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32C-052 (6) 9 PEARL ST BP-2016-1445 GIs a: COMMONWEALTH OF MASSACHUSETTS NM,ap:Blogk:3W-052 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: REPAIR BUILDING PERMIT Permit a BP-2016-1445 Project JS-2016-002463 Est.Cost:$14500.00 Fee: $109.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group Homeowner as Contractor_ Lot Size(sQ.R.): 11194.92 Owner: GLEASON HELEN C&PATRICK T TRUSTEES QF H$LDON REALTY Zyming CBf100)/ Applicant: Tom Douglas AT: 9 PEARL ST Applicant Address: Phone: Insurance: 1907 PLEASANT ST (413,) 585-0641 Q NORTHAMPTONMA01060 ISSUED ON:6/9/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:REPAIRS TO BRICK WALL POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House If Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Finns: Smoke: Final: THIS PERMIT MAYBE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeTYpe: Date Paid: Amount: Building 6/9/20)60:00:00 $100.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File H BP-2016-1445 APPLICANT/CONTACT PERSON GLEASON HELEN C&PATRICK T TRUSTEES OF HELDON REALTY ADDRESS/PHONE 600 KENNEDY RD LEEDS PROPERTY LOCATION 9 PEARL ST MAP22C PARCEL 052 Q01 ZONE C13(I09)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMITAPPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM Fl LED OUT ____._ Fee paid - 70 ' Building Permit Filled out Fee paid TyoeofConstruction: REPAIRS TO BRICK WALL New Construction Non Stmctural interior renovations Addition to Existing Accessory Structure BuildigPlan L eluded: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO&MATION PRESENTED: 4l pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ _ Intermediate Project: Site Plan AND/OR _Special Permit With Site Plan Major Project:_ Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit Permit DPW Storm Water Management r. alitio,..ue!�Z �� i.f Sig, ail. ngOthual Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain alt required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. r" Version L7 Commercial Budding Pemtmt May 15,2000 _ -Department use only - i_ City of Northampton Status of Permit. Building Department Curb Cut/Driveway Permit - oun_ ,- is 212 Main Street SewertSeptic Availability-_ - ^ Room 100 WaterNVell Availability Northampton, MA 01060 Two Sets of Structural Plans_, phone 413-587-1240 Fax 413-587-1272 Pmt/Site Plants Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 Property Atltlress'. This section to be completed by office 9 / F4L ST Map 32-C Lot 0502. Unit 00/ AJOA *1Pf i1J/ '44- ?/p4(> Zone ee Overfay District - -- - - -- - -- Elm St.District CE District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT q' l 2.1 Owner of Record: HL�}AZ"(. //{♦.,,/,gil _/��/ L).,.S/,T / 9f... /�/� + Name(Print! ,�`N/ V . Lit A J/ 7"O"' l:urrent Mailing Address A©c/eget/492n/N492n/ Zb /7 ����/y� Le-at.44* 0/05-0 Signature �'��II� + ""��1�_ Telephone Lif3 — '3--gi -L 2.2 Authorized Agent:. _..... _. ... . Name tProt} Current Mailing Address Signature _ ___.. Telephone _ SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit apoficant I. Building /[G!'Q1q ft 19 5c0 (a) Betiding Permit Fee 2. Seethes! 'l (b)Estimated Total Cost of Construction from(6) / __3. Plumbing Building Permit Fee �j/lg,� /� /� 4. Mechanical(HVAC) ) t/ `-' 5. Fire Protection - 6- Total=(1 +2+3+4«5) Check Number _ This Section For Official Use Only, Building Permit Number Date Issued Signature' Building Commissioner/Inspector of Buildings Date Version l.7 Commercial Building Permit May 15.2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs 0 Demolition Repairs Additions 0 Accessory B�uiillding❑ Exterior Alteration 0 Existing Ground Sign 0 New Signs❑ Roofing❑ Change of Use Other lit WA-Li— Brief Description Enter a brief description here. Of Proposed Work: SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 0 A-2 0 A-3 fp IA 1 0 ,./ A-4n 0 Ali 0 1B 0 B Business tJ raerAt ., 2A 0 E Educational 0 28 0 F Factory 0 P-1 0 F-2 0 2C 0 H High Hazard 0 _ 3A ❑ I Insttutional 0 1.1 0 1-2 0 1-3 0 3S (Q M Mercantile 0 4 ❑ R Residential 0 i R-1 ❑ R-2 0 R-3 0 5A 0 S Storage Er S-1 0 S-2 0 5B 0 U Utility ❑ Specify .. . . .. _. . M Mixed Use ❑ Specify: . S Special Use 0 Specify: ) .. _. . .._ COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS ANDIOR CHANGE IN USE "}} Existing Use Group' 3'6 - � ��u1 Proposed Use Group 40 dre I.xisling Hazard Index 780 CMR 34) 44 e RFS iwProposed Hazard Index 780 CMR 34) fth _ SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1" -7 514, is .