� ©ACORD CORPORATION 1988 Department of fndiisti ia[Accidents ' 01 office of Investigations' ' Off 600 Washington Street Boston,'MA 02111' www.massgov1dia Woi(kers' Compensation Insurance.Affidavit: Builders/Contractors/Electridans/Plumbers Ucant Information Please Print Lejdbly Name (Bu,iness/Organzation/IndividudL " Address:— D:.. �o 18D Z 2. 7' 2 • Ad • City/State/Zip•_ fa.G� me Phone#: � 3w�. 9 l•� Are y u an employer? Check the-appropriate box:• Type of project(required): 1•Q am a em�l°yer with+L .:.. 4. ❑ I am a general contractor and I ' 6. ❑New construction employees (frill'and/ot part-time).* have hired the sub-contractors �. KcmodelTM+.g listed on the attach,;d sheet Y 2.❑ I am a sole proprietor Orpa�er- U ship and have no employees These sub-contr..�ars have 8. [] Demolition working for mein any'capacity. workers' comp.insurance. 9, [] Building addition [No workers, comp insurance 5. ❑ We are a corporation and its 10.❑ El'ctrical repairs or,additions required.] officers have exercised their right of ex tion per MGL 1'1• hnnbing repairs or additions 3.❑ I am a homeowner doirg all work myself.Mo workers' comp, c. 152, §1(4), and we have nQ 12•❑ Roof repairs t erbployees, jN6 workers`' insurance required.] 13.0 Other comp.insuratice required.] *Amy applicant tbat checks box#1 must 8130 fill out ibe section below showing their wotktn'eonvensation policy inform. on: �► ' t Homeowners wbo submit this affadsvit indiesft ikey Ste doing all work and then hire outside contmctorl must submit n new affidavit indicating such tContmctots that check this'bOT,nag attacbed en additional sheet showing the nerve of ilia sulrcontmctors and their worker'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees.'Below is the policy andjob site information. Insurance.Company Name• ra, Q r-5 i1 S-u Policy#or Self-ins. Lia#: E 'a E5 Expiration Date: _ r Job Site Address, Vit O ,t.S City/State/ZipVi,,S4zt Lf P ars' com ensation policy declaration age(showing the policy number and expiration date). Attach a copq of the work p p y P Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of czuninal PL-naltics of a fine up to$.1,500.00 and/or one-year frrrprbonment, as well as•civil penalties in foe form of a STOP'YTORK ORt)ER and a fine of up to$250.00 a day against the violator.. Be advised that a copy of this statement may lie forwarded to the Office of Investigatidns of the DIA,for insurance coverage verification. I do hereby cerci under the,pains and penali'z`es of pert 0y that the infor»tatlon provided al ove is true and correct: i attire: hon EOther only. io not write in this area,to be completed by eityor town ojpc G n: Permit/License# hority(circle one)i Health! 2.Building Department 3.City/Town Clerk 4.,Electrical Inspector S.Plumbing Inspector son: Phone#: I 119 M I•V 161 a E1541 - • BOARD IN PLUMBERS AND GASFITTERS IMPORTANT NOTICE PL LICENSED AS A JOURNEYMAN PLUMBER PERMITS FOR PLUMBING AND GAS FITTING ISSUES THIS LICENSE TO INSTALLATIONS ON STATE OWNED OR USED FACILITIES MUST BE FILED AT THE OFFICE OF THE STATE BOARD. TYPE JOHN J MAURER —J BOX 484 N FALMOUTH MA 02556-0484 238264 15123 05/01/08 238264 Fold,Then Detach Along All Perforations COMMONWEALTH OF MASSACHUSETTS .0VIR51.1,13 BOARD IN PLUMBERS AND GASFITTERS IMPORTANT NOTICE GF LICENSED AS A MASTER GASF I TTER PERMITS FOR PLUMBING AND GAS FITTING ISSUES THIS LICENSE TO INET TIES IONSTON STATEILED OWNED OR USED AT THE OFFICE OF THE STATE BOARD. TYPE .JOHN J MAURER a ro r_ —M 50 BAY RD ; PO BOX 484 N FALMOUTH MA 02556-2404 238267 3639 05/01/08 238267 • r-u k,' Fold.1'lien Detach Along All Perforations COMMONWEALTH OF MASSACHUSETTS BOARD IN PLUMBERS AND GASFITTERS IMPORTANT NOTICE PL REGISTERED AS A PLUMBING CORP PERMITS FOR PLUMBING AND GAS FITTING ISSUES THIS LICENSE TO '^ - --- INSTALLATIONS ON STATE OWNED OR USED FACILITIES MUST BE FILED AT THE OFFICE OF THE STATE BOARD. TYPE .JOHN J MAURER .JOHN J MAURER INC_M 7824 —C 130 BOX 180 CATAUMET MA 02534-0180 r � w 238238 997 05/01/08 238238III I ng Tm =7777,111151,11•, 1►� G Fold,Then Detach Along All Perforations COMMONWEALTH OF MASSACHUSETTS BOARD IN PLUMBERS AND GASFITTERS IMPORTANT NOTICE PL LICENSED AS A MASTER PLUMBER PERMITS FOR PLUMBING AND GAS FITTING ISSUES THIS INSTALLATIONS ON STATE OWNED OR USED FACILITIES MUST BE FILED AT THE OFFICE OF THE STATE BOARD. TYPE .JOHN J MAURER -M 3OX 484 IJ FALMOUTH MA 02556-0484 238263 7824 05/01/08 238263 �Ivaimanem 11E=133 Fold,Then Detach Along All Perforations AORTH Town of No. ` _ Poo-- 0 jLover, Mass.,ior- D �. COC MIC HE WICK � °RATED `S BOARD OF HEALTH PERMIT . T D Food/Kitchen Septic System BUILDING.INSPECTOR THIS CERTIFIES THAT............. ..... .........t6.�....................,�.� ....� �..1.��...��..�.-.�,................................................. Foundation has permission to erect.................................... buildings on.... . ... .. ................ ... ............................... Rough be toovided that he arson accepting this permit �in e�� act confor � to the terms of the ..�--b.................. chimney p p p g p every application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. - PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final � PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTI®NTS Rough , ....................... ......... . ........ .. ........K-- .......... Service UIL ING INSP TOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDS TOWN OF NORTH ANDOVER Ot gORTp 1 : .•'�`°°:•."°o OFFICE OF . BUILDING DEPARTMENT 41* + 1600 Osgood Street Building 20, Suite 2-36 �►' :,::�*°�# North Andover,Massachusetts 01845 1ssAClglstt Gerald A Brown Telephone(978)688-9545 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION Please vdm DATE: . 