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Home My WebLink AboutMiscellaneous - 124 BLUEBERRY HILL LANE 4/30/2018 (5) TWOMEY & LEGARE CONTRACTING Professional Building / Remodeling P.O. Box 366 Shaun Twomey North Andover, MA 01845 Doug Legare 978-685-744 978-556-1547 1 CONTRACT 1. Date of Contract Signing: 7 -1 2. List of documents part of this agreement: A. Contract B. Specifications (see Exhibit B) C. Drawing(see Exhibit C) D. Payment Schedule (see Exhibit D) E. Limited Warranty(see Exhibit E) F. Notice of Cancellation 3. Parties to Contract: A. Contractor: Twomey&Legare Contracting Shaun Twomey/Doug Legare Federal Id#: 04-3610112 Address: P.O. Box 366 North Andover, MA 01845 Contractor Registration No.: 136779 B. Homeowner: James Muldoon 124 Blueberry Hill North Andover, MA 01845 (978) 688-2760 4. Damon of work to be door and ilie materials to be used: See Specifications(see Exhibit B) s. fatal amount:ag+eed to be pawl for wask to be pefformed oar the coatmct 6. Tune Schedule of payments to be made under the cotmract;finamce charges for lame fees,if my- -Payment Schedule(see Exlu`bit D) Any deposit required to be padd in advance of the start of Ake work shall not exceed one-tjwd of die total con&ad prke or actual cost of arty material or equipment of a special or custom made which nwst be ordered in advance ofthe start of the work to assure that&e profs will proceed on schedsr& No, hwI piayment ffh9H be demanded rail the coy&actis cxmpk d to thesadisfacdon ofall parties 7. A. Date work is Weduled to begin: See ATo. 14 B. Date work is scheduled to be substautiany completed: See No. 14 8. Notice A. All home impovementconback9s and sat oxs shall be registered and that nay inquitim abort a coos'and suboold -i p'ors" be legged sad that any inquires about a cont aftr or rdft W a registration should be&ectad to: Doctor,8aarelm�Com+odord�ai OwAs"w"Ply Rmm 1301 .Roam llfOWN TelephoueN&(619) 727-8398 B. For oont wWW registrationmunbbea,we top offiMp C Homeowner's have tlnee-day canceMon rights undex MGL c 93 §48;MGL c 140D § 10 or MGL c 255D f 14 as may,be moble(am attached Notice of Caps enation). D. For owner's vu ►rights,see 780 CNdR R6 and MGL c 142A. 9. Theme is no lienor on the veAdeum m aconsequ a ofties cow 10.Permit Notice. A. Tie following pcepilivvill be requked in carmeofm with the worts to be Wrformed on your property: B. ft is the obftWm ofthe ooh to obtd a these permits as the owner's ag�t. 2 C Any owner who secures their own eonsMiclion permits ordeal with unregistered contractors shall be awladed from access to the OuKantee,Find. 11.Conwaaw reserves the ng6t when he deems hbnwlf to be insecure to requite as a PreMuisite to continuing work that the balance of fiords due under the conract,which are in possession of do owne,shell be placed in a joint esrsow account requiring do signadireo of the homse inapmement conftdor and the owner for withdraw& 12.The parties agree tlmt no wank shall begin poor to the sIng of&e oonha4 hal to the owner ofa copy ofthe conumt and the mon of any applicable rescission period. 13.Atbiwaion Clause:The aonancor and the homeowner hereby mwWdly agree in advance that in the event dWW Ow contractor has a alspwe concaming this contraa4 the contractor mayarrbnftsud a to apriAW w*&aftw service which hays been 4p waby Ike Offlor of C m=wA aws and BWbmw Regulation and the emmorer shah`be required to submit to such arbitration asprm►ided in MGL c 142A. 14.Other Provisions: A. Commeanceaneat of Wa k/Compledon-Cuter agrees to proceed diftendy with de agreed Won wodr, ply fOjIo • IU aotnpWm of the Title V mon and cadficadon of flim me by ilio Town., • L ufa pennit by&a Town. • F.Wmal ed date of compledow • Camplettion date " be a 1 r inm --- extmtded by do =mber of days,equal to those on which seller shall be prevented or hindered from camplelim due to weatlor conclkioM other am of(hA inab>'Iits► W obtain materials or schedule work due to dehaya caused by homeowner's wle cdon process m clue of order$and/cnr fafiiue of hameovme�s to mane thady payments as agreed. B. Fel paymeatt shall be upon the must offltehmwmm 16eparft sgr+ee to issuance of a certificate of occupancy shall be tate objective standard flet the con fted has been completed and the patties ase fid. Any punk lis#items shall be reduced to wtiiing, with a date for completion. The patties agree Aw no escrow wd1 be held for Punch list items. 3 C. Io Pap am 1 D — GhMM tine IamaoMndaac um- to pay the is =mnear as aged,tbe x aimii 1c UdW to op wa&md paid in addition to sallied �epiaeaag of arae 's Nmon&%pwpaaty to obtaia Pam t imaaDest at to Yate of 1.5% per mouth. T eo wnw..GPM to amo ind add=Ws fm fat mW pqmeos dae but natpoidinadw ymama amd o®ier� Ow�era�aoeate►pu�uvxie�P9� ivae�moe�is mqu�I bycanmackdrto come POEdm Owner. Cabot: . NOMM Nemof*ep rdwabmmlheWWWWOofjiepa to al ��b�►� Z�e�arner�i�b'aupe al�otive row span wba�c�bion�s reor �}'byp ])ojWmW2=CUWJRAffJFI III IB,ESBAidYXAKWA(ZB. La �J D3 owfia Dab coaftedw DM Payment Schedule- Exhibit D Job Total $35,800.00 Payment Balance 1st Deposit on signing $15,000.00 20,800.00 2nd Completion of weather tight addition $ 8,000.00 12,800.00 3rd Completion of all plumbing, electrical $ 5,000.00 7,800.00 roughs, &insulation 4th Drywall&plaster $ 5,000.00 2,800.00 5th Balance upon substantial completion $ 2,800.00 8-96 17:04 SCI Company 1 S08 6889998 P_02 MOR TGAGrE' INSPECT/ON PL AN AT 124 BLUEBERRY HILL L ANE- NORTH ANDOVER, MA. WESSEX -REGISTRY OF DEEDS.' BK. L.C. 72 PG. 209 CERTIFICATE NO. /O 151 PLAN NO. 32638 CERTIFIED TO.-CHEMICAL BAW SCA..E.' /=50DA TE.' DECEMBER 8, /992 BLUEBERRY HILL LANE wPPROXMA►� EDGE OF DR/YE 63.38 $ fel In p � j #2 STORY WOOD FRAM tW£LLING .330.00 - - - LOTS 264 TO 274 - - - - - We"I 4"Y STREET NOTES. SOF V DO NOT USE OFFSETS TO ESTABLISH PROPERTY L//VES OR TO ERECT ANY STRUCTURE. • A / IS 2)PROPER T Y LINES ARE DETERMINED FROM COMPILED #�35n3., INFORMATION TO BE USED FOR MORTGAGE PURPOSES ONLY. '�ss�o`'! 3) SEE VARIANCE NO. 0/0-92, GRANTED APR/L, 1992. CERMICATIONS: BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF, I HEREBY CER`IFI THAT THE PERMANENT ST.WCTURFS 1.<W?ICATED ARE LOCATED ON THE GROUND APPROXIMATELY AS SHOWN AND ARE CONFORM/NG TO THE ZONING SETBACK REQUIREMENTS OF THE TOWN OF NO.ANDOVER WHEN CONSTRUCTED AND THAT THE STRUCTURE SHOWN IS NOT LOCATED IN A FLOOD HAZARD ZONE AS PER FE.M.A. MAP, COMMUNITY NO. 250098 EFFECT/VE DATE.'06-02- 93 ZONE.'C ✓OHN ABAGIS Q ASSOCIATES, PROFESSIONAL LAND SURVEYORS 137 CHANDLER ROAD, A ND OVER, MA. (508)688-4899 491�-I/CANT' (:AMUSD NO. P1, 754 r10RTH Town of Andover A/0� _ dover, Mass. � 'Al--a0 0 3 T O �- LK ' - COCMICAMEWICK y�. RATED P'? C7 �7 V BOARD OF HEALTH PERMIT T Food/Kitchen Septic System ,�y� BUILDING INSPECTOR THIS CERTIFIES THAT........ ,/:�1..�'!!I 5...........m u d v N ................................................ .... Foundation � y � A has permission to erect..ay.........CAY.......... buildings on loA.&/....ab!�. r^hy....../..... ANS% Rough to be occupied as....Oz , ......�$ oI!.r...,J4�lt �/O ...... .0.�r.....G...A.R.A.G.�............... chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-La s relating to the Inspe tion, Alteration and Construction of Buildings in the Town of North Andover. !� 8 C /Q ` Z t� , PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION SThRTS Rough ..... ................................. .`........:,..............;.:. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. M ' A The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 9~� Boston, Mass. 02911 Workers'Compensation Insurance Affidavit Name Please Print Name: Location: ��y �U �� /' -��✓� /d?�'2 Ci eZA Phone # 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. ComRM name: , Address ✓ U. Ctty �G ��i'�c�.rr.�� ✓ , Phone#- �` Insurance.Co. Policy# Comggnv name: Addrfts Phorto Insurance.Co. Policy# Failure to secure coverage as required:under Section 25A or MGL 152 can leadto�the imposition of c rknb ai penatties.or. tine up-to;f;5d arxvor one Years'imprisomient v �ai.peaattlesiosbeformafa-STDP fiaesf jajdWagaiW understand that a copy of this statement may be forwarded to the Office of investigations of the DIA for verification. /do hereby eerW under the andpeneffies of pedwy that the inhxmadmprovid od above is dine and correct Signature [)ate Print name P -# 9W Official use only do not write in this area to be completed by city or town official' City or Town Pemrot(�isensirw. []cheek if immediate response is requkedDOW UCL&nsiry p Selectrnarr's O Contact person: Phone# E] Health Departs D Other Date.................................. f NORTH� ° <�``° '• "� TOWN OF NORTH ANDOVER PERMIT FOR WIRING �Ss�cMusE� J This certifies that ..I1.�,...........(/ ........................................... has permission to perform ...:..1, ....��....t ..................................................... wiring in the building of � .1/� •1 '�!1 l v I k r r�`..f� � ....... �... .....�.......1... ........ ... 1/./��f j/�C�..�� 1�::!...../..:.1. North Andover,Mass. at............ Fee..:�/��.......� Lic.No..6.9 c............................................................. ELECTRICAL INSPECTOR Check # 48H Commonwealth of Massachusetts Official7r? 0Department of Fire Services Permit No. 3 Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 ff 12,PO (PLEASE PRINT IN INK O E A Lk INF RMATION) Date: - 111411M City or Town of: . A I To the lnspecto of W res: By this application the undersigned ive not his o her intention -pe f rm th electrical work described below. /ow JYJAZI, r Location(Street& mber) TJ - Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes ❑ No (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd LJ No.of Meters New Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: —Installation of Security system Completion ojthe follmvin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA AboveIn- o.o Emergency Lighting No.of Lighting Fixtures Swimming Pool rnd. ❑ rnd. L-J Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o.o Detection andInitiating Devices No.of Ranges No.of Air Cond. Tonal No.of Alerting Devices No.of Waste Disposers . Heat Pump Number Tons KW No.of Self-Contained p Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security No-of Devices or Equi alent No.of Water KW No.of No.o Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.H e Bathtubs No,f Motors Total HF Telecommunications Wiring: i y�drouiassa g� No.of Devices or E uivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ❑ BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of E etrical Work: l (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under thesins andpenalties ofperjuty,that the information on this application is true and complete. FIRM NAME: LIC.NO.: l r J J(; Licensee: John S. Bassett Signature LIC.NO.: 1533C (Ifapplicable, enter"exempt"in the license number line.) Bus.Tel.No.: 603 594 5928 Address: U Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Lid9hsee 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: $ Signature Telephone No. X; 5 Location/; No. Date �C? MORTN TOWN OF NORTH ANDOVER N AL 9 , Certificate of Occupancy $ Building/Frame/Frame Permit Fee $ �. IS_ swcNust 9 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ l/ 76 Check # C--2j-1, 18870 ?�!�Bb-uilding Inspect' TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT JtKPAM RENOVATE. OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: l5' AYE X Z ld SIGNATURE: Building CommissionerA r of Buildin Date —/ -d Z SECTION 1-SITE INFORMATION O 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 6606 Map Number Parcel Number h 1.3 Zoning Information: 1.4 Property Dimensions: -1 �S_ S9 spor �g,� Zonin District Proposed Use Lot Area Fronts ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide red Provided Required Provided 1.7 Water Supply M.GL.C.40. 34) 1.5. Flood Zone Infomurion: 1.8•,,Sewerage Disposal System :°ublic ❑ Private D zone Outside Flood Zone ❑ Municipal , ❑ On Site Disposal Systm SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT Historic District: Yes_ No_ 2.1 Owner of Record / \ Name(Print) Address for Service Signature elephone 2.2 Owner of Record: O Name Print Address for Service: Z _ m Signature Telephone 90 SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor. �(� 7J �p Q O License Number %v Address 7 Expiration Me Signature Telephone luuu 3.2 Registered Home Improvement Contractor Not Applicable ❑ 0 Company Name M g55// /4 A� / Registration Number Address r r ,VC-5 S�c� GL / 'y/ 7 Expiration Date G) Signature Telephone 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.......