Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 734 FOSTER STREET 4/30/2018
i N O O O O D 0 0 w N Ill 1 r T O m x N X m m 4, 3749 i Date...:' 30.'..6..x.. TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that `7... : �.�............ s- .................. has permission to perform ................... ......................................... wiring in the buildin of ........... — -a--- ......................................... ` .... . , North Andover, Mass. Fee.. �.... Lic. No?. .................... ELECTRICAL INSPECTOR Check # �// 711ECIDMMOIVWF�ILTHDF=affmm- B DF.PAI RTMFNI'OFPU BOARDOFF,WPREYEWONRFaGULgT10111SS27C3RzZ. D Ota y Permit No. Occupancy & Fees Checked APPUCATIONFOR PERMIT TO P 'ORMELFCTRICAL WO ALL WORK O BE PERFORMED ALL N ACCORDANCE WrrH THE MASSAC'=M ELECTWCAL CODE, 527 CMR 12:00 1K (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Town of North Andover Date The undersigned applies foraTo the Inspector of Wires: permit to perform the electrical work described below. Location (Street & Number) Owner or Tenant Owner's Address 4 Is this permit in conjunction with a building permit: Purpose of Building (A ," Ahh 1,r Existing Service --- 6 Amps 0y0 volts Mew Service �C='-------- Amps Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work No. of Lighting Outlets No. of Hot Tubs No. ofLightinB No. of Receptai No. of Switch C No. of Ranges No. of Disposals To. of Dishwash lo. of Dryers fo. of Water Hea o. Hydro Massa, 1 V No. No. Yes ® No (Check Appropriate Box) s" Utility Authorization No. Overhead Underground L -.J - ----- Overhead [ Underground M No. ofMeters No. ofMeters Battery - -- " sum Tons FIRE ALARMS No. of ZonEs Of'Heat Tota! Total Pumas To6s :: No. d`Detectimand --}�—� Kw x Area Heating Kw hntutuig Devras -- ---No, ofSotlnding Devices- Na 0fSdfC114iW& ing.Devices Dueetitr�NSouaitlrig:Devices ---'-•• i fCw rf No. of Local Municipal 0 Connectioro eWhr1 edMGdpoofafsanetothe0!&r- YM V 0. �X ' YB E—. -r NO Sjazha<edtadaedYESspttaseY�wlet���{��d�g$tc�:•��� CwaaE A LioauelVCi � � (Q Lioa35el�io Btt�35 AA TdNo il— EF-'SMAkNCEWATVER,IammlaetgtbeLim.AVEd�i,t i AItTe1Na dmY ae1Mftpe n*Wplica>nmvrai%Mtlistegtmr rsat � �' b!'�GenaalLaws ;e check one) Owner � Agent (�, L••.•� Telephone No. PERMIT FEE ��,� 4 r I Date ............. TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING This certifies that ............................ ........ has permission to perform ..... . ............ plumbing in the buildings of ... ................ at. . ......... ........... North Andover, Mass. Fee 1120 ..... Lic. No.& 1�-7�........ ............ PLUMBING' 1'NeP ECTO R Check it 5231 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSACHUSETTS s �. Date t' Building Location �� U S '4 Permit # 3 i `� Owner �L' C�/l� C 16L W S O Amount p New Renovation Replacement ❑ Plans Submitted Yes No FIXTURES (Print or type) Installing Company Name LL C fig T 1 C 1-� �) l Pl t/ m b m 5 1 / 4[ G iT Check one: Certificate Corp. Address C Pe) 4 AvK N, W 0 3 y--76 Partner. Firm/Co. Business a ep one(oD3 ^ S�1 S— O 33 I Name of Licensed Plumber: y C?t P he fJ 6-qu rdr17— Insurance Coverage: Indicate the type of insurance coverage by checking the appropriate box: Liability insurance policy � Other type of indemnity ❑ Bond ❑ Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent El 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 un r Permit Issued for this application will be in compliance with all pertinent provisions of the Massach�Stt bing Co e and Chapt 2 of the General Laws. By Signature or Eicenseuum er Type of Plumbing License Title J//9-3 City/Town icense lNuffluer MasterJourneyman ❑ APPROVED (OFFICE USE ONLY Location 07 3 (/ �oS s No. Date 6 NpRTM TOWN OF NORTH ANDOVER N R .. 9 Certificate Occupancy of $ s�CHU Building/Frame Permit Fee $ Foundation Permit Fee $ � Ooa Other Permit Fee5�010e- $ TOTAL $ a Check # C' 5 C) cam, 5 1 5 / Building Inspector TOWN OF NORTH ANDOVER rt 'V BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUU,DING PERMIT NUMBER: DATE ISSUED: SIGNATURE: Building Commissioner/Inspector of Buildings Date SECTION 1- SITE INFORMATION 1.1 Property Address: 3� FMTIF-P, STP,EE -T 1.2 Assessors Map and Parcel Number: ® 7' Map Number Parcel Number 1.3 Zoning Information: Zoning District Proposed Use 1.4 Property Dimensions: Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide RegWred Provided R red Provided 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Information: Public ❑ Private ❑ Zone Outside Flood Zone 0 1.8 Sewerage Disposal System: Municipal 0 On Site Disposal System 0 SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record `Z,AA�� Fas i ER �T Name (Print) Address for Service: Signature Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Licensed