4 I T U JOB LOCATION: J 7 ( t4 Number Street Address WOW HOMEOWNER n Ir 614o(Al� 1 7 f (, 1P3 — ,5,// G Name Home Phone work Phone PRESENT MAILING ADDRESS - U ti N rory r� v KH cld✓r City Town State Zip Code The cumut 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 helshe will comply with said procedures and requirements. HOMEOWNERS SIGNATURE— APPROVAL OF BUII.DING OFFICIAL Rovind 10.2005 Form Homeowners Enmption BOARD OF \-PPEALS 688-9541 CO SERV.MON 688-9530 TiEA T 1688-95.30 PLANNING 688-9535 s i , . i aal Kevin M.Burke Secretary Thomas G. P.E. Deval L.Patrick /�G JC Commissioner Governor Timothy P.Murray Lieutenant Governor / February 11, 2008 Mr, Mike Donahue Preferred Building Systems 143 Twistback Road Claremont, NH 02743 RE: CERTIFICATION INTI—TE MASSACHUSETTS MANUFACTURED BUILDINGS PROGRAM,MC#: 346 Dear Mr. Donahue: This letter is tia confirm.the certification of Preferred Building Systems located in Claremont,NH in the Massachusetts Manufactured Building Program as a producer of Manufactured Buildings is approved for the period of February IL.2008 through April 30,2009. This approval is contingent upon final review of your application for certification as well as compliance with all listed conditions of approval and compliance with the provisions of 780 CMR the Massachusetts State Building Code 7th Edition—527 CMR 12.00,the Massachusetts Electrical Code and 248 the Massachusetts FLtel/Gas and Plumbing Code. Sincerely. BOARD OF BUILDING REGULATIONS AND STANDARDS 41/nc h K. McAlister Maou.lactured Buildings Program cc: T.R. Arnold & Associates File This correspondence has been issued from the Board of Building Regulations and Standards 167 Lyman Street,Hadley Building,P.O.Box 1063,Westborough,MA 01581 Phone: 508-898-0167 Fax:508-898-2386 TEMPLAR HOMES, LLC DISTRIBUTORS OF: Page One 174R LYNN STREET , MODULAR PEABODY, MA 01960 HOMES BUS. 978-532-4074 4 Templar Homes SALES AGREEMENT and DEPOSIT RECEIPT THIS AGREEMENT made this . . . . . . ao . . . . . . . . . day of. . .AP21� Zoog . . . . . . . . . . . . . . . . . . . . . . Between TEMPLAR HOMES of Peabody, Massachusetts, hereinafter known as the Contractor, and 66EP-T E MAvtE(L of 88y0gr&vj " tV T Oa.-Tit A rooVtr2 MA Ots4s hereinafter known as the Purchaser. THE FOLLOWING WORK TO BE DONE BY THE CONTRACTOR: BASIC PRICE $ Ig351b DELETIONS: ADDITIONS: FIRST TOTAL DELETIONS I0J I T I h V DCA u OE9051r 2000 010 SECOND TOTAL OQO.. JPO S 1'r ZvOOC, OV GRAND TOTAL DOWN PAYMENT RECEIVED FIRST TOTAL: BALANCE DUE THE FOLLOWING WORK TO BE DONE BY THE PURCHASER OR OTHERS: '/j y J&J- I propose we go ahead based on the most-recent price quote in spite of the fact that I have some questions/observations about it and related items. I think you will feel more at peace with our joint venture when we have a signed agreement and you are in possession of a couple of checks. (And I want you to feel at peace with our joint venture!) I assume we can proceed with the understanding that there will be puts and takes (changes which will both increase and decrease the final price) which we can address as construction completes. The Quote: Windows - I asked for three standard attic windows but see only two, and we have not decreased the number of 3046 Anderson 400 windows by one as I intended. I assume that a reduction in windows and exterior doors will result in a corresponding reduction in Vycor flashing. Symmons valves - The expensive valves were replaced with much less expensive ones, but instead of a substantial price decrease we had an increase of$93.60 (times 1.45). MicroLam spans - there was an error of$1500 perJ2; was that before or after the 1.45 factor? Did we add the vacuum outlets? I didn't see them. Are the two ceiling-light counts correct? I thought they might be off. I assume that the counts on things like electrical receptacles is a ballpark estimate and the actual count will be used in the final price. My oblitzations on set day: Required building permit Lalley columns and plates Portable toilet Possibly a bulldozer - you'll tell me ahead of time Coffee and donuts Have plywood for attic floors and air handlers available for transfer via crane to the attics before the attics are buttoned up. Have three steel beams ready for transfer to the garage for installation before setting modules in the event that these beams have not already been installed. (I expect they will have been installed before you arrive.) Everything else provided by J&J. Agreements: I'll have final signoff on drawings. Construction won't start until we have agreement on details and verification by J&J that foundation is according to specs. Foundation will be poured in May, 2008. Construction of the modules will take approximately four weeks and I can plan based on that estimate; modules will be set about four weeks after completion of foundation. What does it mean that "porches and decks are buyer's responsibility." Does this affect the front "portico"? We'll have to make corrections and/or changes to the contracts before we sign. I'll have two personal checks for you - one for $8000.00 made out to you personally and one for 15% of the total purchase price minus $2000.00 (net amount is $27,027.40) made out to PBS or templar as you wish. We'll meet Tuesday or Wednesday. MLM and I will visit Jim and Keith to go over details yet to be resolved. Jim will give me framing drawings for the cellar and garage. You're going to "hold my hand" on this project beyond the setting of the modules. I hope this will include guidance on who to hire, where to buy supplies, and the like. You are famous for your facilitation of corrective measures in the event of errors on the part of the factory and/or damage during transportation. I expect to be able to add to that reputation should the occasion arise. a-l 0 c s c Page 1 of 1 r6Y7 ,� x Dr. Robert E. Maurer From: Jim Lovering Ulovering@preferred buildings.comj Sent: Friday, February 22, 2008 9:46 AM To: Dr. Robert E. Maurer Subject: FW: 80025 Garage Beams Bob, Our engineer has made a revision to what was sent before. please see attached. I'll address your other issues later today or Monday. Jim L PBS From: Bernard Asonevich Sent: Friday, February 22, 2008 9:24 AM To: Jim Lovering Subject: 80025 Garage Beams Jim, The beams in the Garage will have to be bumped up a notch. I came up with a design for the rafters over the wing so the roof won't interfere with the windows of the main house. The ends of the 2x12 ceiling joists will have the same heel height as the trusses would have had and the rafters will be set inboard of the walls. The joists will pick up the roof load. Unfortunately some of this load will get transmitted to the marriage wall, which will trickle down to the