❑ No.......❑ SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: , 17 ✓�1z -� Kyo 6 rl" SECTION 6-ESTMATE15 CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OhF'I USE ONLY,. Completed by permit applicant 1. Building (a) Building Permit Fee X6566 Multiplier p CD 2 Electrical Q (b) Estimated Total Cost of Construction 3 Plumbin r 66 O— Building Permit fee(a)x (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 a Check Number SECTION 7a OWNER AUTHOt21Z 4 T16N TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES.FOR BUILDING PERMIT I,– ��/��✓/� //��d,rn,e'i�l as Owner/Authorized Agent of subject property Hereby authorize t to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION , 1, �'�� !!dd'�'�'7 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 Si ature of Owner/ ent Date NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 ST2ND 3RD SPAN DIMENSIONS OF SELLS DIMENSIONS OF POSTS I DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X I! MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND f IS BUILDING CONNECTED TO NATURAL GAS LINE i i NORTH Town of 0 .. Andover No. tK C' - over, Ma Css., OCHC IHEWICK y�. �ADRATED '9S E BOARD OF HEALTH Food/Kitchen PE I T T- D Septic System BUILDING INSPECTOR THIS CERTIFIES!ere .. . ........................................................... .............. ..... :................................. .. ..�........ Foundation has permission t ........................................ buildings on.f... .... ......... ......... Rough • Chimney tobe occupied as.... .. � ............................................................................................. provided that the person accepting this mit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of th des 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 CONSTRUCTIO STARTS Rough Service ..... .... .......... .......TOR BUILDING Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. APPLICANT FILLS OUT THIS SECTION APPLICANT Ja�✓,► w�✓n4'1 PHONE LOCATION: Assessors Map Number PARCEL SUBDIVISION LOT (S) / STREET /��' f'' �' ' ' ST. NUMBER / OFFICIAL USE ONL LRECO ENDATIONS OF T WN GENTS: CONSERVATION ADMINISTRATO DATE APPROVED DATE REJECTED COMMENTS • 1 ' TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS ` PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVEWAY PERMIT A/of R TAW AI 964P FIRE DEPARTMENT ;DECEIVED BY BUILDING INSPECTOR DATE RwisNd 9197 I TWOMEY & LEGARE CONTRACTING Professional Building / Remodeling P.O. Box 366 Shaun Twomey North Andover, MA 01845 Doug Legare 978-685-7447 978-556-1547 CONTRACT 1. Date of Contract Signing: 2. List of documents part of this agreement: A. Contract B. Specifications(see Exhibit B) C. Drawing(see Exhibit C) D. Payment Schedule (see Exhibit D) E. Limited Warranty(see Exhibit E) F. Notice of Cancellation 3. Parties to Contract: _ A. Contractor: Twomey&Legare Contracting , Shaun Twomey%Doug,Legare Federal Id#: -04-J3610112 Address: P.O. Box 366 North Andover,MA 01845 Contractor Registration No.: 136779 B. Homeowner: ,.:James&Gina Muldoon 124.Blueberry Hill Lane North Andover,MA 01845 ' (978)688-2760 s I � � ,a o` xn%'F ' � ,1 �:/ yi^`x i! s' a s .�. .. -j .,. i 4. Description of work to done and the materials to be used: See Specifications(see Exhibit B) 5. Total amount agreed to be paid for work to be performed under the contract: 6. Time schedule of payments to be made under the contract,finance charges for late fees,if any. * See Payment Schedule(see Exhibit D) *Any deposit required to be paid in advance of the start of the work shall not exceed one- third of the total contract price or actual cost of any material or equipment of a special or custom made nature,which must be ordered in advance of the start of work to assure that the project will proceed on schedule.No final payment shall be demanded until the contract is completed to the satisfaction of all parties. 7. A.Date work is scheduled to begin: See No. 14 B. Date work is scheduled to be substantially completed: See No. 14 8. Notice: A. All home improvement contractors and subcontractors shall be registered and that any inquiries about a contractor and subcontractors shall be registered and that any inquires about acontractor or subcontractor relating to a registration should be directed to: Director,Home Improvement Contractor Registration One Ashburton Place,Room 1301 Boston,Massachusetts 02108 Telephone No. (617)727-8598 B.For contractor's registration number,see top of first page. C.Homeowners have a three-day cancellation rights under MGL c 93 §48;MGL c 140D § 10 orMGL C 255D§ 14 as may be applicable(see attached Notice of Cancellation). D. For owner's warranty rights, see 780 CMR R6 and MGL c 142A. 9. There is no lien or security interest on the residence as a consequence of this contract. 10.Pennit Notice: A. The following permits will be required in connection with the work to be performed on your property: Building-Electrical-Plumbing B. It is the obligation of the contractor to obtain these permits as the owner's agent. 2 C. Any owner who secures their own construction-related permits or deal with unregistered contractors shall be excluded from access to the Guarantee Fund. 11. Contractor reserves the right when he deems himself to be insecure to require as a prerequisite to continuing work that the balance of funds due under the contract,which are in possession of the owner, shall be placed in a joint escrow account requiring the signatures of the home improvement contractor and the owner for withdrawal. 12. The parties agree that no work shall begin prior to the signing of the contract,transmittal to the owner of a copy of the contract and the expiration of any applicable rescission period. 13. Arbitration Clause: The contractor and the homeowner hereby mutually agree in advance that in the event that the contractor has a dispute concerning this contract,the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in MGL c 142A. 14. Other Provisions: A. Commencement of Work/Completion- Contractor agrees to proceed diligently with the agreed upon work, commencing promptly following: • Issuance of a building permit by the Town • Estimated date of completion: Completion date shall be automatically extended by the number of days equal to those on which contractor shall be prevented or hindered from completion due to weather conditions, other acts of God, inability to obtain materials or schedule work due to delays caused by homeowner's selection process or change of orders, and/or failure of homeowners to make timely payments as agreed. B. Final payment shall be upon the satisfaction of the homeowner. The parties agree that the issuance of a certificate of occupancy shall be the objective standard that the contract has been completed and the parties are satisfied. Any punch list items shall be reduced to writing,with a date of completion. The parties agree that no escrow will be held for punch list items. C. Late Payments/Defaults-should the homeowner fail to pay the contractor in the manner as agreed,the contractor shall be entitled to stop work until paid in addition to taking all legal steps including the placing of a mechanic's lien on the property to obtain payment .Anylate payment shall accrue interest at the rate of 1.5%per month. Homeowner agrees to pay collection costs and attorney's fees for any payments due but not paid in a timely manner. 3 D.Insurance- Contractor agrees to provide evidence of liability,worker's compensation and other risk insurance. Owner agrees to provide copy of hazard insurance as is required by contractor to coordinate policies. Owner: Contr r: Notice: The signatures of the parties above apply only to the agreement of the parties to alternate dispute resolution initiated by the contractor. The owner may initiate alternative dispute resolution even where this section is not signed separately by the parties. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. -O 'er Dateac or Date Owner Date Contractor Date 4 ,�o� �rs�iwrrair a��ac/zuQel�6 �-\ Board of Building Regulations and Standards lip HOME IMPROVEMENT . Registration:: 136779 Expiration: 8/26/2006 Type: Partnership TWOMEY+LEGARE CONTRACTING SHAWN TWOMEY 61 PATRIOT ST. N.ANDOVER,MA 01845 "`` ✓ Administrator /ie r{�io�srmza�uoea� a� BOARD OF BUILDING R License: CONSTRUCTION S Number: CS 067560 7 Birthdate:.10/25/1966 Expires: 10/25/2007 Restricted: 00 SHAUN M TWOMEY ; 61 PATROIT ST C N ANDOVER, MA 01845 Commissioner • .r Specifications - Exhibit B Addition - 24x28 1. Provide addition to residence at 124 Blueberry Hill Lane,North Andover, MA in accordance to plan provided by Contractor,these specifications shall prevail. Addition to include new 24x28 Garage with Great Room above and new heating system. 2. Excavate as required for foundation 3. Foundation height to be same as existing to match floor height for Garage slab 4. Damp proof foundation with asphalt by Contractor 5. If ledge is encountered, ledge removal cost is not included& damaging unmarked underground utilities (not included) 6. Remove 2 trees 7. Garage will have 4"concrete finish floor with vapor barrier 8. Remove existing deck to be placed on end of New Addition 9. New driveway to be cut in back side of home 10. Walls to be 2x6 construction 11. Subfloor to be 3/4"Advantec plywood 12. Wall sheathing to be 1/2" OSB 13. Roof sheathing to be 5/8" CDX plywood 14. Install ice &water shield 3 feet up from eaves 15. Roof addition with 25 year shingle by Builder - Color by Owner 16. Wrap exterior walls with tyvek house wrap 17. Siding to be 1/2"x 6 Masonite Primed Clapboard 18. Insulate addition to code - RI walls, R30 Ceiling, R19 in floor Sign Date Z G `� r -2- 19. Contractor is responsible for exterior painting - On new wing only 20. Contractor is responsible for interior painting 21. Create 10' opening to New Addition 22. Patch any areas opened up &re-plaster 23. Stairs from Garage into home to have Fire Rated Door 24. Drywall in Addition&remodeled areas to be 1/2 Blue board with unical plaster 25. All new interior trim to match existing 26. All new door knobs to be schlage brass 27. New flooring in Great Room to be rug - See Allowance Page 28. Owner to move Dining Room set from Dining Room into Living Room 29. Coat Closet and a second closet to be determined on plan 30. Garage door to be 12' wide - See Allowance Page 31. Plans by Contractor 32. Landscape by Owner 33. Permit and construction plans by Contractor Sign Date Specifications - Exhibit B Add 2nd Story to 2 Story Garage With Great Room 1. Revise building plans 2. Remove closet in 2nd floor and move to other side of room- To be large walk-in closet 3. Cut ceiling out in Attic area to create stairwell for 2 steps to new Master Bedroom 4. Patch floor in new hall area 5. Frame Master Bedroom with Master Bathroom 6. Two closets in new Master Bedroom 7. Master Bathroom to have linen closet 8. Windows- Anderson with screens and window grills 9. Steps to new Master Bedroom to be oak with oak handrail 10. Insulate to code 11. Drywall and plaster 12. Electrical to code 13. Match roofing and siding as close as possible 14. Master Bathroom to have standup shower,toilet, and double bowl vanity 15. Flooring in Bedroom to be rug 16. Flooring in Bathroom to be tile 17. Paint by Contractor- Color by Owner Sign Date -2- Specifications- Exhibit B (cont.) Plumbing: 1. Run hot and cold water lines from opposite side of home - same with sewer line 2. Heat - Master Bedroom and Bathroom to be on their own zone 3. Plumb toilet, shower, and double bowl sink Electrical: 1. Bedroom- Wire outlets to code 2. 2 cable areas - Owner to have satellite installed 3. 1 Phone line 4. 1 Newtone ceiling fan light fit in Bathroom 5. 1 vanity light - light by Owner Windows: 8 Anderson windows with screens and windowg rills Doors: 1 Bedroom 1 Bathroom 1 single closet 2 double closet doors Sign Date Plumbing Specifications-B1 Contractor to provide: 1. New boiler with zones as required 2. Baseboard heat in New Addition 3. New 80 Gallon Super Store-Hot water tank 4. One new outside water spicket Sign Date L�i� Electrical Specifications-B2 Contractor to provide: 1. 