Construction Supervisor. q l� \e Address r Signature Telephone Not Applicable ❑ License Number Expiration Date 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone O z M 90 0 mn ic r Q rn r r z a SECTION 4 - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6) 1 10 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 checkan a licable New Construction ❑ 1 Existing Building ❑ 1 Repair(s) ❑ 1 Alterations(s) ❑ 1 Addition ❑ Accessory Bldg. ❑ 1 Demolition ❑ 1 Other ❑ Specify Brief Description of Proposed Work: I SF.CTTON 6 - FSTTMATF.D CONSTRUCTION COSTS I Item Estimated Cost (Dollar) to be 5: Completed b permit applicant rFY�r s 1. Building , _ (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee (a) x (b) _ , V 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OW S AGENT -OR CON CTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject. property Hereby a orize to act on My behalf, in all matter relative to work a onzed by this building permit application. Signature of Owner . Date SECTION 7b OWARAUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name Signature re of Owner/A ent Date 111111 millillilill�l Pill, NO. OF STORIES SIZE BASEMENT OR SLAB RD SIZE OF FLOOR TIMBERS 1 2 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS DIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE 0 I W W s. c o N-1 o CO) ' � C O w RL C W W 1m C E a C .2 C a E N 0 O u cm*I ni me E 1: h ca � ,2�2C N Cc O E N m o m cm cD m oc N cmrtZ„ O Of - 'o c c m O V y O .. : v .5 Z O CR a CL N N CL O mr~ Z CD CA)ea .0 m rr •N O.t O C Z cc �E v �N Qo LU Co COD O. 0,:e O� Q O 0 0 z 0 U C/) t9il." MM� P4— "TS .1.1 LN CD 0 CD Z 0 O CA L L CL CD 0 y 0 L .y C V cc C cc C. CO2 L O V co CLH C CM C 0.— 0 � CD m 0 CD CD 00 CLa C Q C � ev O O Z Q CO)CL C 0 U) U) w LU w U) O a z x �4 LE V)a cn a w° C2 u x a a°' w cr a W a�' cn w t C2 X. w CE z cn Q o cn c o N-1 o CO) ' � C O w RL C W W 1m C E a C .2 C a E N 0 O u cm*I ni me E 1: h ca � ,2�2C N Cc O E N m o m cm cD m oc N cmrtZ„ O Of - 'o c c m O V y O .. : v .5 Z O CR a CL N N CL O mr~ Z CD CA)ea .0 m rr •N O.t O C Z cc �E v �N Qo LU Co COD O. 0,:e O� Q O 0 0 z 0 U C/) t9il." MM� P4— "TS .1.1 LN CD 0 CD Z 0 O CA L L CL CD 0 y 0 L .y C V cc C cc C. CO2 L O V co CLH C CM C 0.— 0 � CD m 0 CD CD 00 CLa C Q C � ev O O Z Q CO)CL C 0 U) U) w LU w U) Model OWI I -WL cif . JJKw: r ww . jnui r Pw - ,�►ur r ow; e Castne ' :Oslo firelight CB r! _ _ Combustion= Non Catalytic Non Catalytic Non Non tatalytic Merlon Catalytic • Technology Clean Burn v, ZC#eanBurn Clean_Burn Clean Burn Ciean.Burn F Construction Last Iron cast Iron; '� cast iron cast iron t . cast iron Height z5 X14" $ '� 28 �(4" 28yh" 3t y--.4......_ Width '125/8 =z27l8 .� x5314" z$U4r� � _ _ _ flepth igtlz"g3/z"Y z311g" 27 t/4z�tlz" Weight t6olbs 3651bs .3751tis 4451bs 465 ibs Flue:Size 6",(w/. standard�adapterj ��6 z 6", 6" 6" " J"- Height,to Top of flue_ ` Top 26 ill"X28 zg" z$ X12" ; 311 Rear °24 3/4 5a/2 28° i8 a/4 = Soy/i' Rear w10pfional short legs n/a3/4 z5 3�4" 26" rsl/a t Log length a6" Rl8" zo iz e "_ Maximum Heat 8;000 BTU/hr 4z o0o BTU/hr _ 50000 BTU/hi. 60,000 BTU/hr A8150o BTUI h. . Output' (z 3 kg wood) (3 7 kg wood} (q kg wood) (q 3 kg wood} (6 kg wood} _ _. m _ Heating Capacity° 600-800 sq. ft goo �;3ob sq ft. ¢ �,ioo-,goo sq ft :. _ w i5oo �,80o sq ft '3 1;600=2,500 sq. ii.' Overall Efficiencyi 66.q/ -;70% 7x96 -j % 71% Emissions 5.2 grams/�li 378gramslhr 377grams/hr 2;88 grams/ .r 44grams/hr _ _ w--- Bum rime 2 5`hours 3 7 hours 4 8 hours 4=g,hours.c g �o+ hours Clearance -Top dent- tJS CAN SUS L4N _ US _ CAN U, CAN US 44N N, Rear 13 1/2 345mm z5 66omm , _ . 2' ,635mm' 460"mm Side _ 2,''. 535h►!n� tiz4 685mm tg 485mm _ �4 355mm�33omm';. r Corner �3" 33ornm 5romm t8, 46orbit 1 . i3 33omm �3�33omm Ctearonces with JOtu/ Rear Heotshield and, E%uble Wall Insulated Chbriney Connector Rear 9 z3om n :to z55min 7 'i8omm . - 6" 15omm 8 2oomm:- Side :24" 6�omm j8 g6omm' 15" 380mm L 14- 3355mm333omrrl Corner z3omin yea 355'mm ` n '280mm g° zomm 9 ' z3omm 9 r _ Maximum Heat Output based on kg of `dry wood 6umed�per hour " f 4Heating Capacity and Maximum Burn�Time will varydepending ondesign°of home climate, wood type and operation : - 30mtr i Efficiency is based on a, bum rade 0f kg wood per hour '!3a'sed on top exit only Y moke outlet4ncladed ".Depth -.is overaN depth with ashlip antl-sYr #� 1 All 0ftil woodstoves meet US EPA emission limits for wood heaters sold afte'rJialy iggo, and are tested and ksfed to AN51/UL i48z 73 , and CAM1tlULC $627go; They are intended for insfallation:io accordance wlthllF#'Aai or CAiV/CSA 636$ Y Always refer toyourJotul Installation and Ope bion Instructions forspecif c information rFgardrng the uistallation requirements giy rsfo Contact focal -building or fire