beams in the garage. I've also included the sliding and drifting snow from the roof of the main house. The file, "Basement Beam.pdf', can be sent to the customer. The file, "Rafters 24-0-O.pdf', shows the rafter design. The rafters will be done as panels, instead of pinned or hinged, to meet road height. Sincerely, Bernard I 3/11/2008 Job:80025 Anal)-Colonial-Preferred Building System/Attic 24- THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x8 SPF#1/#2 MAXIMUM FORCES Bot chor&2x12 SPF#1/#2:B2 2x6 SPF#1/#2: Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Endpts Tens Comp Webs 2x4 SPF Stud 3- 5 426 1107 5-10 430 1111 10-14 357 131 1- 3 428 1111 13-16 357 131 16-20 430 1111 20-23 426 1107 23-24 428 1111 The maximum horizontal reaction is 888#•' 4- 7 911 351 7-11 888 341 2- 4 891 344 9-17 493 1301 15-19 888 341 19-22 911 351 22-25 891 344 6- 8 119 405 100 mph wind,30.00 ft mean hgt,ASCE 7-02,CLOSED bldg,Located anywhere in roof,CAT 11,EXP B,wind TC DL---0.0 psi, 21-18 119 443 wind BC DL=0.0 psf. Wind reactions based on MWFRS pressures. Trusses to be spaced at 16.0"OC maximum. Cotlar-Yu:braced with continuous lateral bracing at 24"OC.or rigid ceiling.BC attic loading:LL=20.00 psf;DL=0.00 psf;from 5-0-0 to 19-0.0. Deflection meets L1240 live and L1180 total bad. •^"BEARING ANALOG MODIFIEDI'•'•• 12' 6X4Ta 12' 1� 3 B2 12 7 p © 20 0 2 23 3X6(D1) 13 91 11-6.4 1 15 11-6"a M IM KF b 3X6(DI) 2X3g tel; 2X3 10'7"15 i 10'7'15 24' - -5' 14' 5' - 1 14ft1 14# Rv=1009# U=380# W=5'8 Rv=415# U=1239 Rh=888# RL=341# Rv=415# U=123# Rh=888# RL=341# Rv=1009# U=380# W=5"8 SEQ= 25336 PLT.TYP.-WAVE ryryyyppppN'Np�DESIGN CRIT=TPI Cq/RT=1.00(1.25u10(0) QTY=30 TOTAL=30 REV. 7.40.1001.10 SCALE=0.2500 TRUSSES REQUIRE EXTREME CARE IN FABRICAI ING,HANDLING,SHIPPING,INSTALLING AND BRACING. REFER 76 BCSI(BUILDING COMPONENT SAFETY INFORMATION),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE, TC LL 46.2psf REF 218 NORTH LEE STR.,SUITE 312,ALEXANDRIA,VA,22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA,6300 ENTERPRISE LN,MADISON,WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.UNLESS OTHERWISE TC DL 12.Opsf DATE 02-22-2008 INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 12.Opsf DRWG 7Buflding ferred 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR.ALPINE ENGINEERED PRODUCTS, INC.,SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN,ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING&BRACING OF TRUSSES.DESIGN BC LL O.Opsf BKA CONFOPLATESRMS WITH ARE MADE FL2018/16GA(W,WSS/K)ASTM (NATIONAL13LE PROVISIONS OF NDS6G DE 4061GN SPEC,BY 0(W,K/H,SS)GA VPSTEELL.AND TAPPLYPINE PLA ES TO CONNECTOR TOT.LD. 70.2psf O/A LEN. 24 EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-Z.ANY G Systetms INSPECTION OF PLATES FOLLOWED BY(I)SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3.A SEAL ON THIS DUR.FAC. 1.15 JOB#:80025 Anal * DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT - A DMN o/LaWNSY .X"SgW1 DESIGN SHOWN.THE SUITABILITY AND USE F THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 16.0" TYPE ATIC .BUILDING DESIGNER,PER AN VI'PI 1 SEC.2. Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver:7.01.14 By: Bernard Asonevich,Preferred Building Systems on:02-22-2008:08:55:44 AM Proiect:80025-Location:B4 Garage to replace Column Summary: A36 W 16x40 x 24.0 FT Section Adequate By: 16.1% Controlling Factor:Moment Center Span Deflections: Dead Load: DLD-Center= 0.22 IN Live Load: LLD-Center= 0.39 IN=U731 Total Load: TLD-Center- 0.61 IN=U470 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 5950 LB Dead Load: DL-Rxn-A= 3485 LB Total Load: TL-Rxn-A= 9435 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-A= 0.91 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 5950 LB Dead Load: DL-Rxn-B= 3485 LB Total Load: TL-Rxn-B= 9435 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.91 IN Beam Data: Center Span Lenqth: L2= 24.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 24.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 40 PLF Total Load: wT-2= 40 PLF Point Load 1 Live Load: PL1-2= 11900 LB Dead Load: PD1-2= 6010 LB Location(From left end of span): X1-2= 12.0 FT Properties for:W16x40/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 16.00 IN Web Thickness: tw= 0.31 IN Flanqe Width: bf= 7.00 IN Flanqe Thickness: tf= 0.51 IN Distance to Web Toe of Fillet: k= 0.91 IN Moment of Inertia About X-X Axis: Ix= 518.00 IN4 Section Modulus About X-X Axis: Sx= 64.70 IN3 Radius of Gyration of Compression Flanqe+1/3 of Web: rt-- 1.83 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 6.93 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 52.46 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 7.39 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 49.15 Limitinq Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 110340 FT-LB 12.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr- 128106 FT-LB Controllinq Shear. V= 9435 LB 24.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 70272 LB Moment of Inertia(Deflection): Ireq= 264.68 IN4 1= 518.00 IN4 i 80o2S ___ _..._._ ._. _.__..'_.._ _.__.... _._. _._...._...._.._....___. _. .__.__.__..__._._...__. .. _ . l�Sotiev+d�1 x/21%B Qea..s Garage -to �sracc Ca���r+s ROOT 3taw srv.,s 0 tt0 t ii Roo ' loads will I?e talkc., b� oOTes e► v .N . 208 Ot'i t-.1 9 RF bead Cell,K� t98 t'LF L. 4L= 12pcE 14y PLF CL . i LL= • 3360* 2%9o''s�' y`S90.W L ► I , , 61 2 D„ 490 Ft L 'Floor Iky PCF A �, IZ16 II On 11►0 ? ,[fir 283e�'�p 6aPflop 34SC�Q $000*L 11100* L 9163*L Rar, A 3b x 12eaTw,v3` 9f3°4U 3 5950�� Grid Peas 3t�rw ►qoO D ..