8 recessed cans in Kitchen 2. 2 ceiling light fixtures 3. 1 outside flood light 4. 1 porch light 5. 1 porch outlet 6. 1 phone 7. 2 Porcelain basement lights in Garage 8. 2 Cable 9. Outlets per code 10. Satellite by Owner 11. Existing wiring in house to remain the same 12. Owner to purchase light fixtures- list provided by Contractor Sign Date . ,�. ,' �', .. �� .. ,�. � ,. .� /t'� .. �'.:/� .F �� X 1. ..'� {� .!a w a �i/�. s `G= Windows Specifications-B3 1. 10 Family Room windows: Anderson tilt wash double hung, maple grids, & screen 2. 1 Anderson slider Exterior Door Specifications 1. 12' Garage Door 2. Fire Rated Steel Door 3. 9-Light exterior door Interior Door Specifications 1. 1 Double Closet 2. 1 Single Closet Sign Date Payment Schedule- Exhibit D Job Total $125,300.00 Payment Balance 1st Deposit on signing $20,000.00 $105,300.00 2nd Completion of exterior demo $30,000.00 $ 75,300.00 &completion of foundation 3rd Completion of weather tight addition $30,000.00 $ 45,300.00 4th Completion of all plumbing, electrical $20,000.00 $ 25,300.00 roughs, &insulation 5th Drywall&plaster $15,000.00 $10,300.00 6th Installation of rug and 90% of finish work $ 5,000.00 $ 5,300.00 6th Balance upon substantial completion of job $ 5,300.00 � 0o I Sign Date ��,� Allowances 1. Garage Door $1,200.00 2. Family Room Rug $1,800.00 3. New driveway $2,000.00 Sign Date J Payment Schedule - Exhibit D Total to add 2nd Story Job Total $52,200.00 Allowance: Revise plans $1,000.00 Rug $1,600.00 Tile $ 450.00 Bathroom Fixtures (shower, toilet, sink, vanity, valves, & shower heads) $4,000.00 If 2nd Story is to be added, payment schedule to be determined later. Sign Date I AUG 01 2005 10:53 978 556 0285 p. 9 `bc RvCERTIFICATE 4F LIABILITY INSURANCIOMOPP D °06/29105 PRoaUUR THIS CERTIFICATE 13 ISSUED AS A HATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE `= Davis I Davis & Moody HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 40 Lenoza Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Haverhill MA 01830- INSURERS AFFORDING COVERAGE Phone:978-373-1347 Eax:978-556-0285 INSUR® INSURER Arbella Protection Insurance INSURER R. Twomny & Imagare Contracting INSURERQ P.O. Box 365 INSURERD: North Andover MA 01845 INSUREtE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FO q THE POLICY PERIOD iNDICATED.NO IMTH.STANDING ANY REQUIREMENT,TERM CR CONDITION OFANY CONTRACT OR OTHIR DOCUMENT TM RESPECT TO VIHICH THIS CERTIFICATE MAY 6E ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POUCES DESCRIBW HEREIN LS SUBJECT TO ALL TI-.E TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HOVE BEEN REDUCE)BY PND CLAIMS. INER LTR TYPE OF INSURANCE POLICY NUMBERN DD I)AMOMMIN I UNITS GENERAL LIABILITY EACH OCCURRENCE 6:1,000,000 A X CONSIERCIALGENERAAL0WILI Y 8500012700 06/22/05 06/22/06 FIRE pAMAGE(Aryone fire) a 100 000 CLAIMS MADE ®OCCUR LIED EXP( ry olsparson) $5,006 PERSONAL6ADVINJURY B 1,000,000 GENERAL AGGREGATE s2,000,000 FG11'LGREGATELIMITAPPLIESPER PRODUCTS-COMPIOPAGG 62,000,OOO ICY PRO- LOC AUTONOBL E LIABILITY COMBINED SINGLE LMR S ANY AUTO ALL O'ARJED AUTOS BODILY INJURY SCHEDULEDAUT06 (P-pe—n) _ HIRED AUTOS rtoDLv INJURY NONOWNEDAUTOS PERTY�DAMAGE ; GARAGE UAIIILITV AUTO ONLY-EA ACCIDENT $ ANYPJJTO OTHER THAN EAACC y AUTO ONLY: AGG 6 EXCESS UAS1U1Y EACH OCCURRENCE 8 OCCUR CLAIMS VIADE AGGREGATE $ 5 DEDUCTIBLE $ RETENTION 5 $ WORKERS COMPENSATION AND TOTLYL.RTffS TR EMPLOYEW UABLITY E!ERCHACCIDPJYT i EL DISEASE-EAEMPLO 6 i E.LDISEASE-POLICY LIMIT S I OTHER DESCRIPTION OF OPERATICIMI.00ATIONSAfIENICcorn+ISIONSADDED BY ENDORNMEdTAPE CIAL PROVISIONS C xpentry - 3 storlas or lass CERTIFICATE HOLDER M weonwru L Imew"Uo,I Imumn►ST um CANCGZAATION NORIPH A SHOULDANT OF THE ABOVE DESCRIBED POLICIES BE OWELLED eeF'ORE THE EWRA DATE THEiREDF,THE ISSUM INSURER V�IILL ENDEAVOR TO NAIL -1Q_DAYS WRITTEN. NOTCE TD TE HOLDER NAMED TO TNF-LEFT,BUT FAILURE TO 00 90 SMALL CITY OF NORTH ANDOVER IMPOS! OTION OR UABLITY OF ANT KIND UPON THIS SIAtE INR ITS AGENTS OR 27 C»>,S STREET NORTH ANDOVER MA NTAtlLI AD T+RT�aar ACORD 25-S(7197) CACORD CORPORATION 1988 � . �.: i _ ..r,,� �a', �,, m.,_ _.... .. .. ,. „ . �� + . ,, ,,.; ,a- .. ._ �� M. AUG 01 2005 10:-55 978 556 0285 p. 12 ZightFax Hartford 7113/2005 8:53 PAGE 005/001 Fax Server 07-12-05 k' PRODUCER 1"15 VENTINIGATF. M 15SUFULU A5 A MATTER OF INFORMAT15ir- ONLY ANO CONFE CE NO RJKTS Up CERTIFICATE DAVIS DAVIS MOODY ITS HOLDER. TWO CE FICATE DES WOTHAM7416 TEND 11 40 KENOZA AVE ALTER THE COVERAGE AFFORDED BY THE POLiCiR BELOW. RAVSRAILL Kp,01830 COMPANES AFFORDING COVERAGE COMPANY ZBPYY A THs TRAVELERS INDEMNITY Col.WANy INSURED COMPANY TWOMEY, SHAUN & :,EGARE, DOUG a DBA TWOMEY & LEGAM 'Gamy P 0 BOX 3622 NORTH ANDOVER MA 01045 COMPANY D m r r THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW W4E BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY FIEWREVENT,TEAM OR CONDITION OF ANY 10MMOT OR MER DOCUMENT MH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY]PERTAIN,THE MURANCE AFFORDED By 114E POLICIES DESCRIBED HEREIN 19 SUBJECT 70 ALL THE TERM, E)QCUJ606ANDCONl0IT06OFSU HPOLICIES.LIMMHOM44MANY BEEN REDUCED BY PAID CLAIMS. 00 TYPE OFINSURANCE POLICY NUMBER POUI*YEFFWHVE POUOVF-!XPI#IATM LTRI D4TE(MKD%YY) LIMITS GINIERAL LIANUTY GENERAL AGMEGATE COMMEACIRL GENERAL UMiUry FRODUCIS-OCIMPffil?AGG. S CLAIMS MADE =OCCUR. PEFOOM a Au.MURY OWNERS a CONTRACTORS PROT. EACH OCCURRENCE FIFE DAMAGE("ww fire) I NED.E)FENSE(Am onapason)s COMBINED SINGLE % LIMIT AaCINNEDAUTOS J— BODILY IKPJRY AUTOMOWLE LIABILITY ANYAU10 SONEDULEDAUT03 (pGr Pawn) 4 HIRED AUTOS BODILY INJURY 3 U014-OWNED AVTOS (Par Aceidem) I HAVE PROPERTY DAMAGE I GARAGE LIABILITY AMC ONLY-EA ACCIDENT I MY AUTO OTHER THAN A-J70 ONLY EACH ACCIDENT p AGGREGATE CKCZSS LIABILITY EACH OCCURRENCE UMBRELLA FOFIM AGGREGATE I OTFEM'THAN UMBRELLA MIM WORKEITS COMPENSATION AND EMPLOVEWS LIABILITY (1UR-939KI65-0-04) 09-19-04 09-18-05 S`rATU-MRYjn EACH ACCIDENT lKEPROPRIEMIli — PARTNERNEXECLMW INCL DISEASE-POLICY LIMi S 50C.000 OFFICERS ARE Ed EXCL DISEASE-EACH EMPLOYEE S 500,000 DE101IFTIONOIFOPERATION&LOCOIDIN ON&SPECIAL ITEMS THIS R5FLACES ANY PRIOR CERTEFICATE ISSUED TO THB CERTIFICATE HOLDER AFFECTING WORMS CMF COVERAGE. M160 3A SHOULD ANY OF THE ASM DESCRIBED POLICIES BE CANCELLED BEFORE THE EMRATIOli OfflE THEREOF, THE ISSUING' COMPANY WILL ENDEAVOR TO MAIL CITY OF LAWRENCE 10 DAYS WRITTEN NOTICE TO THE CERTWICRTE HOLDER NAMED TO THE 200 COMMON 3TREBT LEFT, BUT FAILURE TO IIUVL SUCH NOTICE SHALL IMPOSE NO ORUGATIOw OR LAWRENCE MA 01643 ILUk9IUTYCPMY IIEND UPON IMEC=PMT.ITS AGENTS ORREPF2MIATIVES AUTHDRIM REPRrSpffArjVE I - -fig! M-Ril Permit# Permit Date REScheck Software Version 3.7 Release 1 Compliance Certificate Project Title: PROPOSED 2-STORY ADDITION Report Date:12/01/05 Energy Code: Massachusetts Energy Code Location:' North Andover,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 14.000000000000002% Heating Degree Days: .6322 Construction Site: Owner/Agent: Designer/Contractor: 124 Blueberry Hill Lane Shaun Twomey Daniel J.Parker-Architect North Andover,MA Twomey&Legare Contractors Daniel J.Parker-Architect P.O.Box 366 115 Colby"Street North Andover,MA 01845 Bradford,MA 0185 978-479-7447 978-373-2446 Compliance: . .. Assembly �.. Ceiling 1:Flat Ceiling or Scissor Truss: 672 38.0 0.0 20 Ceiling 2:Flat Ceiling or Scissor Truss: 60 30.0 0.0 2 Wall 1:Wood Frame, 16"o.c.: 1146 19.0 0.0 57 Window 1:Wood Frame:Double Pane with Low-E: 181 0.430 78 Door 1:Glass: 20 0.450 9 Wall 2:Wood Frame,16"o.c.: 314 13.0 0.0 26 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 612 30.0 0.0 20 Compliance Statement:Statement of Compliance:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7 Release 1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been dete ined using the applicable tandard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the b 'ding hall ben 4;r5t � %of the design load as specified in Sections 780CMR 13TUand J414. Builde-66irigner Company Name Project Notes: , �a��J. P't4+,*ell 1)Floor insulation to be minimum R19 value to pass energy Code.Specify R30 for above minimum iW%@ 58 10 2)Walls#2 around stairwell to be insulated with R13 batt insulation. 3 HAVERHILL, 3)Ceiling above stairwell to be insulated with R30 batt insulation. 11% MASS. J 4)Window value required U=0.43 minimum.Inulating Low"E"glazing. 5)French exterior door value required U=0.45 minimum.Insulating Low"E"glazing. tea' SQ �IN Of PROPOSED 2-STORY ADDITION Page 1 of 4 d REScheck Software Version 3.7 Release 1 Inspection Checklist Date: 12/01/05 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Wails: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.430 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor.0.450 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2- Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the wane-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: PROPOSED 2-STORY ADDITION Page 2 of 4 I I ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. PROPOSED 2-STORY ADDITION Page 3 of 4 fi . . Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) PROPOSED 2-STORY ADDITION Page 4 of 4 Project fi [. t.oft< - f Daniel J.Parker,A.I.A. Page No. of _ A R C H I T E C T Calc.byte 115 Colby Street Scale: Bradford,MA 01835 Architecture ♦ Planning ♦ Project Development Beam#: Voice/Fa:c978-373-2446Z�� Location: Type: [vT'rVood [ ]Steel Shy V/ 11 Desio Criteria: FbEFvNLoadin Criteria: [ DL [ ]Point [ ]Overhang [ ]Partial � Ve — '= t :- 3o S __/_Sri W 'Pr Hip uED AR��l co Na. 5958 7%9 HAVER ILL, r;F en meerin data. . . . . . . . . . . . . . . . . . . g g Daniel J. Parker-Architect Page—Z ofA-4' BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 124 BLUBERRY HILL LANE HIP RAFTER r HR-1 Prepared by: DJP Date: 10/26/05 Selection 1-3/4x 11-7/8 1.9E TJ Microllam®LVL Conditions Increasing Load, DL adj:7:12 pitch, Min BearingArea R1= 1. in _ z 5 R2-2.91n DL Defl 0.29 in Data Beam Span 16.49 ft Reaction 1 LL 680# Reaction 2 LL 1360# Beam Wt per ft 6.18# Reaction 1 TL 1124# Reaction 2 TL 2198# Bm Wt Included 102# Maximum V 2198# Max Moment 7023'# Max V(Reduced) 1817# TL Max Defl L/240 TL Actual Defl L/268 LL Max Defl L/360 LL Actual Defl L/435 Attributes Section in Shear in. TL Defl in LL Defl Actual 41.13 20.78 0.74 0.45 Critical 28.14 8.31 0.82 0.55 Status OK OK OK OK Ratio 68% 40% 90% $3% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2994 328 1.9 750 Adiustments CF Size Factor 1.001 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Increasing LL=2039 Increasing TL=3220 QED A�3C,q�P 1. P,j R1 = 1124 R2=2198 SPAN = 16.49 FT o No. 5 A A R 1 L, The Increasing load is total pounds on the beam. Beam weight and any uniform load is PLF. \ r 1 Project Daniel J.Parker,A.L.A. :Page No. of 3!o A R C H I T E C T Calc.by _Date O -Qfo-4)'5- 115 's115 Colby Street Scale: Bradford,MA 01835 Architecture ♦ Planning ♦ Project Development Beam#: Voice/Fax:978-373-2446 ` , Location: f_4- Type: FOT(Vood [ ]Steel -- Design Criteria: Fb= E _ Fv — I�i G �. Loading Criteria t 4 3t GvtVo [rjUDL [ ]Point [ ]Overhang [ ]Parti Span L= ( � 2wy t H BEAM 10 Loading ► ( 1) 1 -r,-((4 Lvt.� N X aE0 Aar� CQ No. 5958 t`y T. HAS RHILL,It } I� engineering data. . . . . . . . . . . . . . . . . . . . . Daniel J. Parker-Architect Pagel{ of- ' BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 . 124 BLUEBERRY HILL LANE RIDGE BEAM RB-1 Prepared by: DJP Date: 10/26/05 Selection 1-3/4x 14 1.9E TJ Microllam®LVL Conditions DL adj:.7:12 pitch, Min Bearing Area R1=4.2 int R2=4.2 int DL Defl 0.09 in ' Data Beam Span 11.0 ft Reaction 1 LL 1980# Reaction 2 LL 1980# Beam Wt per ft 7.29# Reaction 1 TL 3166# Reaction 2 TL 3166# Bm Wt Included 80# Maximum V 3166# Max Moment 8707'# Max V(Reduced) 2495# TL Max Defl L/240 TL Actual Defl L/530 LL Max Defl L/360 LL Actual Defl L/848 Attributes Section in' Shear in TL Defl in LL Defl Actual 57.17 24.50 0.25 0.16 Critical 35.68 11.42 0.55 0.37 Status OK OK OK OK Ratio 62% 47% 45% 42% Fb(psi) Fv(psi) E(psi x mil) Fc!(psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2928 328 1.9 750 Adjustments CF Size Factor 0.979 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:360 Uniform TL: 568 =A Uniform Load A \g��p�i.Pe.: p ILEO. 3958 R1 =3166 R2=3166 PiAVMA HILL J ;a SPAN = 11 FT ®� A Uniform and partial uniform loads are lbs per lineal ft. 