officials. regordi'ng restiictioirsand installation inspection requirement s -i your area. a. 5dme of the settings for the photographs are for ae'sthebc purposes only and may not.compty with mstajlation requiremerns Materials spec cations aaessories calors and models are subject to change without'notice Som inodeisare shown -with optionalaccessones: B7U ratirigs.are #o be used as'a guideline only and-donot imply a guarantee of the heating capacity of the unit. Authorized Jotul Dealer rr(a14rIiCCi1[[-I(K�llalr � S iksiC3r0 oaiz Jtiil;Dealiovt cir%r ,1 ► rest tronas t� WOOD STOVE INSTALLA ON CHECKLIST . Permit A building permit is required for the installation of any solid fuel burning appliance. The building permit and installation inspection are limited to the stove installation and not to the stove construction. Stove A. Ne Used. B. Type/ adiant Circulating C. Manufac urer Lab. No. Name/Model No. Cellar size 60 1 Dimensions/ Height a r _I_.:�ngth t) 3 Width C90lam_ Chimney A. New Existing B. Size (flue area) C. Other appliances attached to flue (Number and flue size) .._ D. Prefab (Manufacturer—name and type) E. Masonry/Lined --.Flue liner Unlined — F. Height (refer to diagrams) I OVER to) 2f M(K S MIR 101 -lypeh manufacturer) CHIMNEY HEIGHT Hearth (non-combustible) A. Materials B. Sub -floor construction C. Minimum dimensions (refer to diaoram) cap 1211 hilf{. 12 MIN. 18u i�tN. �c:� cy7 titGta I P (_ 1% C kP�M�_ 44— Clearances and Wall Protection (see stove installation clearances chart) A. Type of wall protection provided B. Clearances (refer to diagrams) HEARTH FIREPLACE Location No. Date gORTN TOWN OF NORTH ANDOVER 0�4„•° ,,�0 3? i , • O Certificate of Occupancy $ Building/Frame Permit Fee $� .rte n sACHUSE Foundation Permit Fee $ V. Other Permit Fee $ TOTAL $ t Check # 15347 `Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING �� i, BUILDING PERMIT NUMBER: DATE ISSUED: V SIGNATURE: Building Commissioner/1for of Buildings Date SIK TION I- SIZE INNYUKAU'I101N 1.1 Property Address: 1.2 Assessors Map and Parcel Number: 7Y y rP� sf /0, � /� 0 V�/C� Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proliosed Use Lot Area (sf) Frontage (ft 1.6 BUILDING SETBACKS ft Front Yard 86- Side Yard 70 ' Rear Yard !&o 4 - Required Required Provide RegWred Provided Re red Provided 1.7 Water Supply M.G.L.C.40. /�) Public ❑ Private p' Zone 1.5. Flood Zone Information: Outside Flood Zone ❑ 1.8 Sewerage Disposal System: Municipal ❑ On Site Disposal System SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record As Sf-bo '425. NamePrint) Address for Service Sign lure Telephone 2.2 Oz of Record: me Print os Address for Service: d4u r Telephone —Signa SECTION 3 - ON UCTION SERVICES 3.1 Lice Construction Not Applicable ❑ hSupervisor: U 1 Licensed Construction Supervi o (j 65 6 `;?S License Number �� , /o I if — 58 V lI , / fA r" Li � /)C 17"TU Address p r/ -7? Z3/0 /!/ Expiration Date Signature Tel Ihone 3.2 Registered Home Improvement Contract e,7 Not Applicable ❑ /Q <7 73 Company Name Registration Number 67 Address Z Expiration Date Signature Telephone Y SECTION 4 - WORKERS COMPENSATION (M.G.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buil ng permit. Signed affidavit Attached Yes ....... Er No ....... 0 SECTION 5 Description of Proposed Work check ap a hcable New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) 0 Addition Accessory Bldg. ❑ Demolition 0 Other ❑ Specify Brief Description of Proposed Work: A ti l X u A (w h `dn. 61221 "/y /t 00 rh r% W, I SECTION 6 - ESTIMATED CONSTRUCTION COSTS I Item Estimated Cost (Dollar) to be �a O�ICSEii E m Y�{'�' Completed by penmt applicant Y , 1. Building (a) Building Permit Fee Multiplier 2 Electrical 0VU -- (b) Estimated Total Cost of iqq Construction 3 Plumbing Building Permit fee (a) X (b) O �'�� 4 Mechanical HVAC SQ7lU • -- 5 Fire Protection 6 Total 1+2+3+4+5 0 r0t) Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Z�-P"M e S as Owner/Authorized Agent of subject property Hereby authorize Y 4 1 to act on M half, i 1 m rs relative to work autho ' ed by this building permit application. Lkiture of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION as Owner/Authorized Agent of subjectI, property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief n / V I Print N ✓ /�J-0/0- 2— Signature of Own /A 'ht Date NO. OF STORIES ( SIZE BASEMENT OR SLAB4 S t r✓� e a f SIZE OF FLOOR TINIBERS Q 1 2ND 3RD SPAN /d DIN ENSIONS OF SILLS — x DaIENSIONS OF POSTS 3 r " L '4 c.. `. C' o e_ , Da ENSIONS OF GIRDERS -3 _ o HEIGHT OF FOUNDATION THICKNESS io SIZE OF FOOTING i o x a a" X MATERIAL OF CHIMNEY Y.4 IS BUILDING ON SOLID OR FILLED LAND X0 `. / b IS BUILDING CONNECTED TO NATURAL GAS LINE _' 0 r. I 1 FORM U - LOT RELEASE FORM e d_0 (5Z, 