�aOn” 2'310 D ► `t S—Y '* - i i 1. Preferred Building Systems rBu!dding 143 Twistbaek Road,PO Box 1 Claremont,NH 03743 7 Tel:603.372.1050 Fax:603.372.1001 ms www.preferrodbuildings.com MODULAR HOMES•CUSTOM WALL PANELS•FLOOR/ROOF TRUSSES February 7,2008 RE: Installers of Modular Homes Certification-Massachusetts To Whom It May Concern: By this letter Preferred Building Systems hereby certifies the following individuals,all of whom are subcontractors of Preferred Building Systems,as"Installers of Modular Homes"through Feb 28 February ,2009. They have,on the basis of training and experience;proven competent to supervise in and participate in the placement and connections required to install the modular product as manufactured by Preferred Building Systems. Subcontractors Employees Raymond Plant Ray Boucher Bud Morin Steven J.Marron Walter Vining Jon Marron Kevin Whitney Jeff Humber Steve Pulsifer Bert Olney Richard Stickle Ralph Stapleton Robert Ball John Coleman Peter Santos John Olmsted Jeremy Thompson Lee Cosgriff Mike Farnsworth Doug Hackney This certification is made in compliance with Section 780 CMR 35 of the Massachusetts State Building Code Manufactured Buildings,Building Components and Mobile Home Rules and Regulations. Picture identification as to identity of Certified Installers is available by means of drivers' licenses of all such installers. jBryaWnuott,Vice-Presient C% NickKrembs,Qua-4 ontrol TEMPLAR HOMES, LLC DISTRIBUTORS OF: Page Two 174R LYNN STREET , MODULAR PEABODY, MA 01960 HOMES BUS. 978-532-4074 Templer Homee SALES AGREEMENT and DEPOSIT RECEIPT The Undersigned TEMPLAR HOMES, hereinafterferred to a theG ONTRACTOR agrees to sell and by these presents does sell,subject to the conditions herein described and . . .KQKII -T . .�-. .MAg9k 9 . . . . . . . . . . . . . . . . . . . . . . .hereinafter referred to as the PURCHASER, agrees to buy CSI as computed above, for the GRAND TOTAL as designated above. Plans, Specification, Order Analysis and Responsibilities of PURCHASER in the hands of both parties to this agreement, are hereby incorporated into this Sales Agreement by reference. The PURCHASER further agrees to pay said sum of (4,5 116 "Balance Due" to be received on delivery. The PURCHASER in signing this Agreement authorizes the Lender of construction money or the Mortgagee to make payments to the CONTRACTOR according to the terms and amounts of this Agreement and deduct same from commitment amount. The CONTRACTOR shall have the right to delay shipment beyond the scheduled date if in his judgment the building site or the foundation is not ready to receive the CSI.The CONTRACTOR is not liable for any delays in filling this order caused by interruption of transportation facilities, fires,floods, explosions, riots, strikes or any other contingencies beyond its control.The CONTRACTOR reserves the right to amend the Selling Price when it is not in accord with his current price list or an arithmetical error is detected. Whenever the CONTRACTOR makes any change in its standard specification to comply with the local building code, the cost of material, labor or service shall be borne by the PURCHASER.The CONTRACTOR reserves the right to substitute materials of equal quality for any herein specified in order to expedite delivery or completion of the Agreement. Dwelling shall be constructed according to the Preferred Building Systems general specifications. No representation implied or expressed made by an employee, agent or Officer of the CONTRACTOR shall be binding upon the CONTRACTOR unless said representation or warranty is in writing and written acceptance of same is made by an Officer of the CONTRACTOR. This Agreement states the entire agreement of the parties, and the CONTRACTOR shall not be bound by any oral representa- tions, sales literature and/or other informal agreements. It shall be the Owners responsibility to obtain all necessary building permits, variances, and any other licenses or other permis- sions to have said building placed on said lot.The CONTRACTOR shall have the right to assume that it is lawful for him to place said building on the Owner's land unless he is notified to the contrary. If said notification is received at any time during the existence of the Contract, the Owner shall be responsible to pay to the CONTRACTOR compensations for labor, materials, transportation, loss of profit and any fines, and any and all other expenses which the CONTRACTOR may have suffered by reason of the Owner's neglect or refusal to obtain any of said necessary permits, licenses, or the like, or his failure to comply with any building or zoning rules or regulations. The Owner agrees that it shall be his sole responsibility to determine the location on his premises of the foundation of the proposed structure and to ascertain that said location is in conformity with the building code and zoning laws of the locale in which said land is situated and the Owner shall inform the foundation crew of said location. If the location determined by the Owner is in violation of the building code or if the Owner fails to inform the foundation crew of the location and the foundation crew determines the location themselves and said location is in violation of the building code and shall not be in the exact location desired by the Owner, then the cost of all necessary corrections including fines shall be borne by the Owner.The CONTRACTOR specifically disclaims any responsibility for the suitability of the Owners site for the erection of the building described herein and assumes no responsibility in determining existence of any subterranean conditions effecting the erection thereon of said building.The Owner agrees to make test borings if, in his discretion, he deems them necessary. The CONTRACTOR shall not be liable for any damage to plants, shrubberies, lawns,fences, or other ornamental or decorative appurtenances within a thirty foot area necessary for the activity of the workmen or their equipment, in the execution of their work. The CONTRACTOR shall not be responsible for any landscaping or finish grading around the building and shall not be responsible for the removal of excavated earth or debris from the property, or debris from construction. It is agreed that title to all materials, supplies and the building furnished under this Agreement shall remain the property of the CONTRACTOR and shall be deemed and considered as personal property until all payments required hereunder shall have been made in full. This agreement shall be governed by the laws of the States of New Hampshire, Maine, Vermont and Massachusetts. If for any reason this becomes a collection situation, all legal and collection fees will be borne by the PURCHASER. All contractor changes must be in writing. ADDITIONAL PROVISIONS:. . . . h 0.J S'�. . . . . . . . . . . . .� . . . .Y �. . . . . . . . . . . . ,v, .6, . 