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Miscellaneous - 405 JOHNSON STREET 4/30/2018
405 JOHNSON STREET 210/098.A-0002-0000.0 Date....�..J-.oj.......... r NORTH °tt"`°:•�"� TOWN OF NORTH ANDOVER PERMIT FOR WIRING �7Ss^CMUS� This certifies that ......��..`.., .:'.......: ................................ has permission to perform ... �' '-z � - ......................................... wiring in the building of. ', .e:./............................................. at...y ...: ....- ........ ,North Andover,Mass. Fee�. .. Lic. -......,Y y!��r.� ! -�!!.•.1... ELECTRICAL INSPECTf • Check # � 9�/ i Commonwealth of Massachusetts Official Use Only � rmit No. �!3 �U Department of Fire Services Pe -SY Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 9/05] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: Z— 7. — Q G City or Town of: I,A Ue.(Z—._To theIn pector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street& Number) Q j ppb 5 Owner or Tenant A c( :2-7, i n C.t, Telephone No. Owner's Address Is this permit in conjunction with a building permit? Yes 9 No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps /�_O/ ZYQVolts Overhead Undgrd❑ No.of Meters New Service 2 0 O Amps , 2 O/ Z-Lf Ovoits Overhead Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: W Ee-, it Cllr �4lZ1Ac0, _. 00A, 1 20© Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans No.o Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires 7 Swimming Pool Above ❑ In- ❑ o.o Emergency Lighting rnd. rnd. Batter 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. Total No.of Alerting Devices Tons No.of Waste Disposers Heat Pum Number Tons K No.oSelf-Contained Totals Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent No.of Water KW No.o No.o Data Wiring: Heaters Signs Ballasts No.of Devices or E uivalent No. Hydromassage Bathtubs No.of Motors Total HP elecommunicationsWiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired, or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: 7- 2. )-0(p Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such cove ge is in force,and has exhibited proof of same tolhe perm issuing office. CHECK ONE: INSURANCE LV BOND ❑ OTHER ❑ (Specify:) P�� s�7�-j I certify,under lite a'ns and pe allies of perjury,that thenformation on this application is true and complete. / FIRM NAME: y) e '� �(� lLIC. NO.: 7 C i Licensee: d Signature C. NO.: 72, L-' (If applicable,enter "exempt"in the license number line.) Bus.Tel. No.:W 7V Y 2 9-1/4 Address: — aye, J1afI?f�(� (9 30 7 Alt.Tel. No. *Security System Contractor License required for this work; if applicable,enter the license number here: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE. $ a L. —�-��fff l � � a 's�'N 1�' naQ -I.�.M Date......... .�.. �...... NOR71{ "° TOWN OF NORTH ANDOVER 3? ,� _.,..._• 0 p PERMIT FOR WIRING �c° .r`• a 3 CNUS� This certifies that . ........... . ........................................ has permission to perform .......... .... . -��/1l/��EPstGL wiring in the building of N4FZ?1,w1 I ........................................ W-s– ,.Tzhrv5e-,v 5 r— ,North Andover,Mass. Fee.............�S^ =- Lic.No.!Cl L 7 M2....... ... ...... ....... .... ..... .. ..... ELECTRICAL INS Check # 36 22 J 1� Commonwealth of Massachusetts Official Use Only w Department of Fire Services Permit rr°.—�y BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked r" [Rev. 1/071 (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(M C) 527 CMR 12.00 (PLEASE PRINTW INK OR TYPE ALL INF0JU"T10A9 Date: D City or Town of: NORTH ANDOVER _ To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) V Owner or Tenant Pei 6 Telephone No. 1 �- 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 303 Amps 1)J / �4J Volts Overhead Ey" Und d �' ❑ No.of Meters New Service Amps. / Volts Overhead❑ Und d � ❑ No.of Meters Number of Feeders and.Ampacity Location and Nature of Proposed Electrical Work: ul r 0� YJ 6v 0"?. CAW.Aiet Completion of the ollowin table may be waived the Inspector of Wires. i No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans o.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above In- o.o mergency ig g d• ❑ d. ❑ Batte Units -- No.of Receptacle Outlets No.of Oil Burners B e ALARMS 7v" of Zones No.of Switches No.of Gas Burners No.of Detection and InitiatinTotal Devices No.of Ranges No.of Air Coni. Tons No.of Alerting Devices No.of Waste Disposers eat Pump Number To"ns KW o.of elf-Contained " " "'"`-". Detection/Alertin Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal Connection ❑ Other ` No.of Dryers Heating Appliances KW Security Systems:* No.of Water No.of Devices or E uivalent No KW .of No.of Heat Data ata Whin Signs Ballasts g' No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: 00 Attach additional detail if desired,or as required by the Inspector o Wires. Estimated Value of le cal Work: /.SJ, P 1 (When required by municipal policy Work to Start �1 /J Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE CO RAGE: 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 E] OTHER E] (Specify:) I certify,under the pains and penalties of perjury,that the inform ' n on this ap anon is true and complete. FIRM NAME: Licensee: S LIC.NO.: Ut' Signature LIC.NO A6 7 a,2 (If applicable,enter "exem in the license ymber line.) Address: Bus.TeL No.: �!•J) *Per M.G.L c. 147,s.57-61,security work requires Deparfinent of Public Safety"S"License: AIL Tel.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the Iiabilityinsurancelcoverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one) ❑owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ The Commonwe¢ith of Massachusetts Department o f Industrial Accidents Office ofInvestigations ' IV 600 Washinwn Street BOSton, M4 02111 www.massgor1alta Workers' Compensation Insurance Affidavit: Builders/Contractors/Electrician nformation s/Plumbers Aoolicant I t Please Print Legibly Name (Business/oryanization/Indivi dual): Address: City/Sate/Zip: Phone#: Are you an employer?Cheek the appropriate box: 1•❑ I am a employer with 4• ❑ I am a TyE f project(requiredJ: general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑Remodeling ship and have no employees These sub—contractors have working for me in any capacity. workers' comp.insurance. 8. ❑Demolition [No workers' comp. insurance 5. ❑ We are a corporation and its 9. ❑Building addition �.❑ required.] officers have exercised their 10•❑Electrical repairs or additions I am a homeowner doing all work right of e ► _ Xemption per MGL 11.7Plumbing repairs or additions Myself [No workers'comp, c. 152,§1(4);and we have no insurance required.] t employees. [No workers' 12•❑Roof repairs comp.insurance required.] 13•7 Other i--aY=^plicYat Lhs:--he ks.box=1 .ust sIsv uu occ me se ti^^eeeca s^e�^__ .;'—workers.' FIomeowners who submit this affidavit indicating aro do „ " com^�^ y....::. ^.^Y��eJ ." ...rr.�.:L c fie; - mg a. word and the hire outside coa�acto gust submit a new affidavit indi afin;such. !Contractors that-—this box must attached an additional sheet showing the name of the sub-contractors and their workers'conn.policy icatmauon. info I am an employer that is providing workers'compensation insurance for my information employees Below is the policy and job site Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section.'5A of c. 152 can lead to the imposition one u to$1.500.0of p 0 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK O�RDgZ hand oes le of up to$250.00 a day against the violator. Be advised that a copy o f statement maybe forwarded to the.Office a Investigations of the DIA for insurance coverage verification I do hereby certify under the pains and penalties o.fP I er u ry that the information provided above is true and correct Si�aturP• _. Date.:.__ _.._. Phone#: FBoard use onht Do not write in this area, to be completed by ch),or town offecral Tows PermitUcense# uthority(circle one): of Health 2.Building Department 3. Citv/Town Clerk 4.Electrical Inspector 5.Plumbi¢g Inspector Person: Phone#: 9014-01 Date. .'7.`{. . „oR'N TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING y 'O+A r.° ,SSACMUS� This certifies that . . . . . . . . . . . . . . . . . . . . . . . has permission to perform . 1.� ` �,�!' '. . . LL T . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . . . . . at . . S� , North Andover, Mass.v. . . . . . . . . Fee.N.. . . . .Lic. No. e' J 3 . . . . . . .AZ;- . . . . . . 4. . . . PLUMBING INSPECT `Check # ��Z' MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING kiCity/Town• 4 ,MA. Date: �4::*ffrmit# Building f Location: Owners Nam s s Type of Occupancy: Commercial❑ Educational❑ Industrial❑ Institutional❑ Residential New:❑ Alteration:❑ Renovation:❑ Replacement:QPlans Submitted: Yes❑ No❑ FIXTURES DEDICATED SYSTEMS z z U > Z >' V H m Z of OC Z 9 Y Q a Z W � 2 4A Z 3. of = h 5 CC z-W N i W Z ; Y Vf C7 OJ a a �_ Q a W v► ►- s it * z 'n v ii u. x ,,, 3 O Q H Q Lu W W Z Vf w " F 3 O 0 3 x Z ;Q 3 a Y Z vxi t- t- X o ,n ,a Q a & H o o o = a oc a a a a 3 a m m 'c cL& x x g g cc 4' ►- 3 3 3 0 SUB BSMT. BASEMENT 1sT FLOOR 2nD FLOOR } 3RD FLOOR e FLOOR 5 FLOOR 6 FLOOR 7 FLOOR 8 FLOOR Check One Only Certificate# Installing Company Name: AW (P-e rporation Address: City/Town: State: ❑Partnership Business Tel&03r�3(,6-7`' Fax: ❑Firm/Company Name of Licensed Plumber: M M a6� INSURANCE COVERAGE: ,--, I have a current liabilityinsurance policy or its substantial equivalent which meets the requirements of MGL.Ch.142 Yes QAfo, ❑ If you have checked)es,please indicate the type of coverage by checking the appropriate box below. A liability insurance policy Imo" Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE:WAP/ER:l am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Cha ter 142 of the General La By Type of License: • Title E]Plumber S ature of License umber Master 4*7;g/3 5 City/Town ❑Journeyman License Number: APPROVED OFFICE USE ONLY) I Location -A Nij. 1 Date hORTh TOWN OF NORTH ANDOVER O:t� o ,•,tiO 9 Certificate of Occupancy $ CMUS Building/Frame Permit Fee $ Foundation Permit Fee $ Z Other Permit Fee $ TOTAL $ Check # Building Inspector , TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING r 1 e 1 BUILDING PERMIT NUMBER: DATE ISSUED: W SIGNATURE: /UC Building Commissioner/I for of BuildingsDate Z SECTION 1-SITE INFORMATION o 1.1 Property Address: 1.2 Assessors Map and Parcel Number: �—k L-),�— j—,_ C49 A— (9,1 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: � 1 k,�, -u c �Sy Zoning District Pr *sed Use Lot Ale.