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—&t- {'�li'S e8 / Q �, PHONE LOCATION: Assessor's Map Number 90,4 -Z -07'-- Z PARCEL SUBDIVISION LOT (S) STREET_%� ST. NUMBER 73Y OFFICIAL USE CON,5tRVA COMMENTS TOWN PLANNER COMMENTS OF TOWN AGENTS: DATE APPROVED DATE REJECTED Y DATE APPROVED DATE REJECTED FOOD INSPECTOR -HEALTH DATE APPROVED _ �r�, � f a , S� DATE REJECTED_ SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE RE.IFc�TGn �� PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPE Revised 9197 jm 7, TE °l4 Pte/! �i«voac%uaea BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 038650 Birthdate: 01/23/1946 Expires: 01/23/2004 Tr. no: 13184 Restricted: 00 ROBERT K DAIGLE 58 WATER ST N ANDOVER, MA 01845 Administrator /02 ✓�e �,mnon«e�r�i o�..t�a„ac./uredo HONE INPROVENENT CC NTRACTOi a a Registration: 105739 Expiration: 7126101 Type: Private Corpora` _ CREATIVE BQIlQERS, INC, zRobert- Oaigle c ADMINISTRATOR S$ Yater. Street N. Andover ' North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 150A. The debris will be disposed of in: of Facility) Signature of Per t Applicant //3,0 16v Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector . t r Ey r. r • • Z s CREATIVE BUILDERS, INC. 58 Water Street North Andover, MA 01845 978-682-4948 FAX: 978-682-4589 ADDITION CONTRACT Name/ Address: Date: Mr. & Mrs. James Clawson January 30, 2002 734 Foster Street North Andover, MA 01845 Phone: Job Location: 978-682-5611 Same We agree to furnish labor and material- complete in accordance with the specifications to build an addition for the sum of $ One Hundred Twenty Four Thousand Fifty Dollars ($124050.00). Payments are to be made as follows: Deposit $10000.00 Site excavated $ 5000.00 Foundation poured $ 7150.00 Addition walls framed $14000.00 Roof framed & boarded $ 7000.00 The addition windows & slider are installed $ 6000.00 Replacement windows installed $ 7000.00 When the addition and family room roofs are shingled $ 4000.00 Vinyl siding installed $12000.00 When the rough utilities is installed $ 6000.00 When the blue -board is hung $ 4000.00 When the interior trim is installed $ 4000.00 When the cabinets are ordered $ 9500.00 When the cabinets arrive $ 9000.00 Clawson contract /page 2 When the utilities are complete When the paint is completed When hardwood flooring is installed Completion Total SCOPE OF WORK: Refer to "ADDENDUM A" $ 5000.00 $ 3000.00 $ 5400.00 $ 6000.00. $124050.00 All work will be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the specifications in "ADDENDUM A" involving extra costs will be executed only upon written Change Orders, and will become an extra charge over and above the contract. We are not responsible for strikes, or any acts which may cause delays in the delivery of materials beyond our control. The homeowner will carry fire and other necessary insurance. Our workers are fully covered by workmen's compensation insurance. Authorized Signature: Obert K. DakswQ.- , ACCEPTANCE: The contract prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined. Date of Acceptance: Signator Signature: �L Clawson contract/ page 3 ADDENDUM "A" • Permits • We will excavate the area, digging the hole for the foundation. After the foundation walls are poured, we will backfill the foundation. An entrance will be cut into the existing foundation. Per our discussion, we will make the necessary modifications in the garage to gain access into the new basement. Excess fill will be spread on the site. • The foundation will consist of concrete footings and 10" thick concrete walls with rebar per code and plan. The floor will be 4" thick poured concrete over 10" stone and PVC pipe for proper drainage.. • We will frame the addition according to your designer's plans. the engineering specifications of GA Consultants, Inc., 10 State Street Newburyport, MA. and MA code. Where the kitchen and the addition meet, three 6"X 6" wooden columns will be installed from the bottom of the designed LVL beams to the top of the foundation walls. A 6" X 6" wooden column will be installed between the existing family room wall and the kitchen/ dining room wall from the bottom of the second floor to the beam supporting the first floor. A lally column (with appropriate footing) will be installed under the 6" X 6" post from the first floor beam to the basement floor. Plywood sheathing will be installed on the exterior walls and roof; tongue and groove gplywood will be installed as a sub -floor. We will also install ice and water shield and Iko shingles on the roof of the addition. The family room roof will be stripped and ' re -roofed, flashing the eves and installing ice and water shield. If there is rotted wood under the roof, there will be an additional costs priced after evaluating the