1 L S . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN WITNESS WHEREOF,This Agreement has been executed on t is t � day f& of (k is + ) a9 by PURCHASER SALESMAN t--,�� Contractor TEMPLAR HOMES PURCHASER Countersigned by 06/04/2014 04:27 FAX 121 002 ZURICH' The Intend Marine Declarations,Common Policy Conditions, Commercial Inland Marine Conditions,Coverage Form(s)and INLAND MARINE DECLARATIONS Endomement(s),if any,issued to and forming a part thereof, complete the Commercial ASSURANCE COMPANY OF AMERICA Insurance Policy numbered as follows: A Stock Company Administrative Office:1400 American Lane New Policy BR67417479 Schaumburg,IL 60196 Renewal of Rewrite of THIS IS A COINSURANCE CONTRACT. In return for the payment of the premium,and subject to all the terms of this policy,we agree Please read your policy, with you to provide the insurance as stated in this policy, 1.Named Insured and Mailing Address: 2. Producer Information ROBERT MAURER A) Name: 88 JOHNSON ST Jankowski Insurance Agency,Lic NORTH ANDOVER, MA 01845 10 Main St Andover,MA 01810-3700 #17071192 B) Telephone#;9784749600 3.PolicyPeriod—From:04/0512008 To:04/05/2009 C) Fax# 9784744224 D) Zurich Producer#: 170711 s2 12:01 a.m.Standard Time at our mailing address above. E) Field Office Name: AUBURN Y 9 F) Field Office Code; XA 4. Form of Business; 10 lndividual Partnership ❑Corporation Joint Venture ❑ Other S. (,.units of Insurance (either One-Shot or Reporting Form as indicated below *Reporting Form(continuous policy) ®One-Shot(non-reporting fomUsingle structure policy) ❑Annual Rate ❑Monthly Rate(HBIS—4) ®1.4 Family Dwelling ❑Commercial Structure Property location:86 JOHNSON ST NORTH ANDOVrR,MA 01845 A) Any one structure $ B) Property temporarily at any other $ New Construction premises A) Any one structure $ 500,000 C) Property in transit $ B)All covered property at all locations $ 500,000 D)All covered property at all locations $ (same as A unless otherwise noted) E) Development/Subdivision Per Report Remodeling Fenoes/Walls or Signs C)Renovations and Improvements $ 0 17 Rate Per Report D) Existing Buildings or Structures $ 0 G)Premium Per Report Additional Coverage&Final Premiums H)Total Taxes and Surcharges Per Report IF) Property temporarily at any other premises $ 10,000 (per attached endorsement) F) Property in transit $ 25,000 1) Total Fully Earned Policy Premium Per Report G)Development/Subdivision $ 0 FenceslWalis or Signs 14)Rate $ 0.25 1) Premium $ 1,375.00 J) Tota)Taxes and Surcharges $ 0.00 (per attached endorsement) K)Total Fully Earned Policy Premium $ 1,375.00 (minimum premum applicable) i i 6.Deductible: [1 $500 ® $1,000 ❑$2,500 ❑$5,000 ❑Other 7. owns Applicable To All Coverage Parts: U-RET-E-402-A 11-06,IL1201(11185),47681 (09/93),U-GU•630-C(12107),U-GU-768-A(12107),U-GU-767-A(01108),U-GU-745A MA(11106),CM0001 (09/04),IL0017(11/98),40471 (11/02),HEIS-1 (11102),HBIS-78(02)08) Countersigned; ` By ate thorized R entative FMA 70001 (09 07) R NORTI, own of North Andover Office of thenm• Community � g Department ty Development andS • 0 Osgood Landing ` ' > C . 1600 o>�Dai Building#20,Suite 2-36 2007 APR I I Xi 11: 47 UncTOwn In Daley North Andover,Massachuwtts 018 5 7,j.:, P(978)688-9535 F!QR ! F(978)688-9542 MAC Bldg. ZBA NOTrCE QF DE ISION Con/Com Health Fire Chief Police Chief Town Clerk DPW/Engineei AnyaPl�esl shall be filed within(20)days after the date of filing this Notice in the office of the Town Clerk. Date: Apri15,2007 Date of Hearings. March 20 APIR 3, 2007 Date ofDecision; April 3, 2007 Petition of Robert E.Maww 38 Johnson Stream North Andover,MA 01845 Premises Affected: 88 Johnson Street,Map 97-Parcel 2 Referring to the above petition with provision of MG.L., pm. 0 Section 7.2.2 of the Zoning Bylaw for a Fro A, �� 11 d0: located within the R-3 Zoning District. EX�ptlonCSpecial4Permit oProperty is n I I & At a AW 2�by Alberto given on the above date and upon a motion Aa81 to approve a Pronta a 'made J ICusek Johnson Street the god voted nnanimo B option Special Permit for 88 conditions: �h' favor based on the following Sim: a Lincoln Daley, Town er on behalf of the Planning Board Richard Nardells,Chi Jolty Simons, Vice Chaimnan Alberto Angles, Chair cc: file Jennifer Kusek A P R1 L MY/"F;EAU 688-9541 BLM D1N0 6U4543 �gUVATION 688.9330 ICF 6M930 BOARD OF APPEALS wo6284333 } 88 Johnson Street,Lot 2 - Special Permit Approval—Frontage Exception Lot The Planning Board makes the following findings regarding the application of Robert E. Maurer, 88 Johnson Street,North Andover,MA 01845,requesting a Special Permit under Section 7.2.2 of the North Andover Zoning Bylaw for the creation of Frontage Exception for Assessor's Map Map 97, Lot 2,located off Johnson Street. FINDINGS OF FACT: Lot 2 as shown on the Special Permit Plan,December 26,2006 (Revised 3/5/07)conforms to all of the criteria set forth in Section 7.2.2 of the North Andover Zoning Bylaw as follows: 1. The area of Lot 2 exceeds by three times the minimum area required for that Zoning District. 2. The lot has a minimum continuous street frontage of not less than fifty(50)feet and a width of not less than fifty(50)feet at any point between the street and the existing home. Lot 2 contains 100 feet of frontage on Johnson Street. 3. There is not more than one other frontage exception lot contiguous to it. 4. The lot is located as not to block the possible future extension of a dead end street. 5. The creation of the proposed frontage exception lot will not adversely affect the neighborhood. The development of single-family homes on lots in excess of 25,000 s.ff is in keeping with the current zoning and respects the rural character of the existing neighborhood. 6. The granting of this special permit will not be detrimental to the Town as a restriction on Lot 2 shall prohibit further subdivision of the parcel. 7. The creation of the frontage exception lot is in harmony with the general purpose and intent of the bylaw. 