'V 12,q Bwe1'egot ,k-tu- Project Daniel J.Parker,A.I.A. Page No. of 3W.0 A R C H I T E C T Calc.by Date I f9'U -0< 115 Colby Street Scale: Bradford,MA 01835 / Architecture ♦ Planning ♦ Project Development Beam#: is Voice/Fax:978-373-2446 �� tK. /rl46 PLocation: Type: [flood [ ]Steel Design Criteria: Fb= l h E — Fv = Loading Cri ria: [vj JDL [ Point ( ]Overhang ( ]Partial Span L= Fadi N BEAM Loading 2� �3 � I� LUL ro • a. N X 4 0 r6= ""Ys ��°i� ,1. Pg9lF -04,o No. 5- s HAYERH! L, MASS. / 'vn� lis i2-i 4eM 1 9 i engineering data. . . . . . . . . . . . . . . . . Daniel J. Parker-Architect Page_4/ of�� BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 124 BLUEBERRY HILL LANE COLLAR TIE/BEAM CB-1 Prepared by: DJP Date: 10/26/05 Selection (2) 1-3/4x 18 1.9E TJ Microllam®LVL Conditions Min Bearing Area R1=5.7 int R2=5.7 int DL Defl 0.19 in Data Beam Span 16.0 ft Reaction 1 LL 2591 # Reaction 2 LL 2591 # Beam Wt per ft 16.19# Reaction 1 TL 4282# Reaction 2 TL 4282# Bm Wt Included 259# Maximum V 4282# Max Moment 33738 # Max V(Reduced) 4258# TL Max Defl L/240 TL Actual Defl L/400 LL Max Defl L/360 LL Actual Defl L/651 Attributes Section in Shear in TL Defl in LL Defl Actual 189.00 63.00 0.48 0.30 Critical 143.08 19.49 0.80 0.53 Status OK OK OK OK Ratio 76% 31% 60% 55% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2830 328 1.9 750 Adiustments CF Size Factor 0.946 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Point LL Point TL Distance 2722 B=4400 8.0 479 C=739 8.0 1980 D=3166 8.0 Pt loads: Q R1 =4282 R2=4282 0 AACt' SPAN= 16 FT Uniform and partial uniform loads are lbs per lineal ft. o M. 5958 3 HAVER I L. ) 7W 12�{ g�. 3M .y. 1-ud L Project r ` Daniel J.Parker,A.I.A. Page No.�77 ARCHITECT mac.by --9 Date ic)) d 115 Colby Street Scale: Bradford,MA 01835 / Architecture ♦ Planning ♦ Project Development Beam#: Voice/Fax:978-373-2446 i1 Location: /`pnea Type: [t*ood [ ]Steel Design Criteria: Fb= E — �� Fv = Loading,Criteria: ` [vf JDL [qf0int [ ]Overhang [ ]Partial Span L= V416 ti ) ; r f } F r \ b a j BEAM oadi ig L. o Mo. 5958 � .. �Z HAV ERHILL, V4 lG9AS z � engineering data. . . . . . . . . . . . . . . . . . . . . Daniel J. Parker-Architect Page? of_j�; BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 124 BLUEBERRY HILL LANE RAFTER BEAMS RB,j. Prepared by: DJP Date: 10/26/05 Selection (2)1-3/4x 11-1/4 1.9E TJ Microllam®LVL Conditions DL adj:,7:12 pitch, Min Bearing Area R1=3.9 int R2=2.0 int DL Defl 0.15 in Data Beam Span 12.0 ft Reaction 1 LL 1727# Reaction 2 LL 864,# Beam Wt per ft 11.71 # Reaction 1 TL 2925# Reaction 2 TL 1498# Bm Wt Included 141 # Maximum V 2925# Max Moment 11601 W Max V(Reduced) 2914# TL Max Defl L/240 TL Actual Defl L/378 LL Max Defl L/360 LL Actual Defl L/635 Attributes Section in' Shear in TL Defl in LL Defl Actual 73.83 39.38 0.38 0.23 Critical 46.15 13.34 0.60 0.40 Status OK OK OK OK Ratio 63% 34% 64% 57% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 2600 285 1.9 750 Base Adjusted 3016 328 1.9 750 Adiustments CF Size Factor 1.009 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Point LL Point TL Distance 2591 B=4282 4.0 �L Pt loads: © Q�g1, P,q� R1 =2925 R2= 1498 c o leo. 5953 SPAN= 12 FT 10 HAVERHILL, 0 M a Uniform and partial uniform loads are lbs per lineal ft. ®�� Daniel J. Parker-Architect Page_q_of w BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 124 BLUEBERRY HILL LANE WINDOW HEADER UNDER RB-1 HDR-2 Prepared by: DJP Date: 10/26/05 Selection (3)1-3/4x 7-1/4 1.9E TJ Microllam®LVL Conditions Min Bearing Area R1=2.0 int R2=2.0 int DL Defl<0.01 in. Data Beam Span 3.0 ft Reaction 1 LL 864# Reaction 2 LL 864# Beam Wt per ft 9.78# Reaction 1 TL 1477# Reaction 2 TL 1477# Bm Wt Included 29# Maximum V - 1477# Max Moment 2205'# Max V(Reduced) 1471 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in TL Defl in LL Defl Actual 45.99 38.06 0.01 <0.01 Critical 9.50 7.74 0.15 0.10 Status OK OK OK OK Ratio 21% 20% 8% 7% Fb(psi) ' Fv(psi) E(psi x mil) Fc (psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2784 285 1.9 750 Adiustments CF Size Factor 1.071 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Point LL Point TL Distance 1727 B=2925 1.5 Pt loads: © t1E®ARCy��'a INV- R1 = 1477 R2= 1477 Q SPAN=3 FT HAVERHI �;S> S. Uniform and partial uniform loads are lbs per lineal ft. r Project Daniel J.Parker,A.I.A. . Page No. of A R C H I T E C T Calc.by Date-LL,c Z( 105. 215 Colby Street Scale' Q 3 Bradford,MA M835 Architecture ♦ r't.' Planning ♦ Project Development Beam#: 'J7 I Voice/Fa=978-373-2446' PxL2*-L ea S . Location: � Type: [vKVood [ ]Steel Design Criteria: Fb= E Fv = Loa 'n Criteria [vfUDL [ ]Point [ ]Overhang [ I Partial Span L'-': 446 9 b - a / BEAM `'1' 7.7 aadi g X VE 1 engineering data. . . . . . . . . . . . . . . . . . . . . Daniel J.Parker-Architect Pageyof �Yr+ BeamChek v2.4 licensed to:Daniel J.Parker-Architect Reg#506-704 124 BLUEBERRY HILL LANE FLOOR BEAM @ STEP FB-1 Prepared by: DJP Date: 10/26/05 Selection (3)2x 8 SPF#2 Lu=1.33 Ft Conditions NDS'97 Min Bearing Area R1=2.5 int R2=2.5 int DL Defl 0.11 in Data Beam Span 12.0 ft Reaction 1 LL 780# Reaction 2 LL 780# Beam Wt per ft 7.93# Reaction 1 TL 1062# Reaction 2 TL 1062# Bm Wt Included 95# Maximum V- 1062# Max Moment 3185'# Max V(Reduced) 955# TL Max Defl L/240 TL Actual Defl L/350 LL Max Defl L/360 LL Actual Defl L/476 Attributes Section in Shear in TL Defl in LL Defl Actual 39.42 32.63 0.41 0.30 Critical 36.43 20.46 0.60 0.40 Status OK OK OK OK Ratio 92% 63% 69% 76% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 875 70 1.4 425 Base Adjusted 1049 70 1.4 425 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9990 Rb=3.43 Le=2.74 Ft Kbe=0.439 Loads Uniform LL: 130 Uniform TL: 169 =A Uniform Load A ED Arre, R1 = 1062 R2= 1062 �``��'�, SPAN= 12 FT o PVa, 5958 Uniform and partial uniform loads are lbs per lineal ft. 391 Hp M �' G 1 Project Lac A&�e Daniel J.Parker,A.I.A. . Page No. I Z,- of 3 6 ARCHITECT Calc.byScal Date j't�l �d� 115 Colby Streete. Bradford,MA 01835 Architecture Planrdng ♦ Project Development Beam#: ,�-� Voice/Fax 978-373-2446' jw ' Location C,±Z .rf T 1 cT,-V F Shy Type: [WKood [ ]Steel ^�* Desio Criteria: Fb= E Fv = Loadinq Criteria: rr [VIUDL [ ]Point [ ]overhang [ ]Partial Span L V� 5 i (Z,ve- � C Ile �> a. l vt LLLJI BEAM ' oath g CL , 4-0 g�ipEO AAe Q N 3 HAVERHILI, 0 MAASS. r engineering data. . . . . . . . . . . . . . . . . . g g Daniel J.Parker-Architect Pageaof_a!� BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 12 BLUEBERRY HILL LANE BEAM UNDER PARTITION @ STAIR FB-2 Prepared by: DJP Date: 12/01/05 Selection (2)2x 10 SPF#2 Lu=1.33 Ft Conditions NDS'97 Min Bearing Area R1= 1.7 in' R2= 1.7 int DL Defl 0.12 in Data Beam Span 11.5 ft Reaction 1 LL 230# Reaction 2 LL 230# Beam Wt per ft 6.74# Reaction 1 TL 735# Reaction 2 TL 735# Bm Wt Included 78# Maximum V 735# Max Moment 2112'# Max V(Reduced) 636# TL Max Defl L/240 TL Actual Defl L/762 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in Shear in TL Defl in LL Defl Actual 42.78 27.75 0.18 0.06 Critical 26.40 13.63 0.58 0.38 Status OK OK OK OK Ratio 62% 49% 32% 15% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 875 70 1.4 425 Base Adjusted 960 70 1.4 425 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9972 Rb=5.81 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:40 Uniform TL: 121 =A Uniform Load A zLEO.--I, R1 =735 R2=735 SPAN= 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. r. HAVERHILL. 't MASS ' Notes 1)(2)2 X 8'S IS ACCEPTABLE ALSO. ;tet J , .f. I-Wo eY 4- ��` Project Page No. of 310 Daniel J.Parker,A.I.A. — Date r 2, _v Calc.CaI / A R C H I T E C T by Sc 115 Colby Street ale Bradford,MA 01835 Architecture ♦ .r Planning ♦ Project Development Beam#• Voice/Fax 978-373-2446' Location: Type: [Mood [ ]Steel ` Design Criteria: Fb= E FV = Loading Criteria: t( [ ]UDL [ ]Point [ ]Overhang [ ]Partial Span L Sr- t �..1.-..t. _ - CL +, N (0 BEAM oadi g Ye11, a# s • -727,4�Clio 2C, No 59C-s HAVO-pit F. �a 6aiAss f engineering data T-f Daniel J.Parker-Architect Page of 3 BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 12 BLUEBERRY HILL LANE FLOOR BEAM @ STAIR FB-3 Prepared by: DJP Dater 12/01/05 Selection (3)2x 8 SPF#2 Lu=1.33 Ft Conditions No Splits, NDS'97 Min Bearing Area R1=5.4 inz R2=5.4 int DL Defl 0.04 in Data Beam Span 5.75 ft Reaction 1 LL 1380# Reaction 2 LL 1380# Beam Wt per ft 7.93# Reaction 1 TL 2291 # Reaction 2 TL 2291 # Bm Wt Included 46# Maximum V 2291 # Max Moment 3294'# Max V(Reduced) 1810# TL Max Defl L/240 TL Actual Defl L/705 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in Shear in TL Defl in LL Defl Actual 39.42 32.63 0.10 0.06 Critical 37.68 19.39 0.29 0.19 Status OK OK OK OK Ratio .96% 59% 34% 81% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 875 70 1.4 425 Base Adjusted 1049 140 1.4 425 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 2.00 (No Splits) Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9990 Rb=3.43 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:480 Uniform TL: 789 =A Uniform Load A R1 =2291 R2=2291 �-u SPAN=5.75 FT Uniform and partial uniform loads are lbs per lineal ft. o talo. 50-5:, E¢ I HAVERH1EL MASS c' Project 2� �3 t.lF� 4`t kVt,� Daniel J.Parker,A.I.A. Page No. ((e. . of 6 ARCHITECT Calc by Date)2 -1 -6< Scale: b3' 115 Col Street +�T Bradford,MA 01835 II ArcMfecture ♦ V. Planning ♦ Project Development Beam Voice Fac 978373-2446 S� Location:-4�"� Type: [=]Wood [Q�teel 1 Design Criteria: Fb ,O 2� E Fv = 3 Loading Criteria: ?i [ ]UDL [ ]Point [ ]Overhang [ ]Partial $pan L 2�F v.! -60A L r`wt *l BEAM `, Loading = l4 v ;.. u � .•� . K0. 595- �-- - H mass L ' W 119 IrH OF 5,1ai� engineering data. . Daniel J. Parker-Architect Page11—of-IR BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 12 BLUEBERRY HILL LANE STEEL BEAM SB-1 Prepared by: DJP Date: 12/01/05 Selection W 14x 22 50 ksi Wide Flange Steel Lateral Support at: Lc=4.1 ft max. Conditions Actual Size is 5 x 13-3/4 in., Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.17 in Suggested Camber 0.26 in Data Beam Span 22.0 ft Reaction 1 LL 6160# Reaction 2 LL 6160# Beam Wt per ft 22.0# Reaction 1 TL 8250# Reaction 2 TL 8250# Bm Wt Included 484# Maximum V- 8250# Max Moment 45375 # Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/386 LL Max Defl L/360 LL Actual Defl L/517 Attributes Section in Shear in TL Defl in LL Defl Actual 29.00 3.16 0.68 0.51 Critical 16.50 0.4.1 1.10 0.73 Status OK. OK OK OK Ratio 57% 13% 620/6' 70% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adjustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:560 Uniform TL: 728 =A o No. 5958 � 3 HAVERHILL, o MASS. Uniform Load A R1 =8250 R2=8250 SPAN=22 FT Uniform and partial uniform loads are lbs per lineal ft. Project Daniel J.Parker,A.I.A. . Page No..-....I of .� ARCHITECT mac-by - 02 -Date l2-1Scal '05 pzpr- 115 Colby Street e: Bradford,MA.01835 ArchitectwS % De ♦ .- Planning ♦ Pr 'ect Development Beam# - el%rm Voice Fax 978-373-2446' r�Sd`h Voice/ Location• Type: [4fNood [ j Steel -- Design Criteria: Fb= E _ Fv = Loading Criteria [ jUDL [ ]Point [ ]Overhang [ ]Partial c CL AA BEAM 9 f-2-oadi _ - CL. ILI { t.5r r r' ; 60 4 dtQ pIv ly Pygj�rC � o Wo. 5958 HAVERHILL, engineering S� V Daniel J. Parker-Architect Page�of BeamChek v2.4 licensed to:Daniel J. Parker-Architect Re9#506-704 12 BLUEBERRY HILL LANE GARAGE HEADER HDR-1 Prepared by: DJP Date: 12/01/05 Selection (3)1-3/4x 14 1.9E TJ Microllam®LVL Conditions DL adj:7:12 pitch, Min Bearing Area R1= 12.9 in2R2= 12.9 int DL Defl 0.22 in Data Beam Span 14.0 ft Reaction 1 LL 5670# Reaction 2 LL 5670# Beam Wt per ft 21.86# Reaction 1 TL 9680# Reaction 2 TL 9680# Bm Wt Included 306# Maximum V - 9680# Max Moment 33880'# Max V(Reduced) 8067# TL Max Defl L/240 TL Actual Defl L/321 LL Max Defl L/360 LL Actual Defl L/548 Attributes Section in Shear in TL Defl in LL Defl Actual 171.50 73.50 0.52 0.31 Critical 159.68 42.46 0.70 0.47 Status OK OK OK OK Ratio 93% 58% 75% 66% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2546 285 1.9 750 Adiustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:810 Uniform TL: 1361 =A Uniform Load A A R1 =9680 R2=9680 0 Imo. 5958 HAVERHILL, .y SPAN = 14 FT o MASS. Uniform and partial uniform loads are lbs per lineal ft. A d- beja-e, Project �Z`'� l.UL ". Daniel J.Parker A.I.A. 3 Page No. of � Calcby Date E 2 n S A R C H I T C T � 11SColbyStreet ale -- Bradford,MA 01835 Architecture ♦ Planning ♦ Project DeudIopment Beam#: Voice/Fax:978-373-2446' �LC�1r1/L(� 1Nbr a Location: �r.1,� Type: [u?6Vood [ ]Steel Design Criteria: Fb= E Fv = Loading Criteria [gUDL [ ]Point [ ]Overhang [ ]Partial Span c . ry BEAM 4- oath • a �"h � LD7,,�rOIIVIi( ' W r x o 'r NO. r 59 I V-f-v Ir HAVIRHILL, , ® MASS. NNI, engineering data. . . . . . . . . . . . . . . . . . . . Daniel J.Parker-Architect Page?