damage. • Fiberglass insulation will be installed in the walls and ceilings according to code. • Harvey Classic vinyl double -hung windows with grills between the glass and half screens will be installed per the plans. The glass will be Low E. Harvey 6'0" sliding glass door will be supplied and installed. Harvey Classic replacement units with Low E glass, grills in between the glass, half screens and interior trim will be installed in the main house. • The side entrance door will be a fiberglass unit with divided lights on the top and raised panels on.the bottom. A new fiberglass front door and jamb will be installed. • - . • The exsting siding will be removed and disposed of. The house will be wrapped in Ty-vek. Mastic Barkwood vinyl siding (Pebblestone Clay walls and White trim) will be installed. • We will disconnect your plumbing and appliances and install new plumbing and appliances per plan. Customer will purchase all appliances, faucet, sink, and provide their specifications prior to the installation of the rough utilities. • The electrical includes the following: 14 recessed lights, 13 linear feet of counter lights, wiring for two pendulum lights and a paddle fan, a telephone jack in the desk Clawson contract/ Addendum "A"/ page 4 • area, 1 CATV outlet, wiring for an outdoor light at each door, 5 wall outlets, a smoke detector in the addition, 2 three-way switches, 6 single pole switches and an outdoor outlet off the deck - Decorative lights will be supplied by the homeowner. It also includes the wiring for the heat and appliances. The allowance for electrical is $5900.00. • We will install an extra zone of forced hot water heat. ° • The walls of the addition will be blue -board, with a skim coat of plaster. All areas effected in the main house will be patched and blended accordingly. The ceilings will be. textured. • Interior painting will consist of a primer coat and two finish coats of Benjamin Moore paint or equal..' " • Interior finish will consist of colonial style baseboard, window and door trim. The wood work will be stained or painted to match that of the existing house. The new casing for the replacements units and front door will also be stained or painted. • A cabinet and counter allowance of $ 18500.00 is included in the cost. e' • Natural oak floors will be installed over a plywood underlayment sub -floor. • Two storm doors ($200.00 allowance per door) will be supplied and installed. • The entry porch and stairs will be framed with pressure treated lumber and decked with Choice decking. The handrail system and columns will be white aluminum. The porch ceiling will be finished sheet -rock. • All debris will be removed from the site intermittently during the work process and properly disposed of. Final cleaning of the constructed areas is included in the cost. Not included in this price is structural or architectural plans, engineering, blasting costs if ledge is present, or costs for additional loam. MAScheck COMPLIANCE REPORT Massachusetts Energy Code MAScheck Software Version 2.01 Permit # Checked by/Date CITY: North Andover STATE:.Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 7-3-2001 COMPLIANCE: PASSES Required UA = 111 Your Home = 110 Area or Cavity Cont. Glazing/Door Perimeter R -Value R -Value U -Value UA ---- -------------------------------------------------------------------------- CEILINGS 360 30.0 0.0 13 WALLS: Wood Frame, 16" O.C. 458 19.0 0.0 28 GLAZING: Windows or Doors 150 0.350 53 FLOORS: Over Unconditioned Space 360 19.0 0.0 17 HVAC EQUIPMENT: Furnace, 85.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections Fi 0131 Builder/Dgner) Date —7. 'Q .4AScheQk INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 7-3-2001 Bldg.1 Dept.1 Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C., R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U -value: 0.35 For windows without.labeled U -values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: ( ] ( 1. Furnace, 85.0 AFUE or higher. I Make and Model Number 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 - 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 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] ! Required on the warm -in -winter side of all non -vented framed I 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, glazing U -values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT -INSULATION: Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: 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. HVAC 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. 1 SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20a of the heating energy is from non-depletable sources. Pool pumps require a time clock. N HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): HEATING SYSTEMS: TEMP (F) Low pressure/temp. 201-250 Low temperature 120-200 Steam condensate any COOLING SYSTEMS: RUNOUTS Chilled water or 40-55 refrigerant below 40 PIPE SIZES (in.) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: insulate circulating hot water pipes to the following levels (in.): ----NOTES TO FIELD (Building Department Use Only)------------------------- PIPE SIZES (in.) NON -CIRCULATING i CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+" 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 ----NOTES TO FIELD (Building Department Use Only)------------------------- The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Please Print Name: Location: Cid Phone (—j am a homeowner performing all work myself. 01 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. G. Comp- name: Address City: Phone # 7GI� Y1V? VC- 9f- 602- 0z Failure to secure coverage as required under Section 25A or MGL 152 can lead to the 111tomition of criminal penalties of a fine up to $1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of ($100.00) a day against me. 1 understand that a copy of this statement may be forwarded to the Office of investigations of the DA for coverage verification. I do herby certify under the pains and penalties of pedy" that the E provided above is true and correct Print name �C A Aa- e Phone # 7 0 Official use only do not write in this area to be completed by city or town official' ❑ Building Dept ❑Check if irnmediate response is requirred Building Dept ❑ Licensing Board El Selectman's Office Contact person: Phone #: ❑ Health Department ❑ ©titer "ori WORKMAN'S COMPENSATION Town of North Andover Office of the Health Department Community Development and Services Division 4L 27 Charles Street North Andover, Massachusetts 01845 9SsgC USw` Sandra Starr Telephone (978) 688-9540 Health Director Fax (978) 688-9542 February 22, 2002 Mr. and Mrs. James Clawson 734 Foster Street North Andover, MA 01845 Re: Application for an addition and deck to an existing home Dear Mr. and Mrs. James Clawson: Your application for an addition at 734 Foster Street has been reviewed by the Health Department. The application was denied on February 22, 2002 for the following reasons: 1. X Missing information; 2. Passing Title 5 inspection of septic system may be required; 3. X Location of structure is not in an acceptable location. To address the problem(s): If #1 is checked, please supply: a. Floor plan of the existing dwelling and the proposed addition; b. Certified plot plan showing the house, septic system and proposed project including the deck, in scale and including any associate grading. If #2 is checked: a. Have the septic system inspected by a certified Title 5 inspector to determine the size of the system and whether it is operating properly: OR b. Tie=in to municipal sewer. If #3 is checked: a. Relocate the project. The deck appears to traverse the septic line between the existing dwelling and septic tank. Covering an existing septic line with any type of structure is not acceptable. Please feel free to call the Health Office at 978-688-9540 with any questions you may have. Sin rel ti rian J. LaGrasse, Health Inspector Cc: Creative Builders, Inc., 58 Water St., North Andover, MA 01845 wilding Department File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 PRODUCER ................ INSURED M.P. ROBERTS INS AGCY INC 1060 OSGOOD ST NO ANDOVER MA 01845 SSU©A..... .N..... CE ISSUE DATE (MM/DD/YY) ]'� 1/30/02 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANY A LETTER COMPANY B LETTER COMPANIES AFFORDING COVERAGE ................................................................................................. MERCHANTS INSURANCE CO HANOVER INSURANCE CO COMPANY LETTER CREATIVE CREATIVE BUILDERS INC 58 WATER ST COMPANY NO ANDOVER MA 01845 LETTER D EASTERN CASUALTY .............._..............................._........................._.._.._......................................... COMPANY E LETTER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _............_..................._........ ........................................ ...................... ................... ...-.._..-.-_..........-......._.....................__........._....... ._........ ............... .........._...... ...._.._._....._ .................._ - CO ` TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE :POLICY EXPIRATION.LIMITS LTR: DATE (MM/DD/YY) DATE (MM/DD/YY) GENERAL LIABILITY CMP -6147175 9/05/01 9/05/02 : GENERAL AGGREGATE $1, 0 0 0 r 0 0 0 _.............................................:.... X :COMMERCIAL GENERAL LIABILITY : PRODUCTS-COMP/OP AGG. ................................. $] 0 0 0 0 0 0 ...... .......... ....... --- .................... ...........:........................................ CLAIMS MADE: X :OCCUR.: PERSONAL & ADV. INJURY $1 0 0 0 0 0 0 ......... --. ............................ .............................. OWNER'S & CONTRACTOR'S PROT.. EACH OCCURRENCE $1 0 0 0 0 0 0 _.... .. .............................. FIRE DAMAGE (Any one fire) _................._....................... $100, 000 .._... .............. _.......................... _.....- MED. EXPENSE (Any one person) $5 r O O 0 B AUTOMOBILE LIABILITY AMN 6353714 5/08/01 5/08/02 COMBINED SINGLE ANY AUTO LIMIT $ .......... ALL OWNED AUTOS BODILY INJURY $1 V: acwrni a cn Al iTns (Per person) nn n n n DESCRIPTION OF OPERATIONS/LOCATIONSNENICLES/SPECIAL ITEMS TOWN OF NORTH ANDOVER ATTN: BUILDING INSPECTOR 27 CHARLES STREET NORTH ANDOVER MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. 1 It' r4 ,,Q (_� � )1.75" x " 1.9E Microllam@ LVL -B AW[�vFa�t Nr� BEAMSA 1111 Serial Number. 700114937 n �� BEAMUSA 1111 1/11102 5:09:27 PM Page 1,of 2 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR - COM. Application. Tributary Load Width: 1'4" Loads(psf): 50 live at 100% duration; 15 Dead; 20 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 0 60 0 to 12' Adds to WALL SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL 1 Microllam@ LVL 5.25" Hanger 409 / 682 / 1091 1 9.2" Detail H1 2 2x4 Plate 3.50" 2.25" 391 / 652 /1043 1 9.2" Detail A3 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, A3. HANGERS: Simpson Strong -Tie Connectors@ REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Leff Face HU7 No No N/A N/A - Nailing: Left (HU7 ) - Face: 12-10d , Top: NIA, Member: 4-N10 DESIGN CONTROLS: OTHER 1.25" LSL Rim MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1025 1022 3076 Passed(33%) Lt. end Span 1 under Safe loading Moment(ft-Ib) 2886 2886 5602 Passed(52%) MID Span 1 under Floor loading Live Defl.(in) 0.123 0.285 Passed(L/999+) MID Span 1 under Alternate Load criteria Total Defl.(in) 0.329 0.570 Passed(U415) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL: U360, TL L1240, ALT:U480@50.0 psf). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non-residential floors have been considered. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: geoambient consultants, inc john w. hargreaves, jr. pe 10 state street newburyport, ma 01950 978-462-7766 978-465-6653 Copyright ® 2000 by Trus Joist, a Weyerhaeuser Business. TJ-ProT and TJ-BeamTM are trademarks of Trus Joist . Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. Microllam is a registered trademark of Trus Joist. C:1W I NDO W S\Desktop\CLAW SON. bm mb x %zo i .vt mlcrollamV LVL 1� AWE�.averR®rs t rJ-BeamTM v5.95 Serial Number: 700114937 BEAMUSA 1111 1/11102 5:09:27 PM Page 2,of 2 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANTI 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 Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: geoambient consultants, inc john w. hargreaves, jr. pe 10 state street newburyport, ma 01950 978-462-7766 978-465-6653 Copyright 0 2000 by Trus Joist, a Weyerhaeuser Business. TJ•ProTM and TJ•BeamTM are trademarks of Trus Joist . Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. MicrollamS is a registered trademark of Trus Joist . C:1W I NDO W SlDesktop\CLAW SON. bm 3 PCs of 1.75" x 18" 1.9E Microllam® LVL rJ-BeamTM v5.55 serial NuMber. 700114937 BEAMUSA 1111 1/11/02 4:58:24 PM Page 1 of 1 Build Code: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - COM. Application. Tributary Load Width: 12' Loads(psf): 50 Live at 100% duration; 15 Dead; 20 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 300 400 7' Adds to REACTION FROM 12' Uniform(plf) Snow(1.15) 720 334 0 to 20' Replaces Passed(82%) SUPPORTS: INPUT BEARING REACTIONS(lbs.) 0.656 Passed(U421) MID Span 1 under Snow Roof loading WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 3.5" 7396 / 3862 / 11258 1 18.0" Other. 2 Column 3.50" 3.5" 7304 / 3740 /11044 1 18.0" Other. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 11078 9323 20648 Passed(45%) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 54639 54639 66849 Passed(82%) MID Span 1 under Snow Roof loading Live Defl.(in) 0.561 0.656 Passed(U421) MID Span 1 under Snow Roof loading Total Defl.(in) 0.854 0.983 Passed(U276) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non-residential floors have been considered. 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 Code NER analyzing the TJ Residential product listed above. - Note: See TJ SPECIFIERS / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: geoambient consultants, inc john w. hargreaves, jr. pe 10 state street newburyport, ma 01950 978-462-7766 978-465-6653 Copyright ® 2000 by Trus Joist, a Weyerhaeuser Business. TJ•ProTM and TJ-BeamTM are trademarks of Trus Joist. MicrollarrO is a registered trademark of Trus Joist. 