8. There are no wetland resource areas located between the street and buildable portion of lot. 9. The issuance of this Special Permit is conditioned upon the approval of an Approval Not Required,Form A Plan for the creation of three(3)lots as shown on the Special Permit Plan, dated December 26, 2006(Revised 3/5/07). Upon reaching the above findings,the Planning Board approves this Special Permit with the following conditions: n � Special Conditions: CD o �' ion must be filed with the Essex North Registry of Deeds. Incl cn o p vPof =.'Fi 1. This decision Si�'3' � .y this decision are the following plans: Plans titled: Plan of Land Located in No. Andover,MA. �v Record Owner&Applicant 2 88 Johnson Street,Lot 2 Special Permit Approval—Frontage Exception Lot Robert E. Maurer Prepared For: Robert E. Maurer 88 Johnson Street North Andover, MA 01845 Prepared by: Christiansen& Sergi 160 Summer Street Haverhill, MA 01830 Scale: 1"=40' Plan Date: December 26,2006(Revised 3/5/07) a. The Town Planner must approve any changes made to deemed substantial by the Town planner will re these plans. Any changes modification by the Planning Board q a public hearing and a Prior to Form U sign-off(the issuance of a Building permit): 2. The Pl � anning Board must endorse the final site plan mylars and three 3 Plans must be delivered to the Planning gistry must Deeds and ( )copies at the signed Re ' proof of recording Department. The Plan must be recorded at the 8 must be submitted to the Planning Department. a. The decision of the Pl Deeds and a of coming Board must be recorded at the Essex North Registry Office. copy of the recorded decision must be submitted to the lanniing b. The final drafted restriction must be submitted to the Town Planner Planner,the Restriction musb r for review. Upon review and approval by the Town North Registry of Deeds and a copy of the recorded restriction recorded at the Essex Town Planner. must be submitted to the c. The provisions of this conditional approval shall apply t applicant, its employees and all successors and assigns °and be binding upon the 3. The applicant must post a security m interest or control. that the obligations of Condition#4 o>�e e l w Board in the amount of$5,000 to ensure below will be executed. 4. Prior to release of security: a. Lot 2 shall not be further subdivided. C Planning Dethe ertifiive co of this must be provided to the reviewed by the Town planner,�and a restrictive covenant. The covenant shall be Registry of Deeds. A co if acceptable, then recorded at the Essex North PlanningDe PY of the recorded covenant must then be provided to the Department. b. A covenant must be placed on all i• The runoff three(3) lots which stipulate or the rooftops of all new buildings shall bthe following: e completely infiltrated. 3 88 Johnson Street,Lot 2 Special Permit Approval—Frontage Exception Lot ii All newly constructed residential homes must be oriented towards Johnson Street and should maintain the rural character and integrity of the existing neighborhoods. iii. All residential houses will be required to connect to municipal sewer. iv. The construction of a residential structure on Lot#1 shall be setback approximately 25 feet+/- from the horizontal plane of rear side of the existing home located on Lot #2. v. Existing stonewall is to be restored upon the completion of all newly constructed residential homes. 5. This permit shall be deemed to have lapsed after a two (2)year period from the date on which the Special Permit was granted unless substantial use or construction has commenced. Therefore the permit will lapse on April 3, 2009. cc: Applicant Engineer File Conservation Commission Building Department Assessors Department o � cn; 71 s 0 4 FOR REGISTRY USE ONLY N/F GLEN& CATHERINE JOHNSON BOOK 1182 PACE 192 `$ $ owl 00 N F MAP 9s Lor Lw MICHAEL & RITA QQ SOWER ' DVN9ANLOvnr BOOK$841 PAGE 178 .2V aNmr MAP 95 LOT 11 LEANW ML •} LOCUS � M 1 CERTIFY THAT THIS PLAN CONI'ORMS TO THE ON PIPE LOCUS MAP RULES AND REGULATIONS Of THE REGISTER OF FOUND SCALE:NTS DEEDS. 1 FURTHER CERTIFY THAT THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING ` OWNERSHIPS,AND INE LINES OF STREETS AND WAYS SHOWN ARE.THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY DUSTING OWE,AND NO NEW LINES d FOR DIVISION Of EXISTING OWNERSHIPS OR FOR NEW / A M WAYS ARE SHOWN. 42 CHAPTER II SEC770N 8tX d' O 826/07 W AREA 30, 157 S.F. 0.69 ACRENF St ROBERT f MAURER ►° M TOTAL FR NATGE = 1251 BOOK 1324 PACE 240 N CBA = 100% MAP 97 Lor 2 ZONING DISTRICT R3 0 "� cn N 1 MINIMUM AREA=25,000 S.F. MINIMUM FRONTAGE=125' Z MINIMUM FRONT SETBACK=30' MINIMUM S =20' REAR 37.42 MINIMUM REAR SCTBACETBACK=30' RELIEF SOUGHT S69°4171 REDUCTION INSIDE LINE OFFSET TO 14 FEET ASSESSORS REFERENCE % MAP 97 LOT 2-1A GARAGE O C.F. 241.63 72' 4.7' ZONING BOARD OF APPEALS PROPOSED HOUSE s /� TOWN OF NORTH ANDOVER 32' F.F. 251.00 O #& B.F. 242.33 ^^ JOHNSOI rr N EXISTI 50' 14,7' p DWELL. A j DATE: PORCk S 13°54', N/F CALABRESE FAMILY TRUST 80OK 1445 PAGE 314 75.2 `4 MAP 97 LOT 6s wEruNas �_ 0.00 75.00' 4 a W. BASBAN££EDDS ASSOCIATES ��HAS -- D�ANYINWETL4NOSTON SITEN T N4 i°1 23'34"W 10.00' EAS. --------------------- JOHNSON STREET VARIANCE IRON PIPE FOUND PLAN OF LAND LOCATED IN NORTH ANDOVERNA. OWNER&APPLICANT CHRISTIANSEN; PROFEss%NAcLAND SERGI SIOVEYMSENGINEERS SCALE.• 1"-20' DA Q ROBERT E. MAURER T 20 0 20 40 FT 160 SUMMER ST. HAVERHILL,MA, 01830 TEL 978-573-OJIO 18 JOHNSON STREET MORIN ANDOVER NA © 2007 BY 0Vft l4KSEN t SERGI INC. DWG.NO.06070004 i DESIGN CRITERIA DElAR.1 --_ DETAIL G TRUSSES:RIDGE SYSTEM 5 DESIGNEO TO -- ACCOMDDATE STATE.LOCAL.AND FEDERAL CODES REGARDING GROUND SNOW LOAD CONOH ONS. OETML Y. REFER TO SHEET I FOR GFOUNO LOAD CONDITIONS RAFTER Poor SYSTEM 2x5 COLLAR TIE FLOOR LAVE LOA°: FIRST FLOOR LNE LOAD 40 PSF NOTE:ANY INSULATION IN ATTIC AREA 21B RATERS FIRST ROOK DEAD LOAD 10 Pyr 5 SUPPLIED&INSTALLED BY G.C. i BE ONO FLOOR LNE LOAD 40 PSF INHABITABLE 9 SECOND ROOR DEAD LOAD ID PSF ATTIC -, 2X4 KNEEWALL 2X4 KNEEWALL V, DESIGN SPECIFICATIONS - ROOF-E. CUSS"A"DBERGLASS DASCD ASPHALT SHi &151 FEJ PAPER DCTMIA� t9/3i BAflUff.15511'PIRO a�NnaUO BY GRACrrERs,6'DC. 2'2" 1 J,2„ t/1"_HECAA0._BN SLVMRDBINnµt[O BY GC. DETAIL D NOR&NAGE Of IXSULA110'L SEE CROSS SECIpN DETAILS L . SECOND ROOR CEILING SYSTEM 2X8'1'd2 OR EMER RAPERS.16"D.C.v/3/4"X Ii"NxC[WNL nOP SUP➢LICO a N51A1lID BY rMTIXrv. 