(.16 Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 3v LW 30 1.7 Water Supply M.GL.C.40.t54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public Private 0 Zone Outside Flood Zone Municipal On Site Disposal System ❑ J SECTI N 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT M 11.Owner of Record (Print) Address for Service i (� U Z 1uv, $ignatVre Telephone O 2.2 Owner of Record: Name Print Address for Service: z 1 M Signature Telephone 90 SI CTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ r— ( _ Licensed Construction Supervisor: � h Lj,j(J L"-L- ?-l/ �j License Number mn Aldaress !/ 001 / _ b L L -f 3-3� Expiration Date ic mamav Signature Telephone 3.2 Registered Horne Improvement Contractor Not Applicable ❑ Company Name . M Regist aU,n Number dress n _Z_ 3 Expiration Date /1 Signature Telephone CJI SECTION 4;WORKERS COMPENSATION(NLG.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......0 No..... SECTION 5 Description of Proposed Work check all applicable) New Construction ❑ Existing Building 0 Repair(s) ❑ Alterations(s) ❑ Addition Accessory Bldg. ❑ Demolition 0 Other 0 Specify Brief Description of Proposed Work: r SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be ,.OFFICIAL-USE'ONLY Completed by permit applicant EZ� 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of 0" 00 C Construction 3 Plumbing Building Permit fee(e)X(b) 4 Mechanical HVAC 5 Fire Protection / 6 Total 1+2+3+4+5 b DU a 1 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property author' w to act on y ;in al iatfes rel ive tow k uthorized by this building permit app cat 1 j bT— <11ature of weer Date SECTION 7b OWNER/AUTHORIZIED AGENT DECLARATION I, \�`w 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 Pr, a e U I Si ature of Owner/A ent Date NO.OF STORIES L— SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS Z,x (� 1 2 3 SPAN I Li DM ENSIONS OF SILLS 2x DIMENSIONS OF POSTS I Z c. DINIENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND Q.S IS BUILDING CONNECTED 1'0 NATURAL GAS LINE Fjo Town of North Andover tAORTH o �tteo ,6q�'O ? e°:�' " ° oL Building Department o 27 Charles Street North Andover, Massachusetts 01845 4 (978) 688-9545 Fax (978) 688-9542 �' `°"C.".9 ��SSAt HUS���� DEBRIS DISPOSAL FORM In accordance with the provisions of MGL c 40 s 54, and a condition of Building permit,# the debris resulting from the work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL cl 1, sl 56a. The debris will be disposed of in/at: ff n Faci ity locatio , Signature of Applicant � � 31 y1 Date f NOTE: A demolition permit from the Town of North Andover must be obtained for this ' project through the Office of the Building Inspector. ' IIIC l�VllllllVIIVVGOIIII UI IVIC100UWIU0VLLJ Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 . Workers'Compensation Insurance Affidavit Please Print Name: LQ . Location- 16 �- ✓-I city �J: n'�il,�.�. u l 4 Phone 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. Conran name: Address City: `^ 6d=. Phone 3.3 Insurance Co. Policy# 1`'1 L) w p10 q Company name - Address City: Phone# Insurance Co Policy# Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties 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($100.00)a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. do herby ce nde 'the peirfs endpenalties of perjury that the information provided above is Eve and correct Signature W'� Date U U Print name �Z.. ^� 1 t~ Phone# 10 Official use only do not write in this area to be completed by city or town official' Building Dept []Check if immediate response is required Building Dept [] licensing Board E] Selectman's Office Contact person._ Phone A [] Health Department 0 Other FORM WORKMAN'S coMPENSATION 1 n G101w i, (1LAA ` i 1i1► /l Y� • • � 1 u, .92 awA. l ��. 7?6 COMMON STUET,t.AW11CNCF;MA JOHN }—t.. OI• V ....) F Rl.r,_ E 1 TREPI,ONF68;1.5671 NUIE, 1111b 16 NUI A$III1VkY ANU 51111tH U lft UEtll I Wt MU11►GAGtS pUliPU6E5 Ulu V 00 NUT USE QfFSE13 FOI19STA61.15111H01 U1(INES.F011 111E mc, e 11 ON OF FENCES Oil CONSTIIUC110N PURPOSES IF 911111,E)INGS 616OWN ttS6 MAN ONI.FOOT 1110M 111E 80UNDAAV tINE6,11 IS AOV16 SUi1VFY 10 V6411 Y Tfitst MEA(UIUM01S kD 10 MAKE I NtOLDV CE 1tI1f Y IIIAI I HAVE EXAMilaO SIZE 1-141 u16C6,AND AI t UUIt(JINGS.EASRMELi1S AND ENCROACHMENTS AAS oC DOM ON TO It GROUND AS SNGWN I FUIIIIIIH (114111V 111A1 111k IIt111OHIG6 C)NFO111AEU 10 TOM ZONING IAW11 AND AMENDMENTS OF y{0, � wilt�-0014 ►U1111411t CEH11fY IIIAI 11115 PHOPEII1fY 1S�ItY(IOCATEU IN TIIE ESTANIVIk'O FLOOD HAZARD AREA C,(())M:'P .�i1C1�t D JI0 Q 'BUYER s ('U 'fl11': �) GA`T EiTGRN MORTQAGe CO. or BOOK: 735AND ITTLE 111SURERS�r, LEW1S $89RT MOGAGE INSPECTION PLAN HOLZMAN ..Jq,75_.__. LOCATED No.7817 DEAN NO. _ SCALE: 50 O 405 UON_1 i soi- s*f Ke m,'r ho. kmoy5R s 16 fat. tJSi-1)1'011 MORIGA(,F. f'011PpBCS ONLY y. r - • � fir` NORTH Town of V" No. y C2 1-01 CPO COCHICM w o dower, Mass., ADRATED BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System PBUILDING INSPECTOR THISCERTIFIES THAT.......k... /�.........,��..Z.Z.....N./�........................................................................ Foundation has permission to erect.. #."0;4./........ buildings on .........AIVX..... Q...AA0 40A�....4, f• Rough to be occupied as................... �� ....... 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-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. M of S Y4 P PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STS ELECTRICAL INSPECTOR C Ro � ...... .,A ... ......... .. ................... 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. t w EXISTING PROPOSED -- --- -- - ---- --- --- -- -- -- ---- -- - - ---- ---- - --- ---- ---- - ----- ------ - ----- -- - - ----- - - --- - - - - - --- - --- -- -- - ----- --- ---- -- -- - - --- ----- -_- _---_-_-` -_ _ - - --__- - ----- --- - - -- - - - - --- -- - ---- - -- - --- - ---- ----- - -- ----- - --_ __ —_ __ _` -- _ - -__ __ __ _ - - __ ___ _---- _ - - - -- - - -- - - - -- ASPHALT SHINGLE ______-_=_______________-____ t FFALEXANDRA PLANS FOR & PETER MEZZINA 405 JOHNSON STREET NORTH ANDOVER, MA, RO F BLU (EXISTING) SCALE�AS NOTED DATE► 7/14/OD RELOCATE EXISTING EQUAL EQUAL BATHROOM WINDOW Q NEW D13UBLE HUNG WINDOWS (TOTAL 5) REMOVE EXISTING DOOR. TO MATCH EXISTING Of FILL-IN QPTO MATCH EXISTING M NG EXH. BATH F WI OW RELOCATE EXISTING BEDROOM EXISTING BATHROOM REMOVE EXISTING DOOR F Xj'URES TQ R M4A PATCH WALL TO MATCH EXISIING WALL x,z� SLIDING OR (EXISTING) MASTER - (EXISTING) t BEDROOMIt qr I I (NEW) tu NEW 2'-6` DOOR I I TQM ISTIN REMOVE EXISTING WALL R P (EXISTING) NEW WALL TO 5' BIFOLD DOOR 5' DIFOLD DOOR MATCH EXISTIN c LAUNDRY " SHELF AND PALE BATH (EXISTING) (EXISTING) (EXISTING) w 131-IDI + - r oe . a n> EXISTING RQOF 2NDFL2 SECOND FLOOR PLAN TO REMAIN EXISTING PROPOSED SCALE, 1/4' = 1'-0' ' NEW DOUBLE HUNG WINDOWS TO R VEN NEW RAKE TRIM DETAIL MATCH E TO MATCHEXISTINP OUTLINE OF EXISTING DWELLING BEYOND SIDING TO MATCH ( STI GU T NEW EAVE DETAILS -TO M6TCH .EXISTING CORNER TRIM \ DETAILS TO M6TCH EXISTING EXISTING SUNROOM REMAINTO .__., w W 0 a C3 a a sma K3 Q x w FINISH GRADE EXISTING WINDOW R ODM ST UCTUREXISTI EXISTINGDC]OR TO R M N - ./ PLANS FOR rANDRA & PETER MEZZINA EXISTING FOUNDATION 405 JOHNSON STREET T2 RIGHTELEV2 IN NORTH ANDOVER, MA. SCALElAS NOTED DATE, 7/14!00 RIGHT ELEVATION SCALES 1/41 = 1'-0' - s • - RDGEVN' PROPOSED EXISTING - --- -- -- ----- ---- - --- ---- - --- - --- - ---- --- ASPHALT SHINGLES --- - _-_-_- --_--_-_---_- _---__-_----_- {-- -_-_-------- _ OUTLINE OF EXISTING _____ _ _ __ -{- - _ WALLJR ]f TR UR __TO MATCH =_ -- --- -- ---------- - --- - - __ _ -- -------------------------___ , _ - - ____ _ __ - _ --- - -------- --- --- ------- ---- - _ _ _ _NEW DOUBLE HUNG WINDOWS TO - - MATCH EXIS r G 001 RELOCATED BATHROOM SIDING TO .000" WIN MATCH EXISTING. REFLASH EXISTING SUNROOM ROOF STRUCTURE TO NEW FINISH 2ND FLOOR CORNER TRIM TO MATCH EXISTING, EXISTING KITCHEN WIND Tn R N EXISTING WINDOW TO MIN FINISH IST FLOUR REARELEV2 PLANS FOR Is F N AT ALEXANDRA & PETER MEZZINA 405 JOHNSON STREET NORTH ANDOVER, MA, SCALEiAS NOTED DATE, 7/14/00 REAR ELEVATION SCALEi 1/4' = 1'-0' 2 X 8 AT O.C. ASPHALT SHINGLES GE VENT TYPICAL CROSS SECTION BEAMS TO MATCH EXISTING SCALEt 1/4' = I'-0' MICROLAM LVL 2 X 4 A ' il.C. 2 - 1 3/4' X 11 7/8' 4SUPPORT ROOF LOAD "` .. R-38 FIBERGLAS" EAVES DETAILi MATCH EXISTING INS ATI CONTINUOUS SOFFIT VENT �9QE .--'"` METAL DRIP EDGE --''` ICE/WATER SHIELD OUTLINE OF EXISTING � J FASCIA & SOFFIT TO MATCH EXISTING _DWELLING BEYOND /�~ r- ~"'�^ TYPICAL EXTERIOR WALL, SIDING TO MATCH EXISTING BUILDING/2NG ' CDX PLYWOOD WALL SHEATHING ' —7t 2 X 4 AT 16' O.C. F FLASHING 1/2' GWB ON } ` �tt f R-13 FIBERGLAS INSULATION 1 ' C ' t ! POLY VAPOR BARRIER BEAM, + C MICROLAM LVL REMOVE EXISTING GARAGE 1 3/4' X 4 lief. ROOF STRUCTURE THIS AREA �-- -- --j REMOVE EXISTING DOOR & SIN T 6' O.C. WINDOW OPENINGS, EXISTING GARAGE ROOF 1 ` `� - FINISH 2ND FLOOR STRUCTURE TO REMAIN AT THIS LOCAJIDN REMOVE EXISTING ROOF MEMBRANE & ROOF DECKING INSTALL NEW 3/4' T&G FIR PLYWOOD PLYWOOD-NAIL & GLUE EXISTING BEAM EXISTING OVERHEAD DOOR NEW 5/8' TYPE X GWB AT ALL CEILING & WALL ABUTTING LIVING AREAS FINISH IST FLOOR EXISTING FEMDAT112NS i rti PLANS FOR ter• •N rrALEXANDRA & PETER MEZZINA 405 JOHNSON STREET NORTH ANDOVER, MA, SCAMAS NOTED DATES 7/14/00 NO r U % Date/r. ........ .........1... f NORTH 1 :;•t `` "�O� TOWN OF NORTH ANDOVER o PERMIT FOR WIRING Myo rd ♦ SSACHUS� Thiscertifies that .......................................:........................................................ has permission to perform ............................................................................... wiringin the building of....................... ....................:...................................... at.......................................'.....:............................... ,North Andover,Mass. Fee..................... Lic.No............. ............... .......... ..... ................... ELECTRICAL Ilmspw m Check # - WHITE:Applicant CANARY:Building Dept. PINK:Treasurer Q t otttce rse aty The Commonwealth of Massachusetts Pasta hr.. Deyarirnent of Nbi/e Sofdy otsw.ACr.a Ise Owetr BOARD OF FIRE PREVENTION MCU MONS 5V CMR 1200 -3/90 pNre �t.�aj APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK NI wont to M performed 4t aaotdanet wit!►ti►t Maasaehwetq Eledtkal Code.al CMR 12:00 (PLEASE YNT IH nzx OK TZPB ALL TNF'ORZidT10N� Date �/O B.I City or Towh of N,00--r1+ To the Inspector of Wiress The undersigned applies for a permit-to perform the electiieal work described below. Location (street S Nusber) y� 'S�ttA)S o t.) STjeF6 % Owner or Tenant PE l F rYA A 2- Owner's Address Is this pesstt in conjunction with a building permits Yes ❑ No (Check Appropriate Sox) Purpose of Building Utility Authoritation We Existing Service hsps / VO:.ts Overhead ❑ Undtrd❑ No. of !eters New Service Am Voltaaerheid ❑ Undgrd❑ No. of,meters N=btr of Feeders and Ampacity ' Locatioa and Nature of Proposed Electrical Work _PICW OC 0'CtJkKC-& No. of Lighting OutletsNo. of Not Tube No. of Transformers KA No. of Lighting Fixtures Swimming Pool grnvd. ❑jWd, ❑ Generators, 1CYA No. of Recept;ele Outlets No. of Oil Burners No. of Einer ency Lighting Batte Uni a 06. of Switchlbutlets No. of Cas BurnFA" FIRS ALA1i?fS Noe of Zones Total 16. of Detection and No. of Ranges No. of Air C004. tons Initiating A,vices No of Disposals est' Total Total, po No. of No. of Sounding Devices s g No. of ]A*Whirs Space/Area Heating XW No. of Self Contained Dstoetion Sounding DevicesKmWal No. of Dryers I( Heating Devican XW Local❑Con en ction❑Other No. of No. Of Water Re#tern KWg Itallasts �Voltage ivit No. hydro Massage Tubs No. of Motors Total HP OTtiFR: • INSURANCE COKER M Pursuant to the requirements of Massachusetts Cenral Lava r I have a current UsbULq Insurance Policy including Completed Operations Coverage or its substantial equivalent.• YES❑ NO U I have suVaitted valid proof of game to this office. YES NO[3If you have checked YES, please iadicAt the type of coverage by checking the appropriata box. INSURUCS ❑ SOND❑ ynrni❑ (please Specify) p rat on VaRT Estiaated Yalus of Electrical Work $ Work to Start 0 Inspection Date Raquestedt Rough Signed eL.4er the panalties of perjuryr FIRN KQM III• 11W A c .40L) 611-- cd LIC. NO. al Licensee_ b'-(e Pf/t�} (rw�BL4 Signature LIC. WA_ Address / l el tM A/N Sr TE v1t56 vee G A U Bus. 1010, Moo • nue Tele No. M t'S USU UCS WAIVERS I an aware'thai the Licensee does of haw 'the insutaacs cover&$* or s.su - ataatLl equivalent as required by Massachusetts General ws, as at BY isehature on this peinsit application waives this requirement. Owner' Agent (please check one) y Telephone No. • PERNIt n4 S_.__..�..__ Signature 07,Nner or Assn. Location LJb U#Nsy S7, y No. ��n Date NORT1y TOWN OF NORTH ANDOVER ! Ot�t.ao 0? �� a Certificate of Occupancy $ _ Building/Frame Permit Fee $ Z Foundation Permit Fee $ sACMUs .. Other Permit Fee $ Sewer Connection Fee $ o a� Water Connection Fee $ TOTAL $ G�. 4 r j Building Inspector I 9754 Div. Public Works i V PE533tIT "T�1. ` APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP h-40. LOT NO. 2 RECORD OF OWNERSHIP (DATE BOOK PAGE ZONE SUB DIV. LOT NO. r I,C� 6 a7 Q bt I 3 S ISS 9 LOCATION l j — ,4 S PURPOSE OF BUILDING OWNER'S NAME �/ a& - /• ckf\I C rCAAkA a NO. OF STORIES 07-1z '�7- ,z SIZE C OWNER'S ADDRESS O -,J-0���'� S: BASEMENT OR SLAB ARCHITECT'S NAME J SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME !% +J�/Ld ! SPAN DISTANCE TO NEAREST BUILDING �-y.,, r DIMENSIONS OF SILLS -fir ,i r✓ —__ DISTANCE FROM STREET Q y C •' POSTS DISTANCE FROM LOT LINES—SIDES O REAR /LZ/ •• GIRDERS J AREA OF LOTc/5- 0 e0 FRONTAGE%C-�. HEIGHT OF FOUNDATION �j /' THICKNESS IS BUILDING NEW J SIZE OF FOOTINGX c' li IS BUILDING ADDITION ' JrC MATERIAL OF CHIMNEY Gc�/s✓ IS BUILDING ALTERATION J IS BUILDING ON SOLID OR FILLED LAND Vi ILL BUILDING CONFORM TO REQUIREMENTS OF CODE ��n IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY —J IS BUILDING CONNECTED TO TOWN SEWER Pj5 IS BUILDING CONNECTED TO NATURAL GAS LINE NQ INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FTC./ J PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR 4 a' DATE FILED r ? (O BUILDING INSP[CTOII SIGNATURE OF OWKo OR AUTHORIZED AGENT FEE OWNER TEL.# PERMIT GRANTED CONTR.TEL.#19 ��/ CONTR.LIC.# H.I.C.# BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY SiOR1ES, THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY _ OFFICES _ LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE B 1 2 13 CONCRETE BL'K. PINE BRICK OR STONE HARDW D —— —— PIERS PLASTER _ DRY VJALL _ _ _ UNFIN. 3 BASEMENT 11 AREA FULL FIN. B'M'T' AREA _ 114 1/2 '/, FIN. ATTIC AREA _ NO BMT FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH _ ASPHALT SIDING HARDVJ'D ASBESTOS SIDING COMMON VERT. SIDING ASPH. TILE _ STUCCO ON MASONRY _ STUCCO ON FRAME BRICK ON MASONRY ATTIC STIRS. & FLOOR I_ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR I IPOOR _ ADEQUATE NONE 5 ROOF 10 PLUMBING GABLEHIP BATH 13 FIX.) _ GAMBREL MANSARD TOILET RM. (2 FIX.) 'Q FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. &COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT H ATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 13rd NO HEATING i FORM U - VERIFICATION FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ******************.Applicant fills out this section*************p**** APPLICANT: Ph 6 one LOCATION: Assessor's Map Number Parcel Subdivision Lot(s) Street �0 5 O VN-, St. Number 1/0 J ************************Official Use Only************************ RECOMMENDA ION O TOWN AGENTS: �12311�Com''4 Date Approved Conservation Administrator Date Rejected Comments Ct n al p .4`Z /mac A r-e� Date Approved 5-11 Q Town Planner Date Rejected Comments i'Yl� (1Lr? c�ll� [A �� (4 n' cad O'(.eLl.�c�l DAA C rn Cew) n ,,, ' Vel A:"A Date Approved Food Inspe�cto�r-Health Date Rejected Date Approved peptic Inspector-Health Date Rejected Comments Public Works - sewer/water connections - driveway permit Fire Department Received by Building Inspector Date ,- , t fl N H jQ I f .. t• f M Et1AWLE L .P..•J;.. 1 _r 146 f I � Y D ;y I - 1('-4' %9'-4- D3 92 sq. ft. ` _ Irtl!'i SE Ac: t)C.'. t 1 IIJIt II'b r b tf 4! A S• III t I A N� ae,l..l,. b t ,..t 1 10'.1.4 .,•• • 1ttI .IiJI. , UV 1i t�aE carr 5It tVU Let A61,SN , �� t'Ic 11(J tl (1f rt'flf .!;h.'.,'.1111!'f ♦'.i nY'•.515 .f 1.,.,! t(.4 ",1 Lt1,...CJ:.' 1 •... .1.. !J MAt4 f 61t,litt It. 11 4t ALU"t Mt lflf II•t111 , .r,tl illAt'k :KAIJINti offtlfu >+S �. ,.At1 ,.,1^11_S EASt Aft 1,1n Al,D Ltt-liJAC�',4j ,Ib A'• I, -f,-1� AS i aliG.t r, „lilt tl ttYtl It t f. Al 1,,k 1!u,, n,t.I L. ,.1 , ✓tv Iv Iii[ 24r1.N�t l..V„/ A010AMf M;mLH11 G1 }t.) �' 'ly;•.fq� n.icif i�.� i &IHO.l:L. IIaoII Lit Ct!11,171 rf'.I I IUS..It C,'tr.I I 'N .Mill IN ill[ f91A©tl► I LL•FI00J iiAxAhD An[A "J1't`S'A�fl :X /�'.���4'f , 13uYkN Co t,�'!'._ �T I f,t! �;�Ca�� C, �KOr , fit)OK M014GAGE INSPECTION PLAN y N AN NO .34' 5 1 k-C:A I F1) r(L(01 'Jr Ot1,i�aU i l A(r J � t � Andover North Andover, Mass., 19 -Alf B UILD 3OARD OF HEALTFood/Kitchen Septic System i r -DILDING IN,cPECTOR • TFi!S 1 ;, . ... F .. 11-.1 . � ........................................... ....... � i- undauon rnas .; � 1�' ..� �!",.. ,i gsS.......tC J�l......,5.7;....... Rough IZ7 ,d / to be : ai l / �.�..6 v f'7 ��1.1..1...� ..................................... Chimney or.yi�, a pt-1's0:1 4. )tine sl„- in va !,arm 'o ;.he terns :he applicat'on on file in this o,lic to lna orov: , ,is Cc--as an," ;y- .av� �.; In,oRction, Alt^raticn and Construction of Final 1300-:. .nJi" Ovt of ;r: t (,.: PLUMBING INSPECTOR VIOLA'ION t;t the Zoning or Buildin-.; hagulations '. oids tnis Permit. Rough Final EL':CTRICAL INSPECTOR Rough ... . ` .. .............. Service UILDING INSPECTOR sinal GAS iNSPE.^_,TOR Rough L.S; :1y i.s a 1' ;nse,clJ1ous FJeJ U VIC lflises — Do Not Remove Final Pa at'ing or D y V a : " Be Dane FIRE DEPARTMENT Jntl r~:� 2::tz " -1,.d App c :e °r '3nildi ig Inspoctor. Turner Street No. Smoke Det. sP- - @@ �� C ONS, ERVATORIES �-IART_FOR.D �. -� ` � i L u� t Y / '�'s til'x6d}.t� yR .IL �'.L�. ! ✓ ' i. � �-44 Im - x. ¢ �t� 4a rt t �� � `- .:v�m.•�s>.=s�a ��(/� 2%m �� 't 7 � -' ,w_ •.« f A Al � 1 •c. --� � .-�-a�� ti1J•'.-... � 'f�Q. ;'°..'tF'-"'3"i' -- "3'�y+ i�r .�.;`�#"�*`LC�x :� -�.# r-4�>- _ �� � _ _ 4 '..t kb•r�,�\��y���Ij-�. 