-( of 3( BeamChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 12 BLUEBERRY HILL LANE PICTURE WINDOW HEADER HDR-3 Prepared by: DJP Date: 12/01/05 Selection (3)2x 10 SPF#2 Lu=1.33 Ft Conditions DL adj:7:12 pitch, NDS'97 Min Bearing Area R1=5.1 int R2=5.1 int DL Defl 0.09 in Data Beam Span 9.0 ft Reaction 1 LL 1080# Reaction 2 LL 1080# Beam Wt per ft 11.71 # Reaction 1 TL 2159# Reaction 2 TL 2159# Bm Wt Included 105# Maximum V - 2159# Max Moment 4858 # Max V(Reduced) 1789# TL Max Defl L/240 TL Actual Defl L/635 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in Shear(in5 TL Defl in LL Defl Actual 64.17 41.63 0.17 0.09 Critical 60.64 38.34 0.45 0.30 Status OK OK OK OK Ratio 94% 92% 38% 28% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 875 70 1.4 425 Base Adjusted 961 70 1.4 425 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9988 Rb=3.88 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:240 Uniform TL: 468 =A Uniform Load A R1 =2159 R2=2159 SPAN=9 FT a Flo. 5958 70 HAVERHILL, Uniform and partial uniform loads are lbs per lineal ft. o MASS. OF J Daniel J.Parker,A.I.A. A R C H I T B C T 115 Colby Sheet Bradford,MA 01835 Archifecture ♦ P14nMMg ♦ Project Devdopmmf Voice/Pax 9'18-373-2446 -fi-IM�titx�-t 4- Project: t CVA,- 4 t� Page No. of (o Calc by- Date: scale: dam"4 AL Column Location: Type:[ ]Wood [ [ ]CmxTete Design Criteria: Fb— E } Pv= 0 U Loading Criteria: JL7DL( ]Point ( l overhang[ ]Partial t v r � s�'AIEO ARC • 1. � .... • en rieee data © •a No. 5058 • e 3; HAVERHILL, O ASS. �! S J Fm' Column(AISC 9th Ed ASD 1 Ver:6.00.7 By: Daniel J Parker, Daniel J Parker-Architect on: 12-01-2005:09:27:37 AM Proiect: 124 BLUEBERRY LANE2 STORY-Location: STD COUC-1 Summary: 3 in Stand Wt. Pipe-ASTM A53-S x 7.5 FT Section Adequate By: 53.3% Vertical Reactions: Live: Vert-LL-Rxn= 10830 LB Dead: Vert-DL-Rxn= 5093 LB Total: Vert-TL-Rxn= 15923 LB Axial Loads: Live Loads: PL= 10830 LB Dead Loads: PD= 5036 LB Column Self Weight: - CSW= 57 LB Total Loads: PT= 15923 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Column Data: Length: L= 7.5 FT Maximum Unbraced Lenqth(X-X Axis): Lx= 7.5 FT Maximum Unbraced Length(Y-Y Axis): Ly= 7.5 FT Column End Condition: K= 1.0 Column Bendinq Coefficient: Cm= 1.0 Properties for:3 in Stand Wt. Pipe/A53-S Steel Yield Strenqth: Fy= 35 KSI Modulus of Elasticity: E= 29000 KSI Column Nominal Diameter: dia= 3.00 IN Column Outside Diameter: od= 3.50 IN Column Wall Thickness: t= 0.216 IN Area: A= 2.23 IN2 Moment of Inertia(X-X Axis): Ix= 3.02 IN4 Moment of Inertia(Y-Y Axis): ly= 3.02 IN4 Section Modulus(X-X Axis): Sx= 1.72 IN3 Section Modulus(Y-Y Axis): Sy= 1.72 IN3 Radius of Gyration(X-X Axis): rx= 1.16 IN Radius of Gyration(Y-Y Axis): ry= 1.16 IN Column Compression Calculations: KUr Ratio(X-X Axis): KLx/rx= 77.6 KUr Ratio(Y-Y Axis): KLy/ry= 77.6 Controllinq Direction for Compression Calculations: (Y-Y Axis) Column Slenderness Ratio: Cc= 127.9 Allowable Compressive Stress: Fa= 15303 PSI Compressive Stress: fa= 7140 PSI QwG\g.�y�LE9 up". 4 0 o iso. 5958 x' ; HAy6HILL, k !' o� MASS. �t OF _ / Footing Design(99 BOCA National Building Code(97 NDS)1 Ver:6.00.7 By: Daniel J Parker, Daniel J Parker-Architect on: 12-01-2005:09:31:45 AM Proiect: 124 BLUEBERRY LANE 2 STORY-Location:COL FOOTING/17-1/2 STORY ADDITION r Summary: Footing Size:3.5 FT x 3.5 FT x 12.00 IN Reinforcement:#5 Bars @ 17.00 IN. O.C. E/W/(3)min. Footing Loads: Live Load: PL= 10830 LB Dead Load: PD= 5093 LB Total Load: PT= 15923 LB Ultimate Factored Load: Pu= 25541 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 3000 PSI Reinforcing Steel Yield Strength: Fy= 60000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 3.5 FT Len qth: L= 3.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.06 IN Column and Baseplate Size: Column Type: (Steel) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN Baseplate Width: bsw= 10.00 IN Baseplate Length: bsl= 10.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1300 PSF Effective Allowable Soil Bearing Pressure: Qe= 1350 PSF Required Footing Area: Areq= 11.79 SF Area Provided: A= 12.25 SF Baseplate Bearing: Bearing Required: Bearing= 25541 LB Allowable Bearing: Bearing-Allow= 357000 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 5815 LB Allowable Beam Shear: vc1= 31530 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 59.25 IN Punching Shear: Vu2= 22364 LB Allowable Punching Shear(ACI 11-35): vc2-a= 133441 LB Allowable Punching Shear(ACI 11-36): vc2-b= 165534 LB Allowable Punching Shear(ACI 11-37): vc2-c= 88961 LB Controlling Allowable Punching Shear: vc2= 88961 LB Bending Calculations: Factored Moment: Mu= 132500 IN-LB Nominal Moment Strength: Mn= 387711 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.52 IN Steel Required Based on Moment: ASO)= 0.31 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 0.91 IN2 Controlling Reinforcing Steel: As-reqd= 0.91 IN2 Selected Reinforcement: #5 Bars @ 17.00 IN. O.C. E/W/(3) Min. Reinforcement Area Provided: As= 0.92 IN2 Development Length Calculations: Development Length Required: Ld= 16.20 IN Development Length Supplied: Ld-sup= 17.88 IN aOne4 o No. 5958 HAVERWLL, y l ® MASS �% I Daniel J. Parker - Architect 115 Colby Street �- Bradford, MA 01835 978-373-2446 DESIGNER: D. PARKER PROJECT ID: BLUEB ERR PROJECT NAME: BLUEBERY HILL LANE N.ANDOVER, MA STEEL BASE PLATE CALCULATIONS DESIGN DATE: 12/1/2005 PRINTING DATE:12/1/2005 MATERIAL SPECIFICATIONS BEARING CAPACITY (BASE PLATE) = 625 PSI COLUMN MARK------------------------------------- C-1 AXIAL LOAD-------------------------------------- 15923 LB BASE PLATE -------------------------------- Cches) = 8 x 8 x 1/2 INCHES Actual Calculated Plate Thickness Required (i .37 No. 5%8 x _ -'" i41ASS. '; Project Pa No. of J Daniel .Parker A.I.A. — Calc-by Date S , A R C H I T E C T —[2 ► — 115 Colby Street .Scale: Bradford,MA.01835 .r ,- t Beam#: E Archifecfure Planning Pr 'ect Duvet en P n , % °P'n _ 8 _ Voice Fax 978-373-2446' S r .� - Location / a r S r Type: [tr(ood [ j Steel ^. a' t'j Desio Criteria: Fb= E – Fv – LoAnz Criteria: VUDL PointOverhang Partial Pan t:�ti�u�G c GE a t s N BEAM Loading �Et � . a cn 5558 S HAVERHILL, MASS. engineering data. . . . Daniel J.Parker-Architect Page27of—F� BeamChek v2.4 licensed to:Daniel J.Parker-Architect Reg#506-704 12 BLUEBERRY HILL LANE FIRST FLOOR JOISTS J-1 Prepared by: DJP Date: 12/01/05 Selection 2x 10 SPF#2 @ 16 in.oc Lu=1.33 Ft Conditions Repetitive Use, NDS'97 Min Bearing Area R1= 1.0 int R2= 1.0 int DL Defl 0.07 in Data Beam Span 12.0 ft Reaction 1 LL 320# Reaction 2 LL 320# Beam Wt per.ft 3.37# Reaction 1 TL 436# Reaction 2 TL 436# Bm Wt Included 40# Maximum V - 436# Max Moment 1309'# Max V(Reduced) 380# TL Max Defl L/240 TL Actual Defl L/589 LL Max Defl L/360 LL Actual Defl L/803 Attributes Section in' Shear in TL Defl in LL Defl Actual 21.39 13.88 0.24 0.18 Critical 14.41 8.15 0.60 0.40 Status OK OK OK OK Ratio 67% 59% 41% 45% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 875 70 1.4 425 Base Adjusted 1090 70 1.4 425 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9845 Rb= 11.63 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:53 Uniform TL: 69 =A Uniform Load A zL POO R1 =436 R2=436 �t Eli SPAN= 12 FT c��' J. p,�1•�'�" Uniform and partial uniform loads are lbs per lineal ft. a ,•, c !@0 5958 HAViRHILL, .; MASS.1)2 X 8'S 2 16'o.c. IS ACCEPTABLE ALSO. �o ,, r Daniel J. Parker-Architect Page 2� of3� BearnChek v2.4 licensed to:Daniel J. Parker-Architect Reg#506-704 12 BLUEBERRY HILL LANE FIRST FLOOR JOISTS J-1 Prepared by: DJP Date: 12/01/05 Selection 2x 8 SPF#2 @ 16 in.oc Lu=1.33 Ft Conditions Repetitive Use, NDS'97 Min Bearing Area R1=1.0 int R2= 1.0 int DL Defl 0.13 in Data Beam Span 12.0 ft Reaction 1 LL 320# Reaction 2 LL 320# Beam Wt per ft 2.64# Reaction 1 TL 432# Reaction 2 TL 432# Bm Wt Included 32# Maximum V 432# Max Moment 1296'# Max V(Reduced) 388# TL Max Defl L/240 TL Actual Defl L/286 LL Max Defl L/360 LL Actual Defl L/387 Attributes Section in Shear in TL Defl in LL Defl Actual 13.14 10.88 0.50 0.37 Critical 13.04 8.32 0.60 0.40 Status OK OK OK OK Ratio 99% 77% 84% 93% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Base Values 875 70 1.4 425 Base Adjusted 1192 70 1.4 425 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9872 Rb= 10.29 Le=2.74 Ft Kbe=0.439 Loads Uniform LL:53 Uniform TL: 69 =A Uniform Load A Vito •' R1 =432 R2=432 g� SPAN= 12 FT �4i�\��1. w�,�/_.:�;: Uniform and partial uniform loads are lbs per lineal ft. o R ` 7 a iso. 59_8 3 HAVERHILL, Notes 1)2 X 8'S 2 16'o.c. IS ACCEPTABLE ALSO. .0 MASS. ',�; r Project Daniel J.Parker,A.LA. Page No. of o�- ARCHITECTc Date �� 6 � 115 Colby Street Scale' Bradford,MA 01835 Architecture. ♦ .- Planning ♦ Project Development Beam#• C/ Voice/Fa;c 978373-2446 ._ -, e� 2e9 IPS*/V '[1l�0 V-o— '� Location . Type: [g(vood [ ]Steel /(2 Design Criteria ps Fb=i° E _ testi :O L' Fv = Loaft Criteria [ L [ ]Point [ ]Overhang [ I Partial Span L 4- /YL" c H X BEAM Loading c in n, X R°so Alq�y�� J. p�'QgFc� o ho. 5958 p -1..:. HAVERHILL, w o MASS. j J; engineering data. . . . . . . . . . . . . . . . . . . . . •r SECOND FLOOR JOISTS O A\*miias Business J-2 TJ-Beam®6.16 Serial Number.7003009974 User 2 11/3=005 11:40:11 AM 14" TJI®560 @ 12" o/c Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED RIM .a d 2V Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(psf) Floor(1.00) 20.0 5.0 0 To 4' Adds To tub load SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 434/163/0/597 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 5.50" 4.25" 366/145/0/511 A3: Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -CAUTION: Required bearing length(s)exceed the minimum shown in the TJ Builders guide for single family residential applications. Limits: End supports, 3 1/2".Intermediate supports,3 1/2" with web stiffeners and 51/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 572 566 2390 Passed(24%) Lt.end Span 1 under Floor loading Vertical Reaction(lbs) 572 572 1725 Passed(33%) Bearing 1 under Floor loading Moment(Ft-Lbs) 2921 2921 11275 Passed(26%) MID Span 1 under Floor loading Live Load Defl(in) 0.229 0.581 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.319 1.163 Passed(U875) MID Span 1 under Floor loading TJPro 48 45 Passed Span 1 -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-5/8"Direct Applied Gypsum Ceiling,Strapping-1x4 Flat, Use Bridging or Blocking(8'o.c.max). A structural analysis of the deck has not been performed by the program. Comparison Value:2.88 9'�ryi'=';: PROJECT INFORMATION: OPERATOR INFORMATION: PROPOSED 2-STORY ADDITION7, Daniel J Parker 124 BLUEBERRY HILL LANE O' 59 58 DanielJParker-Architect 3 HAVERHiLL, NORTH ANDOVER,MA115 Colby Street MASS. Bradford, MA 01835-7860 ,E Phone:(978)373-2446 ._qZ?,y thea daniel_parker@comcast.net Vv Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. - e-I Jois t",Pro- and TJ-Pro- are trademarks of Trus Joist. C:\My Documents\My Documents\BEAM CALCULATIONS\BLUEBERRY LANE 2ND FLR JOISTS.sms �C SECOND FLOOR JOISTS �j I v -AV(Eyafiaeuseri" Burin= J-2 V TJ-Beam 6.16 Serial Number.7003009974 user.2 11/304200511:40:11 AM 14" TJI@ 560 @ 12" O/C Page 2 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presentdd is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for building Code BOCA analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: PROPOSED 2-STORY ADDITION Daniel J Parker 124 BLUEBERRY HILL LANE Daniel J Parker-Architect NORTH ANDOVER,MA 115 Colby Street Bradford,MA 01835-7860 Phone:(978)373-2446 daniel_parker@comcast.