2X4 SPFd nw GRADE RM£.1 16•G.C.mw 0 BY FAc1G.R+. Bax D Box C -1 HE HE(CEnmc—)Iv Dc. EXTERIOR 4'/ALL SYSTEM MPRRIACE WAIL SYSTELI WTO:MATERIAL RW—_HA&ROOF SYSTEM SOPPOAT -11 UNIT'B' ((NC[PI As NOTED)s>PPUEO a INSTALLED BY FuiaRr. F5ECOND FLOOR SYSTEM SECOND ROOR cOLluc STEM DETAIL B. i/`AOVANNE Tx UupEl3AruEm SRF,I[2110 PEPoNETFR w/INID Sn1/2 IDsJS P 16"GC. 5B"W EoA,%CYPSUL L539(1 HR)fIRE RATED DETAIL ERat IX sE'1...1-1 Ixsuulrox CEILING/FLOOR ASSEMBLY FIRST FLOOR CEILING SYSTEM FAST ROOR CEftWG SYSTEM P K (I HR)FIRE BOX A SHA"eOVA TOG- U356 1 U356 SEPASEPARATIONWALL BO%B O 4uaE C.P[wEifR w/S+O$SP!1/212 FISTS a 16'GC J3/1(1 HR)FIRE 5/B^wNLsoNRa.40P511a EXTERIOR WALL SEPA—CN WALL -21 DEW PACRFO CELLULOSE NBLU SYSTE. MARRNGE WALL SYSTEM UNIT'A' /Is WNL xr0N T/16"EYPOSL.N[ONE APA RAIEp SH CA LIC 2X6 511D�SK PLO GRN-OR&TIER,tb"O.0 FIRST FLOOR SYSTEM RI6 MBERGVSS INSUUTDN W/KRAR PMCR vAPoR BARRIER SYlPLN EVERY 1/1"WA1L804fiD.GYPSUM DETAIL C uARINCE WNL I, !C 5406 FIRE RATED '... 2Y-1 DE1,Ex,71 art APA EDSRATEBETTER. C'B FOUNDATION DETAIL FLOOR/CEILING ASSEMBLY 2x2 SA&I 6P!SND CWOE 0.s 8[iIER,16"0.C. li SEE NOTES (2)LAYERS OF 5/8"FIRE RATED I/2"WALLBOARD.CNSUu SHEFACICX INSTALLED ON SITE BY C C. MEPoOR WNL SSTEII: 2Xa DUDS.SPE SM GRADE OR BETTER,169.C. I/2-A'NLBOARD GYPS�Iu Basement —1 ROOR BYSTCU; ly-ExPoSURE BAR APA RAIEO TOC__NT 0&2n2—TER`/ LAwETEF/2.10 Sn!/2,µP HI-E. _ITER wIFRML$R(2 OR&TIER AIDS-ANGERS 10 DE USED ALONG THE MARRNGE-L—AFTER BRIDGING M`DSPAN RIR C41MP0N A/—BARRIER BY C.C. n23/3 FLOCK SnEu; 27'6" -R ExPGsua DRE APARATEDTac 5116"YMENT D, OBL 2Y12 PC-w/2110 SPF/FT,0 16"D[. CROSS SECTION ""°`RU Too BBEBAL).THER Arsrs x WS'ro eF us[D Naxc THE uAwuA¢WALL R[RBAnw aRDcwc wSPAx SHEATHING SCHEDULE GENERAL NOTES MAI..IN.SYSI[M FWP ROOR BECX iO RRP!LOOP CEUNG_IED BY FACIDRY. LOCATpN THICKNESS GRADE INDEX CPTIOW I FOOTINGS.FOUNQAipN WALLS AND BASEMENT BALANCE b STAxS LO SEww ROOR NRxF]If0 BY FLOORS AAE DESIGNED AND INSTALLED BY C.C. FACTORY I.vPM1.BY C.C. SEE SHEET T04.0 FOR DESIGN CRITERIA & SPECIFICATIONS �°°` 8132" D$B 11/20 5/32"SHTD PER PND"S`CODES AND SITE`GN°IIIDNS. .II2X12DaMAORBERDRSHANOERA LCABLF URDN MAPS 1.DEMLED STRUCIUPAL NFORMATION AND AND LLP.N aumsmc. EXT WALL 15/32" OSB 32/16 3/B"7EMTC IONS ARE dVA .1 IN WR 0)2x12 SPF/2 OR BETTER srRwctRi OR OSB NYADROOu 6S M.N DUHNY ASSURANCE/GLCUUipN MANUAL wtDwl.Sa`ABOvi rRUO MARRIAGE WDLL ]/i6" DSR 2410 3/8"PLYA000 3 EASTENING CONFORMS 10 AF&PA R. OffN STAWS RCMRRE MUSTERS a"O.0 SLP 1&I-,UD BY ROOR 23/32"TAG UNDIAYMT 24"O.0 23/32" 2001 EDTION.FASTENER SCHEDULE.THE &S[uCM naRS MTEu: UNI FASTENER SCHEDULE IS AVAILABLE IN OUR DUALITY ASSURANCE/CALCULATION LNNUAL. WICRILL SMPPOFD BY C.a YSNICD BY C.C. M READ.NAx BSER GXTARD-—.Dr BUROw ow", 1.All SHEATHING IS AGENCY RATED a,AMC VENTING IS PROVIDED THROUGH A COMBINATION AND LOCAL NMSGIGipx. 2. ROOF SHEATHING-STAPLED(RESIN COATED),ALL OTHER SOFFIT AND RIDGE VENTING SYSTEM,CALCULATIONS (3)2112 SPR/2 Pe BETTER STRINGER$ SHEATHING GLIIEO&STAPLED(OR NAILED)PER FASTENING SCHEDULE. ARE AVAILABLE WR DUALITY ASSURANCE/CALCULATIONS NUOroW 6'B'MAN_ MNJUAL HMgWI 3A"ABOIE TREAD BFEN STAIRS R[DIARE DAIT-5 111—11 Ix51AELF0 BY GC. oATE REVIsIonls eY APav SHEET TITLE: CROSS SECTION DWG# rr�f�rr�d dui I�in� 5y�t�m� 7'6x47'Custom Duplex-Templor Homes tgr.-Ferrel Lot 2-98-100 Selden Street-Dorchester,MA 080018 Ii'"'"" PO BOX I,143 TwiBtback Rodd DRAWN BY: Geno SCALE: SHEET: BuIIdIP1g Claremont,UH 03143 DATE:2-7-08 AS NOTEDDORCHEW3F� G UM CHECKED BY: DWG # TO`t,1 N15CHEmsCIIx,ODOR&v&VN a �(n� 603-312.1050 603-312-1001 Far 45 PSF MW SO LOAD AND A 105 Wit WIND SPED DATE: 080018 IRM WITH wDUUR ENfRCY COMUNCE Ws DETAL G DETAIL H - RAFTER ROOF SYSTEM 2X6 COLLAR TIE NOTE: ANY INSULATION IN ATTIC AREA 2X8 RAFTERS IS SUPPLIED& INSTALLED BY G.C. 72 INHABITABLE � 9 ATTIC 2X4 KNEEWALL 2X4 KNEEWALL DETAIL A 7'2 7 2„ DETAIL D z SECOND FLOOR CEILING SYSTEM 0 U o Box D Box C U EXTERIOR WALL SYSTEM MARRIAGE WALL SYSTEM UNIT 'B' SECOND FLOOR SYSTEM DETAIL B L539 (1 HR) FIRE RATED DETAIL E CEILING/FLOOR ASSEMBLY FIRST FLOOR CEILING SYSTEM U356 (1 HR) FIREBOX A SEPARATION WALL BOX—B - U341 WALL U341 (1 HR) FIRE _ SYSTEM SEPARATION WALL MARRIAGE WALL SYSTEM UNIT 'A' 00 FIRST FLOOR SYSTEM DETAIL C _ A FC 5406 FIRE RATED qa: a FOUNDATION DETAIL F FLOOR/CEILING ASSEMBLY �,-• SEE NOTES L(2) LAYERS OF 5/8" FIRE RATED SHEETROCK INSTALLED ON SITE BY G.C. Basement 27'6" CROSS SECTION Y //16"EXPOSURE ONE APA HAILD SHEAIHING o 2X4 STUDS,SPF SND GRADE OR BETTER, 16"O.C. p 1/2"WALLBOARD,GYPSUM INTERIOR WALL SYSTEM: 2X4STUDS,SPF STUD GRADE OR BETTER, 16"O.C. 1/2"WALLBOARD,GYPSUM FIRST FLOOR SYSTEM: 23/32"EXPOSURE ONE APA RATED i&G UNDERLAYMENT DBL 2X12 PERIMETER W/2 00 SPF#2 JOISTS 16"O.C. PERIMETER MATERIAL SPF#2 OR BETTER JOISTS HANGERS TO BE USED ALONG THE MARRIAGE WALL PERIMETER BRIDGING MIDSPAN R19 INSULATION W/VAPOR BARRIER 13Y G.C. SECOND FLOOR SYSTEM: 23132"EXPOSURE ONE APA RATED T&G UNDERLAYMENT DBL 2X12 PERIMETER W/2x10 SPF#JOISTS 16"O.C. PERIMETER MATERIAL SPF#2 OR BETTER JOISTS HANGERS TO BE USED ALONG THE MARRIAGE WALL PERIMETER BRIDGING MIDSPAN SHEATHING SCHEDULE GENERAL NOTES INTERIOR STAIR SYSTEM: FIRST FLOOR DECK TO FIRST FLOOR CEILING INSTALLED BY FACTORY, LOCATION THICKNESS GRADE INDEX OPTIONAL 1. FOOTINGS, FOUNDATION WALLS AND BASEMENT BALANCE OF STAIRS i0 SECOND FLOOR FURNISHED BY FLOORS ARE DESIGNED AND INSTALLED BY G.C. FACTORY INSTALLED BY G.C. ,ATI 0 N S ROOF 19/32" OSB 40/20 15/32" SHTG. PER APPLICABLE CODES AND SITE CONDITIONS. MIN. TREAD&MAX.RISER DICTATED PER APPLICABLE BUILDING CODES AND LOCAL JURISDICTION. ' 3/8"SHTG, 2. DETAILED STRUCTURAL INFORMATION AND (3)2X12 SPF J2 OR BETTER STRINGERS EXT WALL 15/32" OSB 32/16 OR OSB CALCULATIONS ARE AVAILABLE IN OUR HEADROOM 6'8"MINIMUM QUALITY ASSURANCE/CALCULATION MANUAL, HANDRAIL 34"ABOVE TREAD MARRIAGE WALL 7/16" OSB 24/0 3/8"PLYWOOD 3. FASTENING CONFORMS TO AF&PA WFCM OPEN STAIRS REQUIRE BALUSTERS 4"O.C.SUPPLIED&INSTALLED BY G.G. FLOOR 23/32" T&G UNDLAYMT 24"O.C. 23/32 2001 EDTION, FASTENER SCHEDULE. THE BASEMENT STAIRS SYSTEM: UNDLAYMT FASTENER SCHEDULE IS AVAILABLE IN OUR QUALITY ASSURANCE�CALCULATION MANUAL. MATERIAL SUPPLIED BY G.C.&INSTALLED BY G.C. 1. ALL SHEATHING IS AGENCY RATED MIN. TREAD&MAX.RISER DICTATED PER APPLICABLE BUILDING CODES 4. ATTIC VENTING IS PROVIDED THROUGH A COMBINATION AND LOCAL JURISDICTION. 