5�''F��I�� �_ �nd �{ f:� �,(,++,-_i 4:.n.k-55 3 fl fS wr^s.. Edi -� ♦. � ..11+7• �. C��/•,._1 �, - n r� �Vvt--.. ate--"" , F"3' vFa y'. IV it s x � ``+j��tt� hid -� -�' s -R a�� / � ,p• ¢`�, -`' y��Ki±/Q� .f.t A*�'. Iii .! ? ✓�j��4'f��<: d� �(Z'�•-'(•Oil-I A, _ L 4 .. _ 2 ::�J�' �^'�.7i"r' � Rooms of Distinction gill =mm HARTFORD " CONSERVATORIES,INC. o • • A IS AN ELEGANT, NUMEROUS DESIGN FEATURES .ally developed in England as an There's a size to match your space needs Spring,Summer,Winter and Fall, t link between house and garden, and a price to match your budget Hartford Conservatories are designed to nservatories are a practical and ranging from our smallest units,which be enjoyed year-round and to withstand ful way to increase your living are designed as a practical entryway or the harshest weather conditions. year round.Hartford draws on mudroom,to our extremely versatile )f experience in the design and and spacious family room sized units. acture of conservatories. Our conservatories are lieve our conservatories are 0'—Finial kit available in many different price i to none. for The Victorian ranges,depending on the size,style, Triple walled polycarbonate and options you select. roof panels are available ina You can expect to pay the outdoors into opal,bronze and �I PVC gutters are far less for a conservatory Lome.The choice natural. standard. than it would cost you to rs.It's your construct a similar sized ast room, your -- conventional addition HIM room,your to your home. room,your �y Our conservato-ries office or your ' I provide an e1ec ars` room.It can Etched glass ! �° yet practical way thing you 8 I to enhance 'the t to be. e flexibility and value - of your property. mservatories ' eg �, Select the Hartford signed to give you --� l-!. lum pleasure with _. _ design which best suits Lum effort.Designed k y '- -- the architecture of your n emphasis on = _ _,'l home:the classical Victorian or the more ility,safety and style.. _— -- e carefully selected Your Knee wall contemporary Windsor. ,00ds,stress graded and ?ated with a base coat. THE VICTORIAN nets come complete with safety For year round pleasure your heating options are simply an extension of your red,dual pane,insulated glass home system.The same principles apply Our conservatories are specially !eyed to withstand severe snow Standard features include: a severe with air conditioning.A plumbing ind conditions and independent weather rated glazing system;safety professional or qualified installer can )nsulting engineers have certified tempered,dual pane,insulated glass suggest alternative systems or Ley exceed national building code units for all panels and doors; and triple modifications and you may also want to ements in almost all areas of the walled polycarbonate roofing for consider the conservatory's orientation S 1 States. strength and insulation. to the sun. 1 OPTIONS ill height panel with a solid raised wood insert beneath a fixed or opening larger window. ill height panel with a fixed larger window beneath a fixed or opening small top window. stalled on your kneewall,panel has a fixed or opening larger window. Fill stalled on your kneewall,panel has a fixed large window beneath a fixed or opening gall top window. Plain Etched Jows are available in plain or etched glass.Screens are available for all opening windows and doors. Panel P1 RSATILE, AFFORDABLE ADDITION TO YOUR HOME WITH 4D INSTALLATION OPTIONS. ,of panels come in natural,opal or We'll deliver the product to your home Your conservatory can be placed nearly )nze.The wall panels come either full directly from Hartford Conservatories anywhere. A suitable base of some type ight or designed to be installed on within 28 days or less after purchase. is necessary.You may already have a ur specially built kneewall.Windows We will call you to arrange a convenient patio or reinforced deck that can be used ay be fixed or opening.Glass is delivery date soon after your purchase. installation is or otf duo ed tensunsereasy y. ailable in plain or etched styles,either Because our conservatories have been which maybe ordered with Low E or Roos are cern ied to withstand ,w E and argon treatment.Screens are f f certified by U.S.consulting engineers, g severe snow and wind the local permitting ailable for all opening windows and conditions. process often involves ,ors. Panel and roof blinds are _ only providing your ,ailable to ensure your building authority -ivacy. i with our assembly comfortable _ instructions,the ,vironment is aided III '" engineers' report i utilizing specially I and information as to ?veloped solar J, the site and ,veered roof Plain glassL I J type of your >ritilators. foundation or base. :air,or paint your 1 . ; i Our personnel are )nservatory any Y � � available to assist )lor to compliment you and may be ur personal taste. - I contacted directly x., L at(800)963-8700. °o it yourself or select a rofessional installer. No . iajor carpentry is required (A pair of french doors is standard. Full height wall s virtually all parts are pre- Additional pairs are optional. panels ut and ready to assemble. )ualified,professional r` Zstallers,working on THE WINDSOR 1repared ground with a � rew of three can install a conservatory n about three days.If you are doing the For information call our nstallation yourself,plan on taking at Toll Free Customer Service Line east twice as long(if you and your 8 am to 8 pm - seven days a week _ ielpers are handy).We offer training :lasses for do-it-yourselfers and naintain a toll-free customer service line (800) 963-8700 o answer questions: (800)963-8700 D I i I r- T, EVE •:� � h � rr J' I 09 t 17 rl &• !r d .: _` I�' it �,����3�E-3 Y:. 1 � \ •=" _ 11 4 a yI ; ti Ts r �3 ce &Y Elegan Px ldW ° � 11%Iodern Technolo %L V"' ........ ..... ., O w - if adl 6 N�':pmalal lrullrPH m rIn ;;IIII III µ,p!II''i;l'I r rHlldj N I,a I „I a'I 7IJ I L ;W.II�;h,~ ���rNrNl'�Illllllbp�lbrylllll,.!WI ' r; 1 r an Porn �1; 'a •Mmowl ro';M"wQ$ I—Jl I O s 000 � JIi1 I r�r — ,►y eso�t. r �..- ," ;( � �1�� (� O � � o Ln O z U o w •' a *I vim` t�'ice, �`il,�r W Q W oo or. I' d Ln LpG � �. _'t� R I r U 00Oo - Z 'd~I IIII I NI •_ w °� � c� � I I jr IIII I I ,�. olld'+I I I I n I I J4i I�� I � � �' -'-- --- Y'ya r•,w411 � !_':�_ w � b0� µ.� 00 i �y F"I IJI�NkN61rl r I,I I�IIrIIII N' I:I HW�I 'N". O ,�O Y t i "� u � N' N I �yl���illPi� �r� t� ^^"� �F�_car✓ /�r� K�-a �� p d i h::� a k t , � N ,a ✓fie �am�n' �iac�ucaea OME IMPROVEMEi, T CONTRACTORS REGISTRATION oard of Build ng Regulations and Standards One Ashbu, ton Place - Room 1301 Boston , Massachusetts 02108 HOME IMPROVEMENT CONT ACTOR Registration 118509 Expiration 03/28/97 Type - DBA RICHARD .J MADISOI N RICHARD J . MADIS: N 7 WASHINGTON ST GROVELAND MA 018; 4 67 DZPARTKERT OF PUILICERSE CORSTRUCTIOA SUPERVISExpd30006 :X112 Restrict To:u 00 CJ KuISOE A'.11AS}IIRGTOkST GROVELA&D, KA 01834 Tr 7 4k rn Ca C. O I. m 9 p 3 C �/o SILL- 4A /V /LL- /V D D r- �� - - ': go, � 1 I � I ; �SGE r o' f',,;, J it I '` I 1 � 10'-4' X 9•_4• D3 92 sq. 150.0 ' _ _ FOUR SEA SONS':ASSOCIA`gc� i Dd C. L_`C-_._ T alt) COMMON SMEE•T,I AWnrNCE,MA ..) TEL[PHONE G83.5671 t. 1106 16 NUI A S1111vbY A111) StiOtil1)lIL ULEU 1 Un M. IIGAUL S PUNPUSES OHL V 00 NUE WC 0FF61T6 FOil 96TApk161UttG 1.01 110166.F(Nf 111E EnLC- IIUN OF FENCtt Oil CONSTOUCl1Ol!YLIRPUSFS 1 u111101NC,G SIIOwN LESS 114AN ONE FOOT FFIOM 1011 BOUNDAM,,.:.5,11 16 AOVISED TO MAY.: 6111VEY TO VERA Y TfIESE MFALLIIIFMENIS I Nt 40V C1,1111fY TliAl I HAVE EAAunn I) III( PIIF UIS:,L.AND At k 01JUDINGS.EASI 11FN14 AN0 ENCROAr' ' ":18 An JOC 1€P UN TIIE GAOU110 AS S11G',VN IIti1111LNis .)u) I,,... •..k 11U11PI1.111 COOF(MMEU10111E ION,NOfAW1ANDAMENOwullOf .t7. F fj OVSKwifNC014 51110C1tU I IU11111t11 ('III1V MAI I)IIS PHOJ,LIIIV.S 11:J1 "ATfU IN 1111 910" ..ul hOOD 11ATAPO ANSA !„>!i^(°r.L Yrt 'j�:. j OV{0 D BUYER t=RfJ ��^�'iGAG� CO. 1or AND I t I-LE 1NSUREAS LEWIS BOOK: 73.:x___.._.-- H. PAGE: §pg _ MORTGAGE INSPECTION PLAN 110Lzh1AN y LOCATE D NO,7817 PLAN NO,: 3 4 75 1 SCALL; ("=50'-t; 01/t RR M�, ss�Ok4st6 S ' MATE' 10 J'A: ) 1*011 MORTGAGE 11011Vl1SES ON EAd NORTON S. REMMER, P.E. ' CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT 1. SUMMARY OF TEST RESULTS 1. APPLIED UNIFORM ROOF LOAD Applied Roof Load Ma)dmum bad 6.9 kN/m2 144.2 Ibs/sf Uniform bad 6.9 kN/m2 144.2 Ibs/sf 2. WIND UPLIFT FORCES Roof Uplift Test Force Ma)dmum Uniform Pressure 2.2 kN/sm 42.7 Ibstsf 3. AIR LEAKAGE AND WATER PENETRATION The foxed sash and composite panel and the sash panel used in the Hartford Conservatories were tested in accordance with British Standards Institute BS5368 Part 1: 976; Part 2: 1980;and Part 3: 1978,and to BS 6375: 1989 for weather performance[Equivalent to ASTM E 283-91;ASTM E330-90;ASTM E 331-86 and ASTM E 547-86 . l Classified as suitable up to 6.27 psf for air perrreabifity and watertightness. Classified as suitable up to 25 psf for wind resistance. 4. FLAME SPREAD-HARTFORD CONSERVATORIES PLASTIC ROOF GLAZING The polycarbonate triple sldnned roof glazing was tested In accordance with British Standards Institute BS 476: Part 7:1987;Method of Classification of the Surface Spread of Flame of Products[Equivalent to ASTM E-84 and ASTM D635-91].The material has. been classified as Class I in accordance with British Standards Institute Standard BS 476:Part 7, 1987. The material did not ignite during the tests and there was no flame spread. STATEMENT OF CERTIFICATION 1, Norton S. Remmer, P.E., observed the structural tests performed on the HARTFORD Conservatories at Taywood Engineering, London, England, as detailed in this report and hereby verify that the tests were properly performed and the results accurately reported as contained in this report. HARTFORD CONSERVATORIES 1 a NORTON S. REMMER, P.E. CONSULTING ENGINEERS`--- HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT The results of the tests are evidence that the conservatories can satisfy the requirements of the BOCA National Building Code, the Uniform Building Code, the Standard Building Code, the Massachusetts State Building Code and ASCE Minimum Design Loads for Buildings and Other Structures [ ASCE 7-93 ] for structural design capacity with respect to snow loading and wind loading. The results also demonstrate that the conservatories meet the standards of the codes for structural capacity of the plastic glazing and resistance of the roofs to uplift forces. This will certify that based on the results of the testing the conservatories are capable of satisfying the design