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist",Prol and TJ-Pro" are trademarks of Trus Joist. C:\My Documents\My Documents\BEAM CALCULATIONS\BLUEBERRY LANE 2ND FLR JOISTS.sms SECOND FLOOR JOISTS rA%yed,aeuer Business J-2 r+0 TJ-Beam®6.16 Serial Number.7003009974 4 Uses 2 11,30,200511:40.11 AM 14" TJI@ 560 @ 12" O/C V Page 3 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 23' 3.00" ^ Max. Vertical Reaction Total (lbs) 597 511 Max. Vertical Reaction Live (lbs) 434 366 Selected Bearing Length (in) 4.25(W) 4.25(W) Max. Unbraced Length (in) 118 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 155 -140 Max Shear (lbs) 156 -141 Member Reaction (lbs) 156 141 Support Reaction (lbs) 163 145 Moment (Ft-Lbs) 827 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 566 -492 Max Shear (lbs) 572 -495 Member Reaction (lbs) 572 495 Support Reaction (lbs) 597 511 Moment (Ft-Lbs) 2921 Live Deflection (in) 0.229 Total Deflection (in) 0.319 PROJECT INFORMATION: OPERATOR INFORMATION: PROPOSED 2-STORY ADDITION Daniel J Parker 124 BLUEBERRY HILL LANE Daniel J Parker-Architect NORTH ANDOVER, MA 115 Colby Street Bradford, MA 01835-7860 Phone:(978)373-2446 daniel_parker@comcast.net Copyright O 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-ProTM are trademarks of Trus Joist. C:\My Documents\My Documents\BEAM CALCULATIONS\BLUEBERRY LANE 2ND FLR JOISTS.sms Project Daniel J.Parker,A.I.A. . Page No.�_of A R C H I T E C T ScalCalc by Dabe � j 115 Colby Streete Bradford,MA 01835 team#: JArchifwture ♦ Planning ♦ Project Deoelopment Voice/Fa)c 978373-2446' , / � Location v pXu� e• U�'St�fw W�.��/tom-- �'� // Type: [y!ti'�'ood [ ]Steel Design Criteria: Fb E FV = Loatfing Criteria: tMML [ ]Point [ ]Overhang [ ]Partial Span , L= .o M. vt X BEAM ol oadz i ig . a (n X 'aro AA��/ J. p��PFc� eD Q No. 5958 HAVERHILL. MASS. v' engineering data. . . . �� 2ND FLOOR(SHORT)JOISTS TJ-BearrO 6.16 Serial Number.7003009974 User.2 11/30/200511:33:28AM 14" TJI® 110 @ 16" o/c Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a, 1110 b 12"ll 15116" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type . Class Live Dead Location Application Comment Uniform(psf) Floor(1.00) 20.0 5.0 0 To 4' Adds To tub/shower load SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 420/121/0/542 A3: Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 335/100/0/435 A3: Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -CAUTION: Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2".Intermediate supports,31/2" with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 503 495 1860 Passed(27%) Lt.end Span 1 under Floor loading Vertical Reaction(Ibs) 420 420 1018 Passed(41%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1274 1274 3565 Passed(36%) MID Span 1 under Floor loading Live Load Defl(in) 0.069 0.289 Passed(0999+) MID Span 1 under Floor loading Total Load Defl(in) 0.089 0.579 Passed(U999+) MID Span 1 under Floor loading TJPro 64 45 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-5/8"Direct Applied Gypsum Ceiling,Strapping-1x4 Flat, Use Bridging or Blocking(8'o.c.max). A structural analysis of the deck has not been performed by the program. Comparison Value: 1.38 PROJECT INFORMATION: OPERATOR INFORMATION: 'M PROPOSED PROPOSED 2-STORY ADDITION Daniel J Parker o o No. 5958 124 BLUEBERRY HILL LANE 3 HAVERHILL, d' � Daniel J Parker-Architect A MASS NORTH ANDOVER,MA 115 Colby Street Bradford,MA 01835-7860 Phone:(978)373-2446 r 0 daniel_parker@comcast.net fti Copyright m 2004 by Trus Joist, a Weyerhaeuser Business J TJI® and TJ-Beam® are registered trademarks of Trus Joist. f e-I Joist",Pro- and TJ-Pro' are trademarks of Trus Joist. C:\My Documents\My Documents\BEAM CALCULATIONS\BLUEBERRY LANE 2ND SHORT JOISTS.sms ® �VAZ. 2ND FLOOR(SHORT)JOISTS Businca J-3 �0/ 3, ID (� TJ-Beam 6.16 Serial Number.7003009974 ( r� User 2 11/30/2005 11:33:29 AM 14" TJI@ 110 @ 16" o/c V Page 2 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. Operator Notes: 1)Added Dead&Live Load for tub/shower loads. PROJECT INFORMATION: OPERATOR INFORMATION: PROPOSED 2-STORY ADDITION Daniel J Parker 124 BLUEBERRY HILL LANE Daniel J Parker-Architect NORTH ANDOVER,MA 115 Colby Street Bradford,MA 01835-7860 Phone:(978)373-2446 daniel_parker@comcast.net Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Pro- are trademarks of Trus Joist. - C:\My Documents\My Documents\BEAM CALCULATIONS\BLUEBERRY LANE 2ND SHORT JOISTS.sms 2ND FLOOR(SHORT)JOISTS 3 v�vc�yat��usn Busing J-3 3 TJ-BeamS 6.16 Serial Number.7003009974 User 11/30/2005 11:33:29 AM 14" TJI@ 110 @ 16" o/c Page 3 Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 6.92" ^ Max. Vertical Reaction Total (lbs) 542 435 Max. Vertical Reaction Live (lbs) 420 335 Selected Bearing Length (in) 4.25(W) 2.25(W) Max. Unbraced Length (in) 54 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 111 -95 Max Shear (lbs) 113 -96 Member Reaction (lbs) 113 96 Support Reaction (lbs) 121 100 Moment (Ft-Lbs) 290 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 495 -414 Max Shear (lbs) 503 -420 Member Reaction (lbs) 503 420 Support Reaction (lbs) 542 435 Moment (Ft-Lbs) 1274 Live Deflection (in) 0.069 Total Deflection (in) 0.089 PROJECT INFORMATION: OPERATOR INFORMATION: PROPOSED 2-STORY ADDITION Daniel J Parker 124 BLUEBERRY HILL LANE Daniel J Parker-Architect NORTH ANDOVER,MA 115 Colby Street Bradford,MA 01835-7860 Phone:(978)373-2446 daniel_parker@comcast.net Copyright O 2004 by Trus Joist, a Weyerhaeuser Business TJI® and TJ_ Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro" and TJ-Pros are trademarks of Trus Joist. C:\My Documents\My Documents\BEAM CALCULATIONS\BLUEBERRY LANE 2ND SHORT JOISTS.sms Location l,w lbje t No. Date � c �aRTM TOWN OF NORTH AN OVER F 9 ` Certificate of Occupancy $ /70 ITACMUEI Building/Frame Permit Fee $ JS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ '/a + Check # �� x �{/1/s 184A 4 � Building Inspector tl TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REP RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: r/ SIGNATURE: Building Commissioner/In2raor of Buildings Date Z SECTION 1-SITE INFORMATION 1 O 1.1 property Address: 1.2 Assessors Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: , - 19-3 . 3,3a Zoning District Proposed Use Lot Area Fronts ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Leored Provide ReqWred Provided ReqWred Provided 6 U v 30 0 1.7 Water S M.G. a 34) 1.3. Flood Zone Information: 1.8 5 Disposal m: systef Public PrivaL.C.10te ❑l Zone Outside Flood Zone ❑ Municipal On Sita Disposal system ❑ J SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT NO rn 2.1 Owner of Record �� ►'��/�/6�� X07`y�/��_ �`/J �.� e.- Name(Print) A AdAd r Service Signature Telephone O 2.2 Owner"of Record: Address for Service: z Nai.'1!e Print `f M Signa re Telephone 90 SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: License Number Address © �� a� CJd 5-" 7 T ✓ Expirati n Date S g cure Telephone r' 3.2 Registered Home Improvement Contractor Not Applicable ❑ ComPa Y n Name � PT1 "�io �le'`✓+ 0 7� �/` .G�� `y,/'G✓!'LeiC-� Registration Number r Address Expiration Ufft �1 S' re G� Telephone e , SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) i 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 build'm permit. Signed affidavit Attached Yes....... No.......❑ SECTION 5 Description of Pro sed Work check .9plicble New Construction ❑ Existing Building Repair(s) ❑ Alterations(s) ❑ Addition 0 Accessory Bldg. ❑ Demolition ❑ Other 0 Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant ; 1. Building h/i ✓- 6J (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee t,l x(b) 4 Mechanical HVAC 5 Fire Protection / 6 Total 1+2+3+4+5 lfC3 Check Number SECTION 7a OWNER AUTHORIZAM451i TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner/Authorized Agent of subject property Hereby authorize...... .'^: ��i'�� to act on My behalf,in all matters relatiyrto work authorized by this building permit application. � Si iature of Owner 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 knowledg and belief " —�-� ____rte�t�•✓/� /��G✓f Print Name / /,:2z2 !j Si ature of Uwner/A ent Date NO. OF STORIES SIZE BASEMENT OR SLAB oe SIZE OF FLOOR TUHERS iST2-"u 3RD SPAN DIMENSIONS OF SILLS DINIENSIONS OF POSTS DINMNSIONS OF GIRDERS h HEIGHT OF FOUNDATION THICKNESS 1 SIZE OF FOOTING X — MATERIAL OF CHIMNEY ' IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE FORM U - LOT RELEASE FORM i 3�4( �c[L INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. APPLICANT FILLS OUT THIS SECTION / de! ? �f7� APPLICANT _,—LOCATION: Assessor's Map Number � PARCEL — SUBDIVISION �L-_OT(S) 70 STREET .;�O �1vC ! trel � ST. NUMBER �� OFFICIAL USE ONLY VCONRVATIONADMINISTRATOV V10 WN A S: DATE APPROVED DATE REJECTED COMMENTSillmj� TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT > FIRE DEPARTMENT Z2t� /. /3 I DUMPSTER PERMIT �T W RECEIVED BY BUILDING INSPECTOR DATE FORM U-Revised 6.03 JMC Oct-28-96 17:04 SCI Company 1 508 6889998 P.02 MORTGAGEINSPECT/ON PL AN Ar 124 BLUEBERRY HILL LANE NORTH ANDOVER, MA. NO.ESSEX -REGISTRY OF DEEDS.'BK. L.C. 72 PG. 209 CERTIFICATE NO. /O/5I PLAN NO. 32638 CERTIFIED TO:CHEM/CAL BA/{�l� SCALE.' I'v&5O' DA TE.'DECEMBER Q 1992 BLUEBERRY HILL LANE v- , 298 , ti - J30016'. 1�1� 1 • s� 2 STORY L I y�11 MODLING be FRAM i° 1 W 330.010 LOTS 264 r0 274 — — — — -- Wk-SLEY STREET NorEs: OF II DO NOT USE OFFSETS TO ESTABLIsvv PROPERTY LINES OR TO ERECT .ANY STRVCTVRE. 2)PROPERTY LINES ARE DETERMINED FROM COMP/LED J INFO MAS 10W i O BE USED FOR MORTGAGE PURPOSES ONLY. R 'ass 3) SEE VARIANCE NO.O/O-92, GRANTED APR/L, 1992. sua CERMICATIONa: BASED ON MY KNOWLEDGE, IWFARMAT/ON AND BELIEF, / HEREBY CERTIFY THAT THE PERMANENT Srf wrL1RES INDICATED ARE LOCATED ON THE GRaIND APPROXIMATELY AS SHOWN AND ARE CONFORMING TO THE ZONING SETBACK REWIREMENTS OF THE TOW."J OF /Nb AND RER 6'rHEN CONSTRUCTED ANfj THAT THE STRVC ru7Z SHOWN IS NOT LOCATED INA FLOOD HAZARD ZONE AS PER F. E.M.A. MAP, COMMUNITY NO. 250098 EFFEC77VE DATE.'06-02-93 ZONE,'C JOHN ABAG/S 42 ASSOCIATES, PROFESSIONAL LAND SURVEYORS I37 CHANDLER ROAD, A ND OVER. MA. (608)688-4899 APPLIC14Nr- CAMUSO NO. P/, 754 1 V7 RESIDENTIAL BROKERAGEAll s,r ht 124 Blueberry Hill Lane `� k41 I : � - North Andover, MA 6 N MMS a $ 09900G For more information, please contact the ti listing agent at Stately hip roof colonial at end of cul-de-sac. - 978.475.2201 or Updated kitchen with island leads to vaulted ceiling 1s00.458.4004 sunroom addition and new mahogany deck. Newly updated master bath. Wonderful finished walk-out Sandy Bolway lower level playroom with cedar closet. Central air conditioning (second floor). GENERAL INFORMATION STRUCTURE APPLIANCES/OPTIONS Style: Colonial Color. Beige Stove: Electric Lot Size: 32,234 sq.ft. Exterior: Clapboard Sink: Double r S Ft: 2748+500 LL Roof: Asphalt Yes App • q• Disposer. Age_ 1979 Floors: HW,Tile,WW Dishwasher: Yes Rooms: •10 Fireplaces: 2 Refrigerator: No Bedrooms: 4 Basement: Full,finished Microwave: Yes Baths: 2112 - - Storms: Yes Trashmasher:Yes Garage: 2 car attached Screens: Yes Air Cond: Central (2nd floor) Taxes: $5,896.13 Laundry: 1st floor Washer: Hook-up Assess.: $449,400(2003) Deck: Yes-new Dryer: Hook-up APPROXIMATE ROOM SIZES Porch: No Central Vac: No Living Rm: 14'x 18', FP Pooh No Security: Yes Dining Rm: 12'x 14' Other Bldg: No Sprinkler Sys.:Yes Family Rm: 15'x 19',FP SERVICES/UTILITIES LISTING INFORMATION Kitchen: 10'x20' Electric Service:Circuit breakers Book: Page: Great Rm: Heat: FHW /Libr Title V: NAStud Study/Library: Fuel: Oil Sun Room: 12'x 19' Heat Cost: Exclusions: Master RR: 16'x 18' Hot Water: Tank Dining Room chandelier, window 2nd BR: 13'x 17' Sump Pump: treatmentsDirections: 3rd BR: 12'x 13' Zoning: R3 Chestnut to Blueberry Hill 4th BR: 11'x 14' Water. Town 5th BR: Sewer: Town Schools: Consult School Dept. Other: Playroom:22x26'LL Equipment: MLS#: 30759638 Other 2: w/cedar closet Rented lOwned: Owner: Of Record If there is a private sewer on the premises,the buyer should consult a qualified professional regarding its condition&compliance with applicable laws. NOTICE TO PROSPECTIVE HOME BUYERS: All Brokers/Salespersons will represent the seller,not the buyer,in the marketing,negotiating and sale of property,unless otherwise disclosed. However,the Broker/Salesperson has an ethical and legal obligation to show honesty and fairness to the buyer in all transactions.Regulation 254 of the Code of Massachusetts Regulations section 2.05(15) Except as may be otherwise noted,specifications with regard to the property described above were provided solely by the seller(s)without verification thereof by the broker(s)and, therefore,broker(s)accept no responsibility for the accuracy thereof.Offering is subject to prior sale,price change,or withdrawal without notice. Coldwell Banker Residential Brokerage 305 No.Main St.,Andover,MA 01810 978.475.2201 or 978.475.4477 NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at:/ Af h,'l/ Z44&is that the debris resulting from this work shall be disposed of in a p operly licensed solid waste disposal facility as defined by MGL c 11, S 150 A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 1 OA. The debris will be disposed of in: df0� .