23 24 Dining Room h I ZIY, l \ 1 32 7Y4 20 Bath Bedroom Bedroom Bedroom z 12 C- 18 F1 .1 I o 44 P4 18 1/2 E• r�=�' Kitchen Bath ' �; I F:� ! �Ij Living Room 22 w/Fireplace Family Room Dining Room h I ZIY, l \ 1 32 12 7Y4 Bedroom Bath Bedroom Bedroom Bedroom z 12 C- 12 73 73 y VIO s E. 34-- �o 7-64 z 12 C- 73 73 y VIO s E. 34-- �o Z d z pe Iaw w A d cam s n ti v cn p U z z 0-4 C c -0 G w° a a�' U w O W 24 z ., a 7 w�' w OG � w 04 ,.� U w W a�' v u cn ro w O F w a z � a�' w Ey W d Q W w � co z cn CJ o E cn LLJ c o m C o 5 c ` • O y C C) (oZ� : G C O m Y yr £ m CF O L o oCD . +• y �Ec M o �H eC ` m O \: LA m y r=+ co 3 rn\ c y a`• �: mu "Cam Ic cm x: C cc Q p � m CJ y O a0 o c � c a. Q y m C O Z m m. 3o N COD Z NJ o C •_. .� CAA C: 0 `r COD .y O V m p O C V_i a m- O-0 2 eyv acvO = O O Cl) O CD Z O G CA O .E CLO O C O CD ci m '.7 L O V CD CO)CL C 0 CD O 3� co O 0 0. a emQ c ev ev O CD Z ts CD C. CO) C raw LLJ C) U) LU VJ Ir W w W brae 25'f ong f iifemdrone � /4/. 5 n v! �Nembrane < /35.5 I \a ' F a- 2 - - - Areo, 9005, /5G Ga/ Cm t4- Tangy Pro osed �° ( E,risti�y I 1 Dec* to he I .Ae.�rroc-ed I _ f � II Existing I 4 Bedroom 10"AV :Va, 734 i 1 1 _ i I o ! I i I � I m i � I I I ; I i I Exrsfi�g I I lYe// I I I I I 7 47.87' /03.7/ ' 1,f-OSTE� S17-REET S :�0.6'- / hereby certify that the Sewage Disoosa/ System constructed by Peter Breen at 7W Foster Street / IWW 90,4, Lot North 4170'ovet; hos been instal/ed in accordance with the ,0,-OVIS1017s of 5/0 C/WR /5.00 1171 le 5% and the approved design plansiaS =bur/t 191-917s with an aooroved design f/ow o/ 477 GPD. / /urther cerci/y that the adjacent side slopes meet the brea/rout requirements o/ Tt/e 5 and the design p/an AS 9U�L T SZ-X46F D/SPOS/JL SIYS722�0- / OT C �iUap 9DQ, / of 734 FOSTE/' STFEET For•' </atnes Clawson 734 Foster Street North �978i682 -56/ / D01e0ece/I7ber /4, 2000 By ' /oh,/, Decoy/os 248 %ndover Street peabo&, 1W,4 0/960 (978%532.74/02 Scale.' /" = 20' - O /0 20 30 15fO 50 2970 c NOTE: SEE DRAWI NO FOR DECK D 9— V —V C� m M NOTE: MODEL NUMBERS SHOWN FOR WINDOWS ARE FOR THOSE AS MANUFACTURED BY ANDER5EN F I RST FLOOR FLAN 1/4"=1'-O -2-0 (2)2452 (2)2452 w 1 IAV (2)TR2520 (2)TR2520 ABOVE I ABOVE J\ R1 I� m NOTE: SEE DRAWI NO FOR DECK D 9— V —V C� m M NOTE: MODEL NUMBERS SHOWN FOR WINDOWS ARE FOR THOSE AS MANUFACTURED BY ANDER5EN F I RST FLOOR FLAN 1/4"=1'-O -2-0 (2)2452 (2)2452 w 1 IAV (2)TR2520 (2)TR2520 ABOVE I ABOVE R1 I� m L: � "I®' L l \ REMOVE EX RIOR WALL A5 SHOWN ND REPLACE I .HITH FLUSH L RE:MED BES`,"' - EN&I N =' R'S DRAA N65 j (IU WF L{) i I� PROPOSEb ADDITIONS ff RENO GLAWSON RESIDENCE 734 FOSTER STREET NORTH ANDOVER, MA. I � y I/2'PWALL - 36" H16H EXISTING FAMILY ROOM q TIONS Di 20' 10' i---------------------� I i 5'�all i i I GONG. SLAB-----` I I I 3-1/2" STEEL LALLY GOL. ON 24"X24"X121 I ( I II GONG. FOOTING I I i I I �, I 10 GONG. FOUNDATION I 10"X 20" CONC,. r=00TiNS I I � I I 4 —611 PROVIDE ACCESS TO I EXISTING BASEMENT I I FROM NEW BASEMENT NOTES: I. REMOVE ALL PARTITIONS INDICATED BY DOTTED LINE. 2. ALL NEW WORK ABUTTING EXISTING SHALL MATCH IN TEXTURE AND APPEARANCE, 3. PATCH FLOORS, WALL5 d CEILINGS WHERE PARTITIONS HAVE BEEN REMOVED 50 THAT SURFACES ARE FLUSH AND CONTINUOUS. 4. PROVIDE ALL SHORING AND TEMPORARY BRACING TO EXISTING STRUCTURE DURING DEMO OPERATIONS TO A55URE THAT IT 15 SUBSTANTIALLY 5UPPORTED. 5. PROVIDE TEMPORARY DU5TPROOF PARTITIONS IN AREAS OF WORK. 5. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND FIELD CONDITIONS. i &' NOTE: BEGIN FOUNDATION 50 THAT NEW CONXTRUCTION CLEAR5 EXISTING WINDOW IN FAMILY ROOM - 6't BASEMENT/FOUNDATION FLAN FROPOSED ADDITIONS $ RENOVATIONS GLANSON RES I DENGE -134 FOSTER STREET NORTH ANDOVER, MA. NOTE: MODEL. NUMBERS 5HOWN FOR HINDOW5 ARE FOR THOSE A5 MANUFACTURED BY ANDERSEN fi I R5T FLOOR FLAN 1/4"=1'-O r -L --- Em PROP05ED PDDITION`� � RENOVPTIONS �05 ER STREET G� \�J NORTH ANDOVER, MA. �i r✓�L%- / i✓�Jt����-. Vim'•, ✓t--1 ;/tet" R O �X r✓�L%- / i✓�Jt����-. Vim'•, ✓t--1 ;/tet" R rn M, PROPOSED ADDITIONS & RENOVATIONS GLAWSON RESIDENCE 734 FOSTER STREET NORTH ANDOVER, MA. V, g0° '� tj N od 43 6 S1 7_ p cj 0 Cl rn 2u r � ti m 11 d z U, N . c tTl t�iz in r I -Di O N 0 O r 2uN � _ z � z z O =i 0 A cu � r � 16 z r 0 PROPOSED ADDITIONS a RENOVATIONS GLANSON RESIDENGE 734 FOSTER STREET NORTH ANDOVER, MA. --A 2X10 15' BEAM r-017, GATHEDFzAL CEILING - _--------" I g' 5EE ENGIN E I p51-WG5.--- 2X10 ROOF RAFTER' MOVE FXI5TINO EXTERIOR WALL AND IN5TALL NEW BEAM - 5EE ENOINEER'5 DWGS. ROOOF FRAIA NO / r EXISTING FAMILY ROOM ROOF BELOW IONS � R�NO�r�TIONS PRO�'05F_[_ IIT NGS GL�1^ISON R�5117� 734 F=05TERE �E�''tP`• h4oRTH ANDo\l f PROPOSED ADDITIONS RENO�T I ONS GL,6HSON RESIDENCE 754 F05TER STREET NORTH ANDOVER, MA.