load requirements for snow and wind as outlined in this report.. ---------------------- -- Norton S. Remmer, P.E. 11 DESCRIPTION OF CONSERVATORIES HARTFORD conservatories are prefabricated structures constructed with a hardwood frame structure,metal fittings and connectors,special triple panel plastic glazed ceiling panels and tempered glass sidewall panels in hardwood frames.The conservatories are designed to be attached to a building along the end wall of the conservatory.The conservatories are usually erected as part of a residential arrangement most commonly being used as an addition to a single dwelling unit. Where the conservatory is intended for any type of use which is not residential it is recommended that the proposed application be reviewed with the local building authority. The Conservatory configurations and dimensions are shown in Append'a 1.The height to the highest part of the Conservatory roof is approximately 10 feet. The conservatories include all of the facilities for normal operation including operable windows and swinging doors. The range of conservatories and their dimensions are shown in Appendbc 1.The Models of Conservatories covered in this report are as follows: HARTFORD CONSERVATORIES Z Rcv9- NORTON S. REMMER, P.E. CONSULTING ENGINEERSHARTFORD CONSERVATORIES TEST AND REGULATORY REPORT VICTORIAN: D1, D2, D3, D4, D5, D6, D7; F1, F2, F3, F4, F5, F6, F7. WINDSOR: 3L4; 4L6, 4L8, 4L10, 4L12; 5L6, 5L8, 5L10, 5L12 W. REGULATORY ISSUES The conservatories are normally attached to a residential structure, usually a single family dwelling.The conservatory is intended to be supported along an end wall in the 'Victorian models 9 rY PPo and along a side wall in the Windsor models which are shed-type structures. In some cases the Windsor models can be attached to and supported on two adjacent perpendicular walls. A series of tests were carried out on actual models to assess the ability of the conservatories to withstand design snow and wind loads in accordance with the United States Model Codes: BOCA National Building Code[published by the Building Officials and Code Administrators International], the Standard Building Code[published by the Southern Building Code Congress International, Inc.],the Uniform Building Code[published by the International Conference of Building Officials],the Massachusetts State Building Code, 780 CMR,5th Edition and ASCE 7-93, Minimum Design Loads for Buildings and other Structures.This report summarizes the results of the tests and provides the information necessary to support an application to erect the conservatory as part of a residential arrangement. The results of the tests are intended to demonstrate that the conservatory construction can comply with the regulatory requirements for most parts of the Continental United States. Areas with exceptional snow loads such as high mountain areas or extreme wind loads may exceed the test loads. The conditions affecting the conservatories in these areas should be reviewed with local authorities. IV. TESTING PROGRAM A series of tests-have been carried out on actual full size production models of the conservatories. The tests were designed to provide information required for regulatory approvals concerning the following: A.) conservatory structural frame capacity B.) plastic glazing structural capacity C.) roof resistance to uplift wind loads In addition,tests have been carried out in Great Britain to evaluate the resistance of the plastic and glass glazed panels to air and water leakage and to evaluate the flammability of the plastic. The air and water penetration tests were carried out in conformance with the British Standards Institute Standards BS5368 Part 1, 1976; Part 2, 1980 and Part 3, 1978 and to 66375,1989 for weather performance.The flame spread in conformance with the British Standards HARTFORD CONSERVATORIES 3 q1 NORTON S. REMMER, P.E. CONSULTING ENGINEERS` '� HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT Institute Standard BS 476: Part 7: 1987. A.) STRUCTURAL FRAME CAPACITY The structure has been designed to support the design snow loads indicated in the report in accordance with the Model Codes including the BOCA National Building Code and the Uniform Building Code and the Massachusetts State Building Code, and the American Society of Civil Engineers Standard ASCE 9-73, Minimum Design Loads for Buildings and Other Structures-for the listed conditions of snow and wind load associated with normal single-family residential buildings. Stress Grading of Hardwoods The United States has not yet implemented standards for stress grading hardwood timber such as that used in the conservatories. However, Great Britain does have standards for stress grading the hardwood timber used. The British stress grading in conjunction with the testing was used to verify the structural capacity of the hardwood structural elements. The allowable stresses developed in accordance with the British Stress Grading Standards are listed in Appendix 2. In addition,TRADA Technology Ltd., located in High Wycombe, England, has derived the equivalent of"allowable design stresses" for use with the National Design Specifications for wood construction using ASTM D 245 and ASTM D2555 as guidelines.These results are also listed in Appendix 2. Test Loads a. ---"-Snow The test loadings were designed to represent a snow loading which included drift loading due to an adjacent wall and sliding snow due to a sloped roof above the conservatory.The arrangement is shown in Figure 1.This represents the most severe snow condition that could be anticipated for any normally expected orientation of the conservatory with relation to the building to which it will be attached. The loads used in the test were the design snow loads produced by the total of base snow load, drift load and sliding snow load conditions.The maximum HARTFORD CONSERVATORIES 4 ►�,L�a g/SiJr NORTON S. REMMER, P.E. CONSULTING ENGINEERS A HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT snow load used as the peak of the drift load was 144.2 Ibstsf[6.9 kN/m2]. The design snow loads,the test loads and the results are included in Appendix 3. b.) Wind The roof of a conservatory was tested for extreme wind loading equal to that produced by a wind speed of almost 100 miles per hour[47 m/s]and a maximum uplift force of approximately 43 Ibstsf outward pressure on the roof assembly. B.) PLASTIC GLAZING STRUCTURAL CAPACITY The plastic glazing was tested to evaluate its capacity to sustain the design snow and wind loads without structural distress or permanent distortion of the plastic glazing or the support assembly. The plastic glazing was loaded to a total of 144.2 pounds per square foot[6.9 M per square meter]over the entire roof as a snow load.There was no evidence of structural distress.The plastic glazing displayed large deflections during the testing but returned to its original shape and showed no permanent distortion. The plastic glazing was also subjected to a uniform loading over the entire roof of 43 pounds per square foot[2.2 kN/m2]as uplift.The uplift force produced no structural distress or permanent deformation in the plastic glazing. V. PLASTIC GLAZING FIRE TEST The polycarbonate triple glazing has been tested by Warrington Fire Research,Warrington Fre Research Centre, Holmesfield Road,Warrington, UK, in accordance with the British Standards Institute Standard BS 476: Part 7: 1987.This test is similar to the ASTM E 84 method of determining flame spread classifications.The test uses a specimen held in a vertical position and a radiant panel and pilot flame to heat the specimen and expose it to flame.The rate of travel of flame along the specimen surface is measured and used to determine the classification of the material class. The details of the results are provided in Appendix 5. HARTFORD CONSERVATORIES 5 lqle✓' a �S .t NORTON S. REMMER, P.E. CONSULTING ENGINEERS A HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 1 Conservatory Models and Dimensions SEE ATTACHED APPENDIX 1 DIAGRAMS OF MODELS HARTFORD CONSERVATORIES 7 19-412" 1941/2" 5'-4" 5'-4- Dl '-4"D1 F1 15'-6" T-T' 7'-3" D2 D6 F6 F2 9'-4" 9'-4" IF 17'-6" F3 D3 D7 F7 IL NTS F4 D4 DIMENSIONS ARE APPROXIMATE TO CLOSEST 12" HARTFORD CONSERVATORIES, INC. 113'-5~ ■ VICTORIAN STYLE I IF D5 F5 APPENDIX 1 AUGUST,1996 CONSERVATORY MODELS NORTON S.REIVIlI�.R,P.E. VICTORIAN A c vo %S 8'-51/2" 10'-6" 6'-4" 00 co IFa (V X4 4L6 5L6 4L8 5L8 0 N 4L10 5L10 NTS DW ENSIONS ARE APPROXIMATE TOCLOSEST 1/2" IHARTFORD CONSERVATORIES, INC . I WINDSOR STYLE N NORTON S.REMMER,PE. 4L12 5L12 APPENDIX 1 CONSERVATORY MODELS WINDSOR AUGUST, 1995 o NORTON S. REMMER, P.E. . CONSULTING ENGINEERSO' ,'*'bm HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 2 Allowable Timber Stresses DARK RED MERANTI Extreme Fiber Horizontal Compression Compression Modulus Stress in Shear Perpendicular Parallel to of Elasticity bending to Grain to Grain BSI STANDARDS 12.8 N/mm2 1.5 Wm-n2 2.86 Wmm2 12.6 Wmm2 10300 N/mm2 Minimum 12600 Wmm2 Ma)dmum 1856 Ibs/in2 217.7 Ibs/in2 415 Ibs/in2 1827 Ibsrn2 1.495-1.828x106 Ibsrn2 EQUIVALENT US 13.0 N/mm2 0.5 N/mm2 1.8 N/mm2 10.0 N/mm2 13000 Wmm2 STANDARDS _ 1886 Ibs/in2 72.61bs/in2 261 Ibs/in2 1451bs/in2 1.886x1061bs/in2 FOR LIGHT FRAMING- UP TO 2 in X 6 in RAMING-UPTO2inX6in 50.8 mm x 152.4 mm HARTFORD CONSERVATORIES 8 x NORTON S. REMMER, P.E. CONSULTING ENGINEERS r HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT FIGURE 1 The snow loads have been evaluated based on the diagram below which shows a residential structure with two stories above the roof of the conservatory and a pitched roof sloping down towards the conservatory. The conditions assumed are the following: 1. The house roof slopes at an angle greater than 25 degrees. 