� (Location of FX tvoo Sad /tea � an �'i�� Signature o Permit Applicant Fire Department Sign off: Dumpster Permit Date i LLLJ(v �ii�YI Elpff r, r c)- fl -- PPp' '?Vaa PROPOSAL NO. DATE: TWOMEY& LEGARE CONTRACTING Building& Remodeling SHAUN TWOMEY Kitchens—Baths—Custom Woodwork DOUG LEGARE (978)0-5-7447 Complete Interior/Exterior Carpentry (979)556-1547 NAME OF OWNER James Muldoon ADDRESS OF JOB: 124 Blueberry Hill Lane North Andover,Ma TEL: DATE OF PLANS: NONE We hereby submit estimates for. New 12x18 PT Deck 1. Extend off existing deck 2. PT frame-balusters and handrails 3. Lally columns for post, 4. Move Hot Tub and rewire 5. Create opening in existing deck with self closing gate with latch 6. Frame extra heavy for Hot Tub Material &Labor $7,400.00 We Propose hereby to fiunish material and labor-complete in accordance with above specifications,for the sum of: ($7,400.00)dollars Paymenttobemade asfollows: Deposit of$4,000.00 Balance of$3,400.00 upon completion All material is guaranteed to be as specified. All work to be completed in a workmanlike manner accordmgto standard practices. Any alteration or Authorized deviation from above specifications involving extra costs will be executed Sign only upon written orders,and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents,weather or delays beyond our control. Owner to carry fire,tomado and other necessary NOTE:This proposal may be withdrawn insurance. Out workers are fully covered by Workmen's Compensation by us if not accepted within 29 days. Insurance. Acceptance of Proposal - The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as Signature �J L outlined above. Date of Acceptance: Signature Ilse Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leffily Name (Business/orgnization/Individual): �' Address: C/ City/State/Zip: Z- ,401-,f Z✓ �� a`�L��4Phone Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 1; 25�1j— 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors �,/ 2.El am a sole proprietor or partner- listed on the attached sheet. 1 7• E! Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.El Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. C. 152,§1(4),and we have no 12,❑ Ro f repairs insurance required.]t employees. [No workers' 131 Other comp. insurance required.] L C� . *Any applicant that checks box#l must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: _774_ t/z.,14/� Policy#or Self-ins.Lic. #: ,44'3/,X/6 S`C) Expiration Date:_ LL / / � 6 Job Site Address: Z47 ��vC �G/Y'�j 4 V /09:!�;_ City/State/Zip:�fi� �,C�✓�� Q/'V'V Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-yearImprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u der the pains and penalties of perjury that the information provided above is true and correct Signa Date: 4K.- S Phone#: Official use only. Do not write in this area,to be completed by city or town off iat City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#• Information and -Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'ce com another under any contract enof hire Pursuant to this statute, an employee is defined as`...every person m the service express or implied,oral or written." An employer is defined as ,an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of au individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the loys persons to do maintenance,construction or repair work on such dwelling house dwelling house of another who emp or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' at the number listed below. Self-insured companies should enter their compensation policy,please call the Department self-insurance license number on the appropriate line. City or Town Officials a Please be sure that the.affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affit_avit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia /30 2004 9:27 978 556 0285 P. 3 CERTIFICATE OF LIABILITY INSURANC�Oopp D DA09/30D 4 PROD'L+tR THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Davis, Davis a Xoody HOLDER.THIS CERTIRCATE DOES NOT AMEND,EXTEND OR 40 Karma Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Havorhill mA 01830- Phone:978-373-1347 Tax:079-556-0285 INSURERS AFFORDING COVERAGE Rbum—.+: Arballa ProCrOction Invaranca RSB: Travelers Insurance Company. Trameeyy S faro Contm ting INSURER C: ioithBAttxd365 lyA 01945 INSURER 0: MURER e COVERAGES THE POLICIES OF INSURANCE LISTED FLOW HAVE BEEN ISSUEOTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WRH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORCED BY THE POLICES GESCMED HEREIN IS SUBJECT TO AJ-TIE TBiMS,EXCLUSIONS AND CONOHTIONS OF SUCH POLICIE&AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAW 1PER I TYPFQFNfAIR1NQF NUNp�pW,arm UNITE V.R I TCCwS.__._��3R SCHWA LU"IUTY � EACH OCCURRENCE 161,000=00V I A SCOMMERCLALOENis:AwAsm" 8500012700 ( 06/22/64 j 66/22/05 1 FHREDAMADEVk o.,erel 16100,000 �F-7-1 V:��yJ°AD: u o'er MED 000, or�PSi.L�[; i 0 000 ocaQrvunixarnrLN�IpY 000,000 I I I i GENET;'LAGGREGA-M 6 2 000 000 II-05MAQ REGATEUYRAPPLIESPER:I FMODUCTS-ODMPnOPAGG 42,1000,000 r-1 POLICY PRD n LOC I Au-IIMOO LE LIA®uTY i I i IL E LIMIT ANYF,SJTO I S I I t I I gEe=cM0INED - f I i I , . f ALL OWNED ALTOS f BODILY INJURY I I SCWEDULEo ALITos I { I I(PQc ) 16 HIRED AUTOS DILY INJURY 16 I I NON-OMED AUTOS PROPERTYDAMAGE _- (Per 9Cddett) GARAGE LIABILITY AUTO ONLY-FA ACCIDENT $ ANY AUTO OTHER THAN EA ACC 6 AUTO ONLY- AGO 6 EXCESS LUUALITY EACH OCCURRENCE 6 OCCLR 17 CLAIMS MADE AGGREGATE 6 ' 6 DEDUCTIBLE I S RETENTION HyWUSIA11.1- -III- E WORKERS COMPENSATION AND TORY LIMITS1 JO ER B I ENPLOYERS'LLABRJTY GKO 939XI65004 09/18/04 09/18/05 E.LEACHACODENT 6100000 i E.L.DISEASE-EAEWLOYEi s 100000 i I I I i I I t ei oi5iiw§E-P66 iev LwiT I$500000 i OTHER I I @w'fion'TN'in�u^��^ori.Awa'.^..worw.'STvrcNmvowc-.a.wcic� .ucMina,�c.A...�....B E."^^w 93--EnSFE= ..�..0.�� CERTIFICATE HOLDER IN I ADDITIONAL INSURED;INSURER LETTER: CANCELLATION NCW K A SROM AATOP Tm PAM DEWRUM POLLCRS W GANM+L="I'ORE THE E.MRATIo DATE THEREOF,TNF 186UING INSURER WILL ENDEAVOR TO NAIL ,.0—DAYS YNUTIEN CITY OF NORTH ANDOVER NDTICE E 1.'HTTIflCATENOWIR NAMES TO THE DJ:rT;EUT FAILURE TO DO GO MALL CITY HALL RSI No UGATWH OR LABRAY DF ANYIGMD.OPON THE INBUR%P ffa AGENTS OR NORTH ANDOVER NA TIVEIL ACORD 26-5(7197) AACORD CORPORATION 1988 ✓/ie i�smm�wvcurea/f/a �/�aoa¢calucaea 0 BOARD OF 13UILE64G'REGULATIONS :•T License: CONSTRUCTION SUPERVISOR ; Number. CS 067560 F! Birthdate: 1"0/25/1`966 Expires: 10/25/2005 Tr.no: 5180 ? Restricted*00 SHAUN M TWOMEY 61 PATROIT ST ( „p y---- 4.110 N ANDOVER, MA 01845. Administrator ,� -------✓/ce-�o�n�na�tu�ealll o�✓��aaaac/zuaell� Board of Banding Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration:: 136779 Expiration: 8/26/2006 Type: Partnership TWOMEY+LEGARE CONTRACTING SHAWN TWOMEY 61 PATRIOT ST. � N.ANDOVER,MA 01845 Administrator �10RTIy Town Of Andover No. 3 7 dCS `- A E dover, Mass., 7-/S 0 o o,' COC MIC ME WICK ADRATED O`? 5 S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System 1 /y� BUILDING INSPECTOR THIS CERTIFIES THAT .7 N:!.'f, .I..�./.V�.��i�� ................................................A.#........ Foundation ........ ............ .......... . 1 has permission to erect... *x. Bf........ buildings on...../QY....1.� v?.6..�rry.. ... ..t4VERough to be occupied as 40 POP N D f C x 6-00 3164 • � Z Lo r /h Ve Chimney ........ .................................................................................................................................. . provided that the person accepting this permit shall in every respect conform to the terms of the application on in Final this office, and to the provisions of the Codes and By-Laws relatip to the Inspection, Alteration and Construction of Buildings In the Town of North Andover. I A? / PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION ST TS ELECTRICAL INSPECTOR djw ........ ....... ... .. ..... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Date... G/ f �aORTk;, "�o o � TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,SSACMus� ' This certifies that ...f„ ..0..v......................... ........ ... ......... ................. has permission to perform .�.C.... P� wirlpg in the building of...... ............ / civ . ........... fit. ....�.North Ando er 4.:P............. Lic.No./.YNIl.......... .!.... .......... ......................... Q* LECTRICALINSPECTOR Check # �� 5252 i TRE COAMOWEALTHOFL4,SSAC11USETTS Office Use only LL� DEPARTMENTOFPUBLICSAFETY1 Permit No. BOARDOFFIREPREVEMONR C-ULWONS527CMR12*00 Occupancy&Fees Checked APPLICATIONFOR PERMIT TO PERFORMELE=CAL WO ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL 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 wo k descbed below. Location(Street&Number) Owner or Tenant �7Ah)L--5 Owner's Address Is this permit in conjunction.with a building permit: Yes No r--J (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead Underground No. of Meters New Service Amps / Volts Overhead Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work A�M2,�-7 p&4V- 4g4e,,,4ZA1. 14015 Lr No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total i KVA No.of Lighting Fixtures Swimming Pool Above elow Generators KVA l round ground F1 1 , No.of ReceptacleiF)utlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners No.of Ranges No_of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices No.of Dishwashers Space Area Heating KW Np,rof Sounding Devices No'',f•Self Contained Deii'ction/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other Connections No.of WaT4 Heaters KW No.of No.of Signs Bailasis No.Hydref Massage Tubs No.of Motors Total HP t OTHER' 1hgxat=C0Rm aritodhemgm�ofNb%winlseasGa)etallaws [haw aamentLiabibtylur&icePbhcyiwhxkigComplee Operations Covetageoritsst>bslantialegiuvalent YES F1 NO lhavesubmiWdvandpruofofsametodie Offim YES Ifyvuhavnchad<edYES,pleaseindicaledr mofcovetageby aleclmthe bo INSURANCE BOND OII IER (Please Spe(*) Expiration Date . EAimalelValueofE�icalWotk$ No&toSlait ri'P� In TecttonDaleRern�d Rough Fmal iigned underTe a nal ies ofperjury: IRMNAME C- Lio"No. 17113A Signahue LicenseNo BuwessTel No. 73",61g,2 62.d Z- Ahxc CJ f� 4g.�-•� s� E /` eYfcl" Alt Tel No. )WMR'S INSURANCEWAIVER,Iamaware that theLicensedoes not Inv etheinsutancecowrageoritssubstarltialequwalentasrequire dbyMassachuscnC,ere Laws xl that my signature on this peunit application waives this tegtaffnent ?lease check one Owner ED Agent ® —i Telephone No. PERMIT FEE lgna ure oT Mwner or Agent u The Commonwealth of Massachusetts d 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 aI 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#: 4, Insurance Co. Policy# r Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one years'imprisonment-as well_as_civil..penatties in the form-of-aSTOP WORK_ORDER..and..a fne_cf_(.$1A0.00)_a iday against me. 1 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/Licensing El Building Dept ❑Check if immediate response is required Licensing Board Selectman's Office Contact person: Phone ff: E] Health Department Other Date. .3-.g'.' `./ .e? . n ".ORT:��o TOWN OF NORTH ANDOVER 3? ��.r ... •• 0 PERMIT FOR PLUMBING ;,SSAC04US� This certifies that . .`? ?^?'' . . . . P . . . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . �. . '.. ct ''� . . . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . 1. . . . . . . . . . . . . . . . . . . at . . .l. y. . . . �"e-6e.v."`� !'�? . .l N`. . ., No h Andover, Mass. Fee. .�.� S�Lic. No..Ialgq. . �. . � '.o2Z' /1/. M� Gu ir`.'". . . PLUMBI G INSPECTOR Check # oZ �' 5c, 34 i MASSACHUSETTS UNIFORM PLICATION FOR PERMIT TO DO PLUMBINC I (Type or print) NORTH ANDOVER,MASSACHUSETTS Date G. R 200 44 Building Location i 2 Owner "ame v Permit#_ ' Amount Type of Occupancy New Renovation Replacement Plans Submitted Yes No FIXTURES d Cn W Z cc W o a A CA SM-ME RASgvE'qr IST 1HIODR zsn Imm 3M MOCK 4M MOM 5M FUTR 6M HJOCR i 7M FH1)CR gII3 nom (Print or type) Check e: Certificate Installing Company Name(5R7 AW L&- J.