2. ROOF SHEATHING—STAPLED (RESIN COATED),ALL OTHER SOFFIT AND RIDGE VENTING SYSTEM, CALCULATIONS (3)2X12 SPF J2 OR BETTER STRINGERS SHEATHING GLUED &STAPLED (OR NAILED) PER FASTENING SCHEDULE, ARE AVAILABLE OUR QUALITY ASSURANCE/CALCULATIONS HEADROOM 6'8"MINIMUM MANUAL. HANDRAIL 34"ABOVE TREAD OPEN STAIRS REQUIRE BALUSTERS 4"O.C.SUPPLIED&INSTALLED BY G.C. DATE REV i S I ONS BY APPV SHEET TITLE: CROSS SECTION DWG# 27'6x47' Custom Duplex — Templar Homes Lot #2 — 98-100 Selden Street — Dorchester, MA 080018 1 1 DRAWN BY: Geno SCALE: SHEET#: DATE: 2-7-08 AS NOTED DORCHESTER,MASSACHUSETTS CHECKED BY: DWG #- 104. 1 AIT.SCHEDULES(GLAZING,DOOR&LIGHT&VENT) 145 PSF GROUND SNOW LOAD AND A 105 IDPH WIND SPEED DATE: 080018 INCLUDED WITH MODULAR ENERGYCOMPI ANCE CALCs ,I� DESIGN CRITERIA TRUSSES: ROOF SYSTEM IS DESIGNED TO ACCOMODATE STATE, LOCAL,AND FEDERAL CODES REGARDING GROUND SNOW LOAD CONDITIONS. REFER TO SHEET 1 FOR GROUND LOAD CONDITIONS. FLOOR LIVE LOAD: FIRST FLOOR LIVE LOAD 40 PSF FIRST FLOOR DEAD LOAD 10 PSF SECOND FLOOR LIVE LOAD 40 PSF SECOND FLOOR DEAD LOAD 10 PSF DESIGN SPECIFICATIONS ROOF SYSTEM CLASS"A"FIBERGLASS BASED ASPHALT SHINGLES, 15#FELT PAPER 19/32"EXPOSURE ONE APA RATED SHEATHING. RAFTERS, 15"O.C. 2"VENT BAFFLE IS SUPPLIED&INSTALLED BY G.C. 1/2"WALLBOARD,GYPSUM SUPPLIED&INSTALLED BY G.C. FOR BALANCE OF INSULATION SEE CROSS SECTION DETAILS. 2X8 SPF J2 OR BETTER RAFTERS, 16"O.C.,w/3/4"X 12"KNEEWALL STOP SUPPLIED&INSTALLED RY FACTORY. 2X4 SPF#STUD GRADE KNEEWALL 16"O.C.SUPPLIED BY FACTORY. 2X6 SPF#2 COLLAR TIE(CEILING JOIST) 15"O.C. NOTE:MATERIAL FOR ROOF SYSTEM&ROOF SYSTEM SUPPORTING WALLS (EXCEPT AS NOTED)SUPPLIED&INSTALLED BY FACTORY. SECOND FLOOR CEILING SYSTEM 3/4"ADVANTECH T&G UNDERLAYMENT SINGLE 2X10 PERIMETER W/2X10 SPFJ2 JOISTS @ 16"O.C. 5/8"WALLBOARD,GYPSUM R-32 DENSE PACKED CELLULOSE INSULATION FIRST FLOOR CEILING SYSTEM 3/4"ADVANTECH T&G UNDERLAYMENT SINGLE 2X6 PERIMETER W/2X6 SPF/f2 JOISTS @ 16"O.C. 5/8"WALLBOARD,GYPSUM R-21 DENSE PACKED CELLULOSE INSULATION EXTERIOR WALL SYSTEM: 7/16"EXPOSURE ONE APA RATED SHEATHING 2X6 STUDS,SPF STUD GRADE OR BETTER, 16"O.C. R19 FIBERGLASS INSULATION W/KRAFT PAPER VAPOR BARRIER STAPLED EVERY 8" 1/2"WALLBOARD,GYPSUM MARRIAGE WALL SYSTEM: 7/16"EXPOSURE ONE APA RATED SHEATHING 2X4 STUDS,SPF STUD GRADE OR BETTER, 16"O.C. 1/2"WALLBOARD,GYPSUM INTERIOR WALL SYSTEM: 2X4 STUDS,SPF STUD GRADE OR BETTER, 16"O.C. 1/2"WALLBOARD,GYPSUM FIRST FLOOR SYSTEM: 23/32"EXPOSURE ONE APA RATED T&G UNDERLAYMENT DBL 2X12 PERIMETER W/2 x10 SPF#2 JOISTS 16"O.C. PERIMETER MATERIAL SPF#2 OR BETTER JOISTS HANGERS TO BE USED ALONG THE MARRIAGE WALL PERIMETER BRIDGING MIDSPAN P19 INSULATION W/VAPOR BARRIER BY G.C. SECOND FLOOR SYSTEM: 23/32"EXPOSURE ONE APA RATED T&G UNDERLAYMENT DBL 2X12 PERIMETER W/2x10 SPF#JOISTS 16"O.C. PERIMETER MATERIAL SPF#2 OR BETTER JOISTS HANGERS TO BE USED ALONG THE MARRIAGE WALL PERIMETER BRIDGING MIDSPAN GENERAL NOTES INTERIOR STAIR SYSTEM: iIONAL i. FOOTINGS, FOUNDATION WALLS AND BASEMENT FIRST FLOOR DECK TO FIRST FLOOR CEILING INSTALLED BY FACTORY, BALANCE OF STAIRS TO SECOND FLOOR FURNISHED BY FLOORS ARE DESIGNED AND INSTALLED BY C.C. FACTORY INSTALLED BY G.C. " SHTG. PER APPLICABLE CODES AND SITE CONDITIONS. MIN. TREAD&MAX.RISER DICTATED PER APPLICABLE BUILDING CODES C+ ". CERTIFICATE OF LIABILITY PRODUCER IN U RAN C E OP ID SC DATE(MM/DDAy" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 08 Allied Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 500 South Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Bow NH 03304 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone: 603-224-5394 Fax:603-226-4265 INSURED INSURERS AFFORDING COVERAGE INSURERA NAIC Dave Maynard DBA Cincinnati Insurance Company wsuRER B: Ma and Construction Company INSURER C: 32 8 Main ��rQet Concord NH 301 INSURER D: COVERAGES INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR S TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY DATE MM/DD/YY DATE MM/DD/YY LIMITS A X COMMERCIAL GENERAL LIABILITY CPP 082 34 32EACH OCCURRENCE $1000000 CLAIMSa OCCUR are"MADE 07/01/07 07/01/08 PRE MISEs(EaounCe) _ $100000 MED EXP(Any one person) $50 00 PERSONAL&ADV INJURY $1000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2000000 POLICY 2F LDC PRODUCTS-COMP/OPAGG $2000000 AUTOMOBILE LIABILITY A ANY AUTO CPP 0823432 COMBINED SINGLE LIMIT ALL OWNED AUTOS 07/01/07 07/01/08 (Fa accident) $1000000 SCHEDULED AUTOS BODILY INJURY X HIREDALMOS (Per person) $ X NON-OWNED AUTOS BODILY INJURY (Per accident) $ PROPTY GARAGE LIABILITY (Per aid DAMAGE $ ANY AUTO AUTO ONLY-EA ACCIDENT $ OTHER THAN EA ACC $ EXCESSIUMBRELLA LIABILITY AUTO ONLY: AGG $ A X OCCURCLAIMS MADE CPP 0823432 EACH OCCURRENCE $1000000 07/01/07 07/01/08 AGGREGATE DEDUCTIBLE $1000000 X RETENTION $0 $ WORKERS COMPENSATION AND A EMPLOYERS'LANUTy $ ANY PROPRIETOR/PARTNER/EXECUTIVE WC 1911050-09 TORY LIMITS ER OFFICER/MEMBEREXCLUDED9 06�01�07 06�01�08 E.L.EACH ACCIDENT °�'����\aSj��� $500000 TH - E.L.DISEASE OER -EA EMPLOYEE $500000 E.L.DISEASE-POUdYYLIMIT -$500000 DESCRIPTION COWF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS EXCAVATION CERTIFICATE HOLDER CANCELLATION MAURERR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Robert Maurer IMPOSE NO OBUGATION OR UAINLRY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 88 Johnson Street REPRESENTATIVES. N Andover MA 01845 AUT ORREP EIA TnT ACORD 25(2001/08) 0 ACORD CORPORATION 1988 DEPARTMENT OF PUBLIC SAFETY Elevator Division New Construction / Modernization / Repair / Decommission Permit Maintenance Company: Owner or User: Delta-Beckwith Elevator Company Maurer Residence 274 Southampton Street 86 Johnston Street Boston, MA 02118 North Andover, MA01845 Located at: r Maurer Residence Type Class Tag Number Permit No Type;.. Fee l Maurer Residence EL P 0 0 1 188.00 t 86 Johnston Street } y North Andover, MA 01845 Equipment or devices subject to the provisions of U4 CMR shall not be constructed, installed, relocated Mai or altered unless a permit has been obtained from the Commonwealth of ssachusetts, Elevator Division, before the work is commenced. copy of such permit shall be kept at the site at all times while the work is in progress. Thomas G.Gatr his commissioner