2. The roof covering is smooth and for the Massachusetts State Building Code the value of A= 1.6. SLIDING SNOW LOAD DRIFT SNOW LOAD I I I I I I I I I I I I I Ar" BASE SNOW LOAD IIIIIIIIII CONSERVATORY HARTFORD CONSERVATORIES 9 1F t t NORTON S. REMMER, P.E. CONSULTING ENGINEERS" - HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 3 Snow and Wind Load Conditions Snow loads represent the peak load of the triangular drift loading applied as a uniform load over the entire roof. Wind loads are described for the most severe loads on portions of the roof cladding.The wind loads represent uplift loads applied uniformly over the entire roof surface.The maximum uniform test pressures listed are used for design purposes over only part of the roof,the greatest area of the roof cladding being designed for lesser pressures. BUILDING CODE/CONDITION SNOW: MAX. PEAK WIND LOAD/UPLIFT LOAD Lbs/SF kN/m2 Lbs/SF kN/m2 Massachusetts State Code [5th Ed.l SNOW 40psf[A=1.6] 141.4 6.76 WIND Exposure C[21 psf] 35.7 1.71 Standard Building Code 1991 SNOW 50 psf 128.2 6.13 60 psf 147.9 7.07 WIND Use ASCE 7-93 listed below. BOCA [1987-19931 SNOW Same as Standard Building Code WIND Use ASCE 7-93 listed below UBC 119911 — SNOW Same as Standard Building Code WIND.Exposure C 80 mph 45.2 2.16 ASCE 7-93 WIND - Exposure C 70 mph 22.6 1.08 80 mph 29.5 1.41 90 mph 37.35 1.79 100 mph 46.08 2.2 HARTFORD CONSERVATORIES 10 NORTON S. REMMER, P.E. CONSULTING ENGINEERS 4 HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 4 Air Leakage and Water Penetration Tests were carried out by Weatherater Limited, Northway Lane, Newtown,Tewksbury, Gloucester, UK, to evaluate the air permeability,watertightness and wind resistance of the foxed and operable glazing used in the Hartford Conservatories[Wickes Building Supplies Ltd.].The British Standards Institute Standards are BS5368 Part 1:1976; Part 2:1980 and Part 3:1978; and BS6375:1989. The tests carried out are similar to ASTM E 331-86,Standard Test Method of Exterior Windows,Curtain Walls, and Doors by Uniform Static Air Pressure Difference;ASTM E 547-86,Water Penetration of Exterior Windows,Curtain Walls,and Doors by Cyclic Static Air pressure Differential;ASTM E 283-91,Standard Test Method for Determining the Rate of Air leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified pressure Differences Across the Specimen and ASTM E 330-90, Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The results of the tests were as follows: FIXED AND SASH COMPOSITE PANEL US Standard Pressure Difference Air Permeability: Approved up to 300 pa 6.27 Ibs/ft2 Watertightness Approved up to 300 pa 6.27 Ibs/ft2 Structural Performance Approved up to 1200 pa 25.08 Ibs/ft2 CONSERVATORY SASH PANEL Air Permeability Approved up to 300 pa 6.27 Ibs/ft2 Watertightness Approved up to 300 pa 6.27 Ibs/ft2 Structural Performance Approved up to 1200 pa 25.08 Ibs/ft2 HARTFORD CONSERVATORIES I I NORTON S. REAMER, P.E. CONSULTING ENGINEERS` r HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 5 Plastic Glazing Method For Classification of the Surface Spread of Flame of Products Specimens of the polycarbonate plastic triple glazing were tested in accordance with the British Standards Institute Standard BS 476: Part 7: 1987, Method for Classification of the Surface Spread of Flame of Products.The test involves a sample of the material held in a vertical position to evaluate the rate and extent of flame spread along the surface of the material. In general the test exposes the sample to more severe test conditions than the equivalent ASTM standard E 84. The results of the test show no flame spread during the test period of 1.5 minutes.The material did not ` ignite at any time during the tests. HARTFORD CONSERVATORIES 12 EV9 �/95� NORTON S. REMMER, P.E. r �' CONSULTING ENGINEERS HARTFORD CONSERVATORIES WINDSOR MODEL ATTACHED AT TWO ADJACENT SIDES The following charts show the conditions under which a Windsor model conservatory can be attached to two adjacent sides of a building. The typical orientation of the conservatory is shown in the diagram on Page 1.The Charts which govern the conditions of use are summarized on Page 2, "Conditions of Use". The charts themselves, designated as Sheets 1 through 11, show the following: FOR SHEETS 1 THROUGH 10 - MASSACHUSETTS STATE BUILDING CODE, 5TH EDITION 1. WA=1/2 the width of the roof of the main building to which the Conservatory is attached. 2. The roof pitch or angle of the roof of the main building to which the Conservatory is attached. 3. The Base Snow Load for the region where the Conservatory is located. 4. The characteristic of the roof of the main building roof-whether the roof covering is smooth or rough. For the Massachusetts State Building Code, a rough roof, such as asphalt shingle, is classified with an"A" factor= 1.0. For a smooth roof,such as metal or tile,the"A" factor is 1.6. FOR SHEET 11, 1993 BOCA NATIONAL BUILDING CODE 1. WA =The width of the roof of the main building to which the Conservatory is being attached. 2. The Base Snow Load for the region where the Conservatory is located. OF S,on Blq '' ���`twJso FlcArF NEr'1 y� ia� NORTON v 19 787 S. U NeRroN ,i u REMMER w NORTON S. r !N.41496 0 _: REMMER,a ~{r` REiJlMER P;c. 3223 4 0- Z S�ON�,L d' qRe^ealolytiSP. ter•. :`/,�c: �IONA,U.. J1 `���'��G� +��►`���`` Norton S. Remmer, P.E. Lm I VIEW 1 TYPICAL ORIENTATION OF WINDSOR MODEL - TWO SIDES ATTACHED HARTFORD CONSERVATORIES WINDSOR MODEL NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES WINDSOR MODEL '. USE CONDITIONS ROOF PITCH AND ANGLE FOR MAIN ROOF MAIN ROOF COVERING 3,211/121, TO 5.6"/12" TO 12"/12" 1211/1211 i4.6 "/12 " 20.76 '0/12 " < 1 6 215'T0<26' L2VTO<4U 4 5 6 0 6 0 SMOOTH SURFACE: SHEET 1 SHEET 2 SHEET 3 SHEET 5 SHEET 7 SHEET 9 METAL, SLATE, ETC ROUGH SURFACE: SHEET 1 SHEET 1 SHEET 4 SHEET 6 SHEET 8 SHEET 10 MINERAL, ETC. 1993 BOCA CODE SHEET 11 SHEET 11 SHEET 11 SHEET 11 SHEET 11 SHEET 11 R1 AUGUST 1995 NORTON S. REMMER, P.E. `'1 ROOF SURFAC FOR SMOOTH ROOFS <15; A = 0 ROOF ANGLE LESS THAN 3.2" IN 12" FOR ROUGH SURFACES d5'; A = 0 LESS THAN 5.6' IN 12' Wa 8.5' OR • 10.5 1 1 WINDSOR CONSERVATORY —.♦ 1 1 . 1 1 1 1 I MASSACHUSETTS STATE BUILDING CODE, 5TH EDITION Wa - 112 ROOF WIDTH 10' 15' 20' 25' 30' BASE SNOWI I I I LOAD PSF 25 30 35 40 ALL WINDSOR MODELS ACCEPTABLE HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 1 NORTON S. REMMER, P.E. l ROOF MATERIAL MINERAL A = 1.0 ANGLE EQUAL TO OR GREATER THAN 25' TO LESS THAN 45' OR 5.6" IN 12" TO 12" IN 12" Wa 8.5' OR 10.5' I WINDSOR CONSERVATORY ♦ I 1 1 I I MASSACHUSETTS STATE BUILDING CODE,5TH EDITION Wa - 1/2 ROOF WIDTH 10' I 15' I 20' 25' 30' BASE SNOW LOAD I f PSF i = 25 3D I I = 40 I I MODELS 4L ALL CONDITIONS ABOVE ■�■�■ MODELS 5L : ALL CONDITIONS ABOVE HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 2 NORTON S. REMMER, P.E. -R C✓a g155- z, r ROOF MATERIAL: METAL OR SLATE A = 1.6 ANGLE EQUAL TO OR >15'TO<45' 3.2" IN 12" TO 12" IN 12" PITCH Wa 8.5' OR 10.5' 1 WINDSOR CONSERVATORY 1 1 MASSACHUSETTS STATE BUILDING CODE,5TH EDITION Wa — 112 ROOF WIDTH 10' 15' 20' 25' 30' BASESNOW LOAD - PSF _25 I I 35 - 40 i MODELS 4L ALL CONDITIONS ABOVE �■ ■'■ MODELS 5L : ALL CONDITIONS ABOVE -------------' HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 3 NORTON S. REMMER, P.E. l EV Q- g/S ROOF MATERIAL MINERAL A = 1.0 ANGLE EQUAL TO OR GREATER THAN 25' TO LESS THAN 45' OR 5.6" IN 12" TO 12" IN 12" 8.5' OR Wa 10.5 1 1 WINDSOR CONSERVATORY I 1 1 1 . i 1 MASSACHUSETTS STATE BUILDING CODE,5TH EDITION Wa — 1/2 ROOF WIDTH 10' 15' 20' 25' 30' BASE SNOW ( I I LOAD PSF 25 35 _ . 40 MODELS 4L ALL CONDITIONS ABOVE ■��■ MODELS 5L : ALL CONDITIONS ABOVE -------------' HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 4 NORTON S. REMMER, P.E. --K(� (/� ��� ROOF MATERIAL: MINERAL A = 1.0 ANGLE EQUAL TO 45' 12" IN 12" PITCH 8.5' OR Wa 10.5' I WINDSOR CONSERVATORY --♦ 1 1 1 1 1 I MASSACHUSETTS STATE BUILDING CODE,5TH EDITION Wa — 1/2 ROOF WIDTH 10' 15' 20' 25' 30' BASE SNOW LOAD - PSF 25 I i 35 - 40 MODELS 4L ALL CONDITIONS ABOVE ■�■ MODELS 5L : ALL CONDITIONS ABOVE -------------' HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 5 NORTON S. REMMER, P.E. � r ROOF MATERIAL: METAL n SLATE A = 1.6 ANGLE EQUAL TO 50' 14 1/2" IN 12" PITCH Wa 8.5' OR 10.5 1 i WINDSOR CONSERVATORY -� I 1 I 1 1 1 1 MASSACHUSETTS STATE BUILDING CODE,5TH EDITION We - 1/2 ROOF WIDTH 10' 15' I 20' I 25' 30' BASESNOW LOAD - PSF 25 I i I 30 35 40 — I I MODELS 4L ALL CONDITIONS ABOVE ■ MODELS 5L : ALL CONDITIONS ABOVE HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 6 NORTON S. REMMER, P.E. ''moi c v a ��ssr ROOF MATERIAL: METAL OR SLATE A = 1.6 ANGLE EQUAL TO 50' 14 1/2" IN 12" PITCH Wa 8.5' OR 10.5' 1 1 WINDSOR CONSERVATORY -� I 1 i i i Wa = 1/2 ROOF WIDTH 10' 1,5' 20' 25' 30' BASESNOW LOAD - PSF 25 mmmmmmi301 35 -" 40 MODELS 4L ALL CONDITIONS ABOVE ■�■�■ MODELS 5L : ALL CONDITIONS ABOVE HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 NORTON S. REMMER, P.E. SHEET 7 Gv ��5 l ROOF MATERIAL: ROUGH; ASPHALT, ETC. A = 1.0 ANGLE EQUAL TO 50' 14 1/2" IN 12" PITCH 8.5' OR Wa 10.5 I 1 WINDSOR CONSERVATORY -� I I i i 1 MASSACHUSETTS STATE BUILDING CODE,5TH EDITION Wa = 1/2 ROOF WIDTH 10' I 15' I 20' I 25' 30' BASESNOW I I I LOAD - PSF I I 25 I I I --- ---- --- --- � 35 I I 40-- _ 11 NONE"a MODELS 4L ALL CONDITIONS ABOVE MODELS 5L : ALL CONDITIONS ABOVE HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 8 NORTON S. REMMER, P.E. ROOF MATERIAL: METAL OR SLATE A = 1.6 , ANGLE EQUAL TO 60' 20-3/4" IN 12" PITCH Wa 8.5' OR 10.5 I WINDSOR CONSERVATORY—+ I I I i 1 . 