&zm 7 LTl�. orp. Address 4xg�yiZje- Z.*ge El Partner. iYo�e7� �hsflor.� Business s Telop one q)g-68 9- C Firm/Co. A Name of Licensed Plumber: Insurance Coverage: Indicate the type of insurance cover ge by checking the appropriate box: Liability insurance policy Other type of indemnity BondVj El ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent I hereby certify that all of the details and information I have submitted(or entered)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 to Plumbing Code and Ch ter 142 o he General Laws. By igna ure of Eicenseuriummr Type of Plumbing License Title JQ 48 9 { City/Town �c nse um er MasterEr Journeyman ❑ APPROVED(OFFICE USE ONLY. � i ( Date...�.......................... r NORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING �,SSACHUS� This certifies that �A V (1� � . has permission to perform ...........`.� "'� A..............ik ...�o�.. .............n. ................ .................. wiring in the building of...!.�!�.U((.� I. o.v. .................................................. at .. e�e r`� t.'�l!...��..................No Andover,Mass. . ................................................... Fee.. ...... Lic. . ................... ............................. / CAL INSPECTOR Check # <<<3 5020 THE COMMONWEALTH OFMASSACHUSETTS Office Use only DEPARTNMENNTOFPUX1CSAFMY ` Permit No. BOAROOFFREPREVEMONR1:GUL BONS 27CM 12.00 Occupancy&Fees Checked APPLICATIONFOR PERMIT TO PERFO ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSS S EfECTRICAL 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 below. Location(Street&Number) Owner or Tenant Owner's Address Is thisermit in conjunction with a building permit: Yes m No P j g P (Check Appropriate Box) Purpose of Building Utility Authorization No. _ Existing Service Amps �Volts Overhead Underground No.of Meters New Service Amps / Volts Overhead Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work k I.Ce 6'6766A-p Sraz, A41;Ut rte---/ # /9,4jW6&-,,,r s2�+dwtTio�/ No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures /D Swimming Pool Above Below Generators KVA round round No.of Receptacle Outlets / No.of Oil Burners No.of Emergency Lighting Battery Units IL No.of Switch Outlets No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones. Tons No.of Disposals No.of Heat Total Total No.of Detection and Pumps Tons KW Initiating Devices '�'��• No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained No.of Dryers Heating Devices KW Detection/Sounding Devices Local Municipal Other Connections No.of Water Heaters KW No.of No.of Si ns Bailasis No.Hydro Massage Tubs No.of Motors Total HP OTHER,' d htsuranceCove[age;Rouanttothelecl mmffZofMawdRiMGeneia]laws IbawacarrentLaAty1h%raricePblicynrkx igComplc2o-, CDMMWorg3atdantialequivalertt YES El� NO Ibawa bmit2dvandproofofsametDdr-Offim YES Ifyouhawched®dYES,pleaseit lheWeofcov>[a�eby INSURANCE F,�,-f BOND MER (Ple"Spedly) Expiration Date Estirrrated ValueofFll Work$ WorkloStart 2- /o -o Dai �1�� Final signed undertTie%&esofperjury: (` / FIRMNAME !��/� �?-�G�r� LioffwNo. Lioensee N"7't/LO Sigrolurr LicerwNo ` BusirmTel.No. q7,f 6T Z GZ L"z Adches 6� 5T �C'IlN --eG�% 404 U eclU All Tel.No. OW!,tER'SINSURANCEWAIVEP,IamawarethattheLmwdoesnothavethei►ter =coveragecritsabstarilialequivakntasrequiredbyMasswhusetisCoicrALaws and tlkitmysignatureon dus peunit application waimN thisrequirennttt (Please check one) Owner Agent ��---�— Telephone No. PERMIT FEE$ signature ot Owner or Agent t Date..... ......l.:.... '... NORTH °•�`":`�"° TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,s$ACMUSE� This certifies that . L ....'•••••• •• /. .�.............................. has permission to perform ...... wiring in the building of�W � '�` �1-�f at...... .2 . '... f �....L ............ .North Andover,Mass. Fee..Z.''� :' .'^.. .. Lic.No E36 6D%.............P.... .. . ..............j,........ ELECTRICAL INSPECTOR Check # `s 11 Commonwealth of Massachusetts 0I licial I C 0IN Permit No. .. .... . ..... Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS, [Rev. 905] I leave blank) _ APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All .wi-k to he performed in accoi-dMlCe��itll the\hN.s�16LISOts Flccti-ical Code(\lFC). 527(AIR 12.00 tPLEASE PRL%FIX[AW OR TYPE ILL INFORILITION) Date: _6 — 8 — d� C i ty or Town o f: Alo' e71-1 To /he hispeclor of I BY this application the gives,i�,es notice ot'llis or her intention to perform the electrical work described below: n Location (street& Number) 1_7 e L9 -�iq tie. Ct�>xtTelephone NoF/T-10--Z9 Owner or Tenant WO Ad r-f 1 Owner's Address Is this permit in conjunction with a building per it. Yes No F-1 (Check Appropriate Box) Purpose of Building ;Z 5 j-fX Utility Authorization No. Existing Servicei-.22- :imps Zk oAr,) Volts Overhead � UndgrdEl No.or Meters 11r New Service Amps Volts Overhead F Undgrd ❑ No.of Meters r Number of Feeders and Ampacity K C " -6- "g Location and Nature of Proposed Electrical Work- (•omplelioll ol l/le.fiX(liting,luhle Ino.l. be 1jLljtj by 1170 11lSj)CCt0)'01 )I'll-' No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans NO.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA above o In- mergency Lighting N Swimming Pool ' ❑ El Batter u. No.of Luminaires grnd. end. nits No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS TNo.of Zones No.of Switches No.of Gas Burners AIo.of Detection and' Initiating Devices I No.of Ranges No.of Air Cond. Total I No.of Alerting Devices Tons Heat Pump Number I Tons Self-Contained No. of Waste Disposers I 1-KIWI-1 .7 o.of Totals: (Detection/Alerting Devices No. of dishwashers Space/Area Heating KW Local[] Municipal El Other Connection Noof DrSecurity Sjstems:* . tyers Heating Appliances KW No.oi Devices or Equivalent No. Of—Water KW No.of No.of Data Wiring: "eaters Signs Ballasts No.of Devices or Equivalent No. "ydroma of Motors Telecommunications Wiring: ssage Bathtubs Total "P No.ol'Devices or Equivalent OTHER: 1*0111ire'.1h.1 lilt' hi'sp(thw Estimated Value of Electrical Work: p, e".e2(Ahen required by municipal policy.) �k ork to Start:3 111.4cotions to be reqUested in accordance Nvith '0EC RUIC 10, and Upon C0111PICti011. INSURANCE COVERAGE: Unless waived by the owner. no permit for the perl'ormance of electrical work inay i.'-,-SLIC LIJIIC-i; the liccllseQ provides proof of liability illSL11_M1CC inClUdill""COMpIctcd operation"coveniqc or its 'Alb.-A Llnt id I CL111k,a1C11t. HIC 01 - illd has C:dlibitcd proof of.;arie to the permit i';'Alill-y FIC llldcr,,i�.jled ccrtifile'. that such c0\Cl',T,1e i�, ill t6lcc, � I II-(-X ()NE: INSI RAN0_-',4q--`130\D E] lff'11FR 11 (Specily:) under 1he pailis andpenuffies e?/pqjurY, .'hal Ifte inn-nialb)n brie aii(l co,nplele. FIRM NAME:451� CXG6 11c. Licensee: 57;�e :iign. Sus. Tel. Address:/: �Llrcllu 61 1 Aft. Tel. No.:.— *SM11-ity SyACln Contractor Lick:nSC l_C(lLlil_cd for this work; 11'applicable, enter the licClISC IlLiniber 71� 06 O�N NIER'S INSURANCE WAIVER: I and amine that the Licensee do,.�,,not have the liability illSLII-allCe c()VQl'1'.l1_-c ok:l,llially ICCILlired by law. By my' ;iunaftirL bCIOw, I hereby waive;this I-CClUil-C11101t. 1 and the(Check one)0 ownvr Owner/Agent .1 PFR Vff T FF.F- S :signature Ic 1)11 o 01 i: "i o. 7 Date. o'<",0 RT TOWN OF NORTH ANDOVER ° PERMIT FOR PLUMBING CHUSE� 1 This certifies that . . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . . .f" p . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . . . . . . . . at . .�a ._+.,.U.4 . . . . . . . . . . . . . . . ., North Andover, Mass. Fee-7r25. . . . .Lic. Nol�I.p r. . 1.... '��1! -�. . . . . . . �f PLUMBING INSPECTOR Check # �4-7 R 6857 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS Building Location,/,?!.h IZZZ Name /1?vL4o ozv DatePermit#�� Amount Type of Occupancy jr, New Renovation Replacement Plans Submitted Yes ❑ No ❑ FIXTURES Q HCf. Vz H > wz H oZ Z U wo w = w a z a a 3 a F A a A A a x x F W� w w x x d 0-4' SLRIEW RASEVM JSr Hit MH-OCR 4M KjOCR 5M Hj00R 6M HBM 7M IF DM gm HDD (Print or type) Check one: Certificate Installing Company Name G�,q„y, RL.ti ;',g :+6&22;h q LT'D li Corp. A Address Z12i C eA yJLP 4,"e. Partner. usmess Te ep one q78— 89-969 El Firm/Co. Name of Licensed Plumber: _ ��-s /yj6 _,Ma7— Insurance Coverage: Indicate the type of insurance coverage y checking the appropriate box: Liability insurance policy a Other type of indemnity ❑ Bond ❑ Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above threeinsurance Signature Owner Agent ❑ 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 Massachuset State Plumbing Code nd Chapter 142 of the General Laws. SignatureBy' o icense` um er- ' Title Type of Plumbing License City/Town 1,:Q 161 1? icense um er Master n� Journeyman ❑ APPROVED(OFFICE USE ONLY �1 i\ �{ ✓ (\ .. • • a ( \ ...� • t1 '. � .. ` � � / � ♦ �\ `. ' C()ilh Commonwealth of Massachusetts ()I I Ictd I 97� Department of Fire Services Occnpancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS Rev. 9051 jle:ncbkink) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK .\If York to he performed in accordance kNilli the\Uss�ldlu�etts f1wrical Code(%lF0. 527(AIR 121,00 il'LLINE PRINT I.\ INK OR TYPEILL L)FOR11IT[ON) Date: City o r Town o f: Alo e-rll p,— TO //IV IMI.TC101' 01 4'71T.Y.' 13V this qplil-,16011 the undersigned gives notice ot'his or licr perforin [lie electrical work described be - M intention to Pei w Location(street& Number) Owner or Tenant 6*c"74-de)AJeq -iJ-e-,&;'*P"r-. 6:5x,��e Telephone NoF��- Owner's Address Is this permit in conjunction with'a building per t? Yes [�K No F-1 (Check Appropriate Box) Purpose of Building 2 5 Lei"y Litility Authorization No. ExistingServicelg5 \Inps lk It ZZr,) Volts Overhead Kl';' Undgrd ❑ No.of Meters New Service Amps It Volts Overhead [:1 UndgrdF-1 No.of Meters r Number of Feeders and Ampacity F: C " /-C- " -- (;- Location and Nature of Proposed Electrical Work- bu ,OF 'I"alpiclioll ol the jl�Xwk ill�lf It he L41 I<</by l/W hIS/kI tlW 1 �f No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.or Luminaires Swimming Pool 'kbolie ❑ r No.of Emergency Lighting flend. ?,i-nd. Battery Units O No.of Receptacle Outlets No.of Oil Burners :FIRE ALARMS fNo. of Zones No.of Switches No.of Gas Burners i!140.of iltietection and Total I ating Devices Tons No. of Ranges No.of Air Cond. 11 No.of Alerting Dev ices No. of Waste Disposers Heat Pump Number 1,1170.118 1 KWI.No.of Self-Contained otals: Detection/, e ting Devices No.of Dishwashers Spacel,r%rea Heating KW LocallD Municippi 0 Other Connection Loc �i t stems:* see i v—st--*- No. of Dryers "eating Appliances KW No.of 6114--,*---- e-uivalent o No.of Water No.of No of Wiring:Heaters KW Data Wiring: Ballasts Signs Data No.of Devices or Equivalent a F7 , omo I clecommunications Wiring: No, "ydromassage Bathtubs No.of Motors Total HP N 1. No.of Devices or Equivalent .0 OTHER: 1XIM J'0111111111-'t lit" E,tiniated Value of Electrical Work: 4/1�� , �Ok lien required by Municipal policy.) \k ork toStart:3.— 0— a,6,— lll:,�Cctions to be requested in accordance with EIEC Rule'10, and upon completion. INSL RANC E COVERAGE: Unless waived by the owner. no pci-init to,-the Performance of electrical work jnay i'oLJC 1.111IC' 111C liccliset:provides proorof hilbilit'v illUll-:IIXQ ll1CILldill1,1'-'olllPlctCd operation,C('Acrahfc or 49 S Llt-:,l Jilt id I �Altli',OlCllt. llQ- thot'luch coc rag c i; in l0rce, And c-,Ilihitcd grout of';'llne ro, rbc pt:1-11lit office. 1117(-X ONE: INS[. RA\('l-' [� !� inder 1/re IF 111 INI N,%N I E:4�52 3us. T4t!l. '-1o.:,92!f t I d r e s s:kL Alt. rel. O security ")y!,tein Contractor Ucvn,;c rU+llrcd fw this vo-,r1t, ilapplicable, enter the liCk:11SC 111.1niber OkNNER'S INSURANCE WAIVER: I ;irnaw;ire that the l7ol havc the liability il)SUI-aIICC l:0V,-T,lLe 11k,11IM11". iuquired by UW. B - below, I hereby wail this rcquirtnitjit. I ;un the(check one)0 0VVnVr L1 Owner/Aurent Location gay 4 , 1 ,ill L�,,�t No. y�t� Date �oRTM TOWN OF NORTH ANDOVER lo. 9 ' Certificate of Occupancy $ ♦ i ♦ �'s'•^�•t<� Building/Frame Permit Fee $ 36"0 ACNUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 �' r Check # 9 1 6 % 57 Building Inspector