1 1 MASSACHUSETTS STATE BUILDING CODE,5TH EDITION W a = 1/2 ROOF WIDTH 10' 15' 20' I 25' 30' BASESNOW NONE LOAD - PSF I I 25 I 30 1 35 40 MODELS 4L : ALL CONDITIONS ABOVE ■ MODELS 5L : ALL CONDITIONS ABOVE •••••••••••�•• HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST, 1995 SHEET 9 NORTON S.REMMER, P.E. ROOF MATERIAL: MINERAL A = 1.0 ANGLE EQUAL TO 60' 20-3/4" IN 12" PITCH 8.5' OR Wa 10.5' 1 1 WINDSOR CONSERVATORY—lo. i 1 I I I MASSACHUSETTS STATE BUILDING CODE,5TH EDITION Wa = 1/2 ROOF WIDTH 10' 15' 20' 25' 30' BASESNOW LOAD - PSF25 I I ( i 35 40 i MODELS 4L ALL CONDITIONS ABOVE ■�• MODELS 5L : ALL CONDITIONS ABOVE �������������• HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST 1995 SHEET 10 NORTON S.REMMER P.E. 1993 BOCA CODE 85011 10.5 I 1 WINDSOR CONSERVATORY _� I 1 1 1 ' 1 1 1 W ROOF WIDTH 20' 25' 30' ( 35' 40' I 45' 50' 55' 60' BASESNOW ( i LOAD - PSF I I I I I 25 3D I I I I I I I i 45 50 MODELS 4L ALL CONDITIONS ABOVE ■�■�■ MODELS 5L : ALL CONDITIONS ABOVE -------------■ HARTFORD CONSERVATORIES WINDSOR MODEL AUGUST, 1995 NORTON S.REMMER, P.E. SHEET 11 N° 7 0 Date....../...��. ./ NOR71� TOWN OF NORTH ANDOVER f PERMIT FOR WIRING �Ss�cNusE� !/4This certifies that ...... ..�..� .. ........l�.�...� ..........!................................... has permission to perform .t C 1 wiring in the building of... ./!.�/1. P 77.. ....................................... !'t h �d l' l at.......1�..J............:T.�........�.............>....... ;North Ando`v/e/f�/Mass. Fee.. .s........ Lic.No.... .. .�... ELECTRICk INSPECTOR Check # ,Z/ WHITE:Applicant CANARY: Building Dept. PINK:Treasurer llri;WimrLV1Yrrj'•^2s•LLLVL A" '" ,._ V' : t� DEPARTA4EVTOFPUBMC&4FEI'Y Permit No. /� BOARD 0FMEPREYEW0NRWa4TI0AS527CW 120 '--� Occupancy&Fees Checked 'VA PERMIT TO PERFORM ELECTRICAL WORK 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,._ (f Town of North Andover To the Insp or of Wires: The undersigned applies for a permit to perform the electrical work described below. Location(Street&N�tuber) S J 0 Y 1 n s(1 ) S Owner or Tenant ' Jt-to r m Z; Owner's Address Is this permit in conjunction with a building permit: Y No (Check Appropriate Box) Purpose of Building k n )-k , Utility Authorization No. Existing Service Amps / Volts Overhead a Underground No.of Meters New Service Amps _Volts Overhead M Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work �,Y G� -�; 7 KrJ C) No.of Lighting OutletsNo.of Hot Tubs No.of Transformers Total KVA No.of Lighting Fixtures Swimming Pool Above Below Generators KVA and El ground No.of Receptacle Outlets No.of Oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets No.of Gas Burners f 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 Detection/Sounding Devices No.of Dryers Heating Devices KW Local � Municipal Other Connections No.of Water Heaters KW No.of No.of signs Bailasis No.Hydro Massage Tubs No.of Motors Total HP GTHER It`GtrarloeCverage Rnsua iofttagt>mic&ofIvmdxs&G=WLaws Ihaw aaaartLmbihiyhamxePohyitrludng �onsCoveraWcr9s tbslatdeWnvalat YES � NO a lhmesthnftdva6dptodbfsane1otheOffim YES NO Ifjouha%edia WYES,pleaseirdi*fhetypeofwmaWbyclxckiztgthe Wpopn*bcx 1��RANCE—P BOND o MHR o ftwe ) Expiratim Dale Estimated Va dEkctn l Wait$ Werk o Stat htspeci cn D*RetcsW Rough Final Signed uxkrTr Rnalbes ofpjtey. FIRMNAME Lite�eNa 1 ' Licatsee��C V/-- �i CC.�V�1 Sigt>�ue Liar>SeNo Bt&M Tel.Na Addtss \ �G C, Al Tel% OWMR'SMJRANCEWANFRJarnawatethatthelimized lheaararo wmWcr-ssul1a>tiale#Vakntasteq dIMVs and dvtmysi m s althispelmit wai%esthistetianatt (Please check one) Owner r7 Agent o Telephone No. PERMIT FEE$ Office Ute Only Cn l } The Commonwealth of Massachusetts Permit Na. oec,a•n<- � 1'!e checked /e _- - Department of Public Safety 3/90 (love bt,nk) 1. i BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 1200 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All u.-ork to be performed in accordance with the Marsachuserts Electrical Code. 527 CMR 12:00. (PLEASE PRINT IN INF. OR TYPE ALL INFORMATION) Date City or Town of Al, 4,ba- y 'fZ To the Inspector of Wires: the undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) s -,`7 IAI 4_<; 3'T 0--mer or Tenant ��i' p94-a^�"' \ _ /`� L AIA) ru,[Ic Owner's Address Is this permit in conjunction With a building permit: Yes No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization NO. F.xisting Se-;-.rice Amps / Volts Overhead ❑ Undgrd❑ No. of Meters Sew Ser-Tice Amps / Volts Overhead ElUndgrd E] No. of Xete-s / Number of Feeders and Ampacity, G Location and Nature of Proposed Electrical Work i/ L No. of Lighting Outlets INo. of Hot Tubs No. of Transformers TKVA u No. of Lighting Fixtures ISwitming oorn Pl Above In- gd. Elgrnd. ❑ Generators' F.'`1A No. of P.eceptacle Outlets INo. of Oil Burners Natter of Emergency Lighting p Batte Units 3 No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones ' Total No. of Detection and No. of Ranges No. of Air Cond. tons o Initiating Devices No. of Disposals No. of Heat Total Total No. of Sounding Devices P Punvs IC Tons W _J No. of Self Contained D No. of Dishwashers Space/Area Heating KW Detection/Sounding Devices IHeatin Devices KW Local❑ Municipal ❑Other No. of Dryers g Connection 2 INo, of No. of ILow Voltage No. of Water Heaters KW S ins Ballasts Wirine g o No. Hydro Massage Tubs No. of Motors ' Total HP w OTHER: L`ISURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES❑ NO ❑ I have submitted valid proof of same to this office. YES❑ I10 El If you have checked YES, please indicate the type of coverage�byy� checking the appropriate box. INSURANCE �ND ❑ OTHER ❑ (Please Specify) (EExpkration ate) Estimated Value of Electrical Work S Work to Start Inspection Date Requested: Rough Final Signed under the nalties of perjury: 1 FIRM NAMEA� �. Q'�/ •LIC. N^- Licensee �C}- Signature_ �l 44. LIC. NO.Address SC '�� '7--r3J -' fY �lS'/�� usTel. N r Alt. Tel. o. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance cover ge or its su - stan[ia1 equivalent as required by Massachusetts General Laws, and that my signature on this permit Q application waives this requirement. Owner Agent (Please check one) Telephone No. PER`fIT FEE S Location r o S TO �f CJS a^' No. o-3 Date 4 -1-0 OM0RT1y TOWN OF NORTH ANDOVER O? •`.. e I•,�oA ►' 9 11 Certificate of Occupancy $ ,SSACMUStt Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # l� t `� Building Inspector f TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REP RENOVAT& OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER rDATEUED: SIGNATURE: Building Conunissioner/I or of Buildings Date Z SECTION I-SITE INFORMATION 1.1 Propedy Address: 1.2 Assessors Map and Parcel Number. V -40-6 2/triseey# 5y-Z65il' ?8� Z Map Number Parcel Number o A/LDDdE� /YI0. 0llrw!5 1.3 Zoning Infwmation: 1.4 Property Dimensions: Zonin District Proposed Use Lot Area Fanta 8 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 Water Supply AGI-C.40. 34) 1.3. Flood Zone Informdica: 1.8 Sewerap Disposal Sydem: Public ❑ Private ❑ Zone onside Flood Zane ❑ Municipal ❑ on Site Disposal System ❑ SECTION 2-PROPERTY OWNERS)ri>P/AUTHORIZED AGENT ''"�'i 1t� 'i�t�!Ct; Y3S 1`IO M 2.1 Owner of Record per 4 /�'1�ZZ���f 465 Tohn5o-,1 Name(Print) Address for Service I 727 z Signature Telephone 2.2 Owner of Record: C Name Print Address for Service: M SiRnature Telephone Ap SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ l?if yrw,v,b jZ 0 6 3 5 3 2- Licensed Construction Supervisor: License Number Q(JR "T Ad a 5--1 2-007 7 10,P9 Expiration Date Vgnslure Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ /71Y 01W1?,x4:vr0,� 4 z O 6 �ompany Name l� M Registration Number r"' _ So. �ilyE s7: r w 4Adress 94 Expiration Date ^� Si nate Telephone f 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 it. Signed affidavit Attached Yes.......0 No.—.0 SECTION 5 Description of Proposed Work checked a bk New Construction ❑ Existing Building 0 . Repair(s) ❑ Alterations(s) ❑ Addition ❑ J Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: clod e AMA,, m 'e z Sc�soh r�ar� iA70 4 s��Son r�oM /D �1�t�e1/�y �s6iyl,EivT o'yi)D/c/5 SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Com leted by permit applicant I. Building (a) Building Permit Fee 7-01000,00 Multiplier 2 Electrical (b) Estimated Total Cost of /00, 00 � QctD.U aConstruction / 3 Plumbing O a Building Permit fee(a)x(b) 4 Mechanical HVAC CL� 5 Fire Protection J 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this builduig permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, ,as Owner/Authorized Agent of subject property t. 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 ture of Owner/Agent Date NO. OF STORIES 31Z BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 2 3 SPAN DIMENSIONS OF SELLS DOVIENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X — q MATERIAL OF CHININEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: UfK p r Charke 6eo!4e- Trvkf-K�Ky (Location of Facility) Signature of P rmit Applicant 7,00--5 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector I C. ,, cop h Andersen. Andersen Windows - Abbreviated Quote Report :Andersen. Project Name: St. Amand, Raymond _ Quote#: 001369_ Print Date: 03/18/2005_ Quote Date: 03/17/2005 _ iQ Version_ : iQ5.0 Page 1 Of 2 Dealer: Customer: Quote Customer Billing Address: Phone: Fax: Sales Rep: Ken Markham Contact: Item _ Qty Item Size(Operation) _ Location Unit Price Ext.Price rT1l 0001 1 CW145-4(L-L-R-R) LIVING RM $ 1407.86 $ 1407.86 RO Size=9' 6 3/8" W x 4' 5 3/8" H Unit Size=9 5 7/8" W x 4'4 13/16" H Composite Unit,White/Clear Pine,High Performance G1ass,Removable Interior Grille, Mulling Location: Factory(Direct), Mull Type:Narrow Mull, Mull Priority: Vertical Grille, Interior,Removable,White/Maple, Specified Equal Lite, 2W2H, 7/8",Roman Ogee Insect Screen, Stone Hardware Pack,PSC,Andersen Classic Series - Stone EXT JAMB,4 9/16 WALL PR EXT JAMB,4 9/16 WALL 0002 1 C23(LR) KITCHN/DINING RM $ 449.72 $ 449.72 RO Size=4' 0 1/2" W x 3' 0 1/2" H Unit Size=4' 0" W x 2' 11 15/16" H -- Unit, White/Clear Pine, LR Handing,High Performance Glass t Grille, Interior, Removable,White/Maple, Specified Equal Lite,2W2H, 7/8",Roman Ogee Insect Screen, Stone Extension Jambs,Head and Sill, Clear Pine,4 9/16",Job Site Applied Extension Jambs, Side Members, Clear Pine,4 9/16",Job Site Applied Hardware Pack,PSC,Andersen Classic Series - Stone 0003 3 WDH 37 1/8" x 50 3/4"-WDH 37 1/8" x50 3/4" (AA-AA) PLAYRM,OFFICE,YOUNGER $ 871.71 $ 2615.13 GIRLS BDRM RO Size=6'3" W x 4' 2 3/4" H Unit Size=6' 2 3/8" W x 4' 2 3/4" H Composite Unit, White/Clear Pine,High Performance Top/Bottom*High Performance Top/Bottom Glass,No Grille, Insect Screen, Mulling Location: Factory(Direct),Mull Type:Narrow Mull,Mull Priority: Vertical Insect Screen,White 0004 1 WDH 33 1/4" x 42 3/4" (AA) CORNER WINDOW $ 360.86 $ 360.86 RO Size=33 3/4" W x 42 3/4" H Unit Size=2' 9 1/4" W x 3' 6 3/4" H ' Unit,Equal Sash,White/Clear Pine,High Performance Glass(Each Sash) Insect Screen,White ^4 Andersen. Andersen Windows - Abbreviated Quote Report iA ndersen. Project Name: St. Amand, Raymond Quote#: 001369 _ Print Date: 03/18/2005 Quote Date: 03/17/2005 iQ Version_: iQ5.0 Page 2 Of 2 p%g 6Oa Dealer: Y Customer: Quote Customer Billing Address: Phone: Fax: Sales Rep: Ken Markham Contact: _ Item Qty Item Size(Operation) Location U__nitPrice _ Ext.Price _ l 0005 1 VV 37 1/4" x 38 3/4" (AA) BATHROOM $ _ 360.86 $ 360.86 RO Size=37 3/4" W x 38 3/4" H Unit Size=3' 1 1/4" W x 3' 2 3/4" H Unit,Equal Sash, White/Clear Pine,High Performance Glass(Each Sash) Insect Screen,White 0006 6 WDH 37 1/4" x 50 3/4" (AA) ALL OTHER WINDOWS $ 418.03 $ 2508.18 RO Size=37 3/4" W x 50 3/4" H Unit Size=3' 1 1/4" W x 4' 2 3/4" H Unit,Equal Sash, White/Clear Pine,High Performance Glass(Each Sash) Insect Screen,White Subtotal $ 7,702.61 Total Load Factor Misc. Taxable 0.00 Customer Signature 3.597 Tax(5.000%) 3 385.13 Misc.Non Taxable S 0.00 Grand Total 8,087.74 Dealer Signature Project Comments: The Commonwealth of Massachusetts d Department of Industrial Accidents Mice of Investigations •` Boston, Mass. 029 T9 ' Workers'Compensation Insurance Affidavit Name Please Print Name: Location: Ci lVd W0!/t`' R, 16 Phone # aI am a homeowner performing all work myself. ® I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. Company name: Address City: Phone# Insurance Co. Poliry# Company name: Address Clty. Phone# Insurance Co. Pr)1icV# 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 s1,5oo.00 and/or one years'imprisonment.as well.as_civil..penaltles in The form dA STOP WORKORDER..aW-a fine of...$1l10..0o.� understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I 1 do herebycert' r the pains and pen ZVrjury that a information provided above k true and correct. Signature Cate 5 Print name4-10�e Phone#�-�vr7— Dig Official use only do not write in this area to be completed by city or town official' City or Town Permit/Licensi ❑Check if immediate response is required ❑ Building Dept ❑ Licensing Board Contact person: ❑ Selectman's Once Phone#.• ❑ Health Department ❑ Other VAORTH Town of over CO% OSA �-oC„, E Q dover., Mass., x,95 RATED ►`Q�,��(5 5 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...... f.... ......... r ? N I� ............................. ........................................../V......�.N.......�'� Foundation has permission to erect • .................. buildings on .......... ........ ........ Rough to be occupied as .........��'� t...................�..��....4j..&.................................... 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-Laws relatingto he Inspection, Alteration and Construction of Buildings In the Town of North Andover. yo 04 t PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR CSough ervice BUILDING INSPECTOR fit 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. Smoke Det. I-{ARVEY INDUSTRIES MANUFACTURING Harvey Industries,Inc. ACKNOWLEDGEMENT 1400 Main Street Waltham,MA 02451-9180 I (781)899-3500 11111 1II1 11111 11111 111II 11IN11� www.harveyind.com MP00090005438500 Quality Building Products for the Professional Contractor S MY CARPENTER S MY CARPENTER acl<#:: 0009-00054385 0 49 SOUTH PINE ST H 49 LOWELL AVE DA-M::. ATE 5/14/2005 D p PAGE# 1 T HAVERHILL MA 01835-0000 T HAVERHILL MA 01832-0000 O 0 (978)457-1084 CASH ORDER lOB SALES:: 575595 NAME EZZINA REP ;:0910-LISA TASCHEREAU CUSTOMER CUSTOMER'' ORDERED: SHIP PHONE NUMBER P.O.# 8Y VIA ORDER 00157881 RAY 03-WHSE PICKUP NO QUANTITYCOLOR PRODUCT DESCRIPTION 0002 HITE CASEMENT AWN CJ [ 19 1/2 47 1/2 BUCK LOWE ARGON INTEG GLASS=LOWE ARGON FIN TYPE - A 01 LITES y SCREEN WIRE-ALUMINUM CASE-TYPE CASEMT HINGE = L NEW CASEMENT DESIGN FOLDING HANDLE UNITS - 0002 HITE CASEMENT/AWN/CJ »[ 28 1/2 ,] ( :.47 1/21'] BUCK LOWE ARGON INTEG GLASS=LOW11 ARGON FIN TYPE - A 01 LITES SCREEN WIRE ALUMINUM CASE-TYPE CASEMT \ HINGE = L NRW CASEMENT DESIGN FOLDING HANDLE UNITS - This acknowledgement is a binding agreement between the seller HARVEY INDUSTRIES_INC.and the buyer SALEM WAREHOUSE XXXREPRINTXXX The seller is responsible for manufacturing the above custom products to the detailed specifications listed on 3 INDUSTRIAL WAY this agreement.The buyer is responsible to review and approve these specifications upon delivery of this acknowledgement;to immediately notify the seller of any errors,changes,or omissions in those specification SALEM, NH 03079-0000 and to accept delivery of these custom products immediately upon notification of completion. PHONE: (6 0 3) 8 9 3—1611 FAX : (603) 893-8196 CUSTOMER PHONE NO. - (978)457-1084 CUSTOMER SIGNATURE CUSTOMER COPY r l HAF?VeY 1r*JE7ivsrra1ES MANUFACTURING Harvey Industries,lnc. ACKNOWLEDGEMENT 1400 Main Street Waltham,1)899-353500 024519180 (781)899-3500 111111111111111111111111111111 IN IN www.harveyind.com MP 0 0 0 9 0 0 0 5 4 3 8 5 0 0 Quality Building Products for the Professional Contractor S MY CARPENTER S MY CARPENTER aCKI# 0009-00054385 0 49 SOUTH PINE ST H 49 LOWELL AVE DATE 5/14/2005 D P PAGE# 2 T HAVERHILL MA 01835-0000 T HAVERHILL MA 01832-0000 0 0 (978)457-1084 CASH ORDER JOB SALES 575595 NAME EZZINA SEP' 0910-LISA TASCHEREAU 7 CUSTOMER:; CU i ORDERED: SHIP PHONE NUMBER. 00157881 �O# sv RAY USA !03-WHSE PICKUP ORDER NO QUANTITY COLOR PROpUGT DESCRIPTION 0002 WHITE CASEMENT/AWN/CJ 28 172 47 172 BUCK LOWE ARGON INTEG GLASS=LOWE ARGON FIN TYPE - A 01 LITES SCREEN WIRE-ALUMINUM CASE-TYPE CASEMT i HINGE = R NEW CASEMENT DESIGN FOLDING HANDLE i UNITS - 0002 WHITE CASEMENT/AWN/CJ [ 27 J [ 47 1/21 ] BUCK LOWE ARGON INTEG GLASS=LOWS ARGON FIN TYPE - A 01 LITES SCREEN WIRE ALUMINUM CASE-TYPE CASEMT HINGE = L :NEW CASEMENT DESIGN FOLDING HANDLE UNITS - This acknowledgement is a binding agreement between the seller HARVEY IND tSTRI S INC' and the buyer SALEM WAREHOUSE XXXREPRINTXXX The seller is responsible for manufacturing the above custom products to the detailed specifications listed on 3 INDUSTRIAL WAY this agreement.The buyer is responsible to review and approve these specifications upon delivery of this acknowledgement;to immediately notify the seller of any errors,changes,or omissions in those specification SALEM, NH 03079-0000 and to accept delivery of these custom products immediately upon notification of completion. PHONE: (6 0 3) 8 9 3—1611 FAX : (603) 893-8196 CUSTOMER PHONE NO. - (978)457-1084 CUSTOMER SIGNATURE CUSTOMER COPY 1 ►c ARVEY INDUSTRIES MANUFACTURING Harvey Industries,Inc. ACKNOWLEDGEMENT 1400 Main Street (78 02451-9180 (781)1)89 899-3535 00 www.harveyind.com MPO 0 0 9 0 0 0 54 3 8 5 0 0 Quality Building Products for the Professional Contractor S MY CARPENTER S MY CARPENTER ACK40_ 0009-00054385 0 49 SOUTH PINE ST H 49 LOWELL AVE :PATE,:, 5/14/2005 D P ::PAGE k 3 T HAVERHILL MA 01835-0000 T HAVERHILL MA 01832-0000 0 0 (978) 457-1084 CASH ORDER 108 SALES<'I 575595 ..NAME ?i EZZINA REP' 0910-LISA TASCHEREAU CUSTOMERCUSTOMER: ORDEREbi SHIP PHONE NUMBER Po#i f3Y < VIA ORDER 00157881 RAY 03-WHSE PICKUP NO QUANTITY COLOR PRODUCT DESCRIPTION 0002 WHITE CASEMENT/AWN/CJ 27 [ 47 1/2 BUCK LOWE ARGON INTEG GLASS=LOWE ARGON FIN TYPE - A 01 LITES ` SCREEN WIRE-ALUMINUM CASE-TYPE CASEMT i HINGE = R NEW CASEMENT DESIGN FOLDING HANDLE i UNITS - DEPOSIT EX ECTED 0.00 ............................... ................................ -.111 ...... ALERT! New Massachusetts Energy Code re uires a maximum .44 U-VALUE on ALL replacement wi dows installed in Massach setts. Most replacements windows need LOW-E glass to meet this code. This acknowledgement is a binding agreement between the seller HARVEY INDUSTRIES.INC.and the buyer SALEM WAREHOUSE XXXREPRINTXXX The seller is responsible for manufacturing the above custom products to the detailed specifications listed on 3 INDUSTRIAL WAY this agreement.The buyer is responsible to review and approve these specifications upon delivery of this acknowledgement;to immediately notify the seller of any errors,changes,or omissions in those specification SALEM, NH 03079-0000 and to accept delivery of these custom products immediately upon notification of completion. PHONE: (6 0 3) 8 93—1611 FAX : (603) 893-8196 CUSTOMER PHONE NO. - (978)457-1084 CUSTOMER SIGNATURE CUSTOMER COPY 2644 Date.. �1� E� F NpRTTOWN OF NORTH ANDOVER o Eo �,tio VE"CMICRL O PERMIT FOR INSTALLATION 9 f` • o9q_ .. � Y SACHUSE� { This certifies that . . . . cc. (f��l . ,,,7 . . . . ` ./.= has permission forva installation . . .�4�. in the buildings of . . tt. R.t. .. . . . . . . . . . . . at . . �1��ti5� . . .�14j�nt� 5 `�.�� . . . . .. No h Andover, M Fee.33.'O . Lic. NoA%M(< �� 07v6 INSPECTOR WHITE:Applicant CANARY: Building Dept. PINK:Treasurer GOLD:File I G/, P�ald ✓Gf�o BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 053532 1i Birthdate: 05/15/19$1 Expires:05/15/2007 Tr.no: 14165 Restricts& 00 RAYMOND D STAMAND 49 S PINE ST �� HAVERHILL, MA 01835- _ •_•.4,.„__,�,.,_._.. _.„._�_.__. _Commissioner • ,per -•�� ,°�� ��� � �—\ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registrii10AP., 146286 EXPITatio' 411/2007 Type:: DBA MY CARPENTER RAYMOND ST.AMAND 49 S.PINE ST HAVERHILL,MA 01835" - Administrator A