- _.. ______ 3.57k p 3 rFo a /-- 4m - .. ° _... —.,. Total Area(sr) if 3, 559 a Total Proposed New Construction ter) Total Height(ft) 90 - Total Height(1 7.Water Sypply(M.G.I.c.40,§54) 7.1 Flood one information: „� 7.3 Sewage Disposal System: Public Private 0 Zone Outside Flood Zone Rd Municipalcg, On site disposal system[] Version] 7 Commercial Building Permit May IS,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This eolunm to be filled 1n by Budding Department Lot size r 0.2.57 kc, ,---- #7..SFrontage i#7-- Setbacks etbacks Frontj Side L b R:_ G R Rear CEJ Building Height 30— 5119 Bldg_Square Footage n Open Space Footage 9'0 (Lot area minus bldg&paved porkfttrt fi of Parking Spaces - -- Fdlu (volume&Lowlinn) r. - A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DONT KNOW +;4 YES 0 IF YES, date issued: 1F YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW ® YES 0 IF YES: enter Book Page and/or Document B. Does the site contain a brook, body of water or wetlands? NO 60 DONT KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date issued: . C. Do any signs exist on the property? YES 4) NO 0 A iF YES, describe size, type and location: Alen;-j,,. j,et& Si .{ PRJ1f7FD cid flivjo n124 D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or Is it part of a common plan that will disturb over 1 nae? YES (9 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES•FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: �^ WW1 �BU (nLAs Not Applicable� OE AIT AcLia Name(Registrant), _.. _, t-& i 1 CR.. ei to FLECA ( N � S i NCI('fAis a , Regie `bw Address n� 4. Y 2' 413 -r Sp•}.1. ExpirattiionD+attee CoSignature ^- Telephone ' ' "l! 1 92 Registered Professional Engineer(s); Name Area of Responsitubty Address Registration Number Signature Telephone Expratmn Date Wfma Area of Responsibility Address Registration Number Signature Telephone Expiration Dnte Name Area of Responsibility Address Registration Number Signature Telephone Exp ration Date Name Area WResponsibility Address Registration Number _ -- Signature Telephone Expiration Date 9.3 General Contractor .. .. Not APPIiceble Company Name. Responsible In Charge of Construction Address Signature Telephone Version! 7 Commercial Building Permit May IS,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes Q No a 1 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize _. . _ . _ _ ,to act on my behalf, in all matters relative to work authodzed by this building permit application. Signature of(timer Date L - ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of OwnerlAgeni Date + SECTION 12-CONSTRUCTION SERVICES 10,1 Licensed Construction Supervisor: Not Appecabte 0 Name of License Holder:__ — _ License Number Numbmr Address . . ... Expiration Date - .... _. _. . Signature Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.g.152,§25C($)) 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 thea building permite . _ Signed Affidavit Attached Yes No O Tire Commonwealth rwealth of Massachusetts Department of Industrial Accidents Office of Investigations MAibmt 600 Washington Street Boston, 4 02111 • www.mass.gov/elia \Yorkers' Compensation Insurance Affidavit Builders/Contractors/Electricians/Plumbers applicant Information �^� ,y,, p /�. ..^ Please Print Legibly Name(Businneess/organizationundividual): figiea'. ' RE4L,TV 1f{IIJ) Address: ! R .L Sf —_ ... city,,/state/zip:A/OR +1Pi Phone#: if/3, 283 —9taY Are you an employer?Check the appropriate box: ',hype of project(required): 4. Scontractor and I L[ I am a employer witham a generalG. 0 New construction employees (full and/or part-time)." have hired the sub-contractors 2.0 I am a sole proprietor or firmer- listed on the attached sheet. 7. J Remodeling ship and have no employees These sub-contractors have $. 0 Demolition working for me in anycapacity. employees and have workers' t p' ty. 3. !Building addition (No workers' comp.insurance comp. insurance oratrequired] . 0 We are a corporation and its 120 Electrical repairs or additions officers have exercised their ILO_ Plumbing repairs or additions 3.[� [am a homeowner doing all work ❑ pi myself. [No workers' comp. right of exemption per MGL p 12.0 Roof repairs insurance-required]' e. 152, §1(4),and we have no 13.t0 Other j P414 A t law employees.(No workers' comp. insurance required.] 'Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work end then hire outside contractors must submit a new affidavit indicating such. lContraomrs that check this box must attached an additional sheat showing the narm of the sub-retractors and slate whether or not those uaiaes have employees. If the subcontractors hays employees,they mist provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insnrance Company Name: Policy#or Self-ins.L..ic.#: 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 25A ofMGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50000 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement.may he forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Sienature, _,... Date: Phone#: Oficial use only. Do not write in this area,fn be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#. ■ THOMAS DOUGLAS Architects,Inc. • Louis Hasbrouck Building Commissioner City of Northampton 212 Main Street Northampton, MA 01060 5/31/16 RE: 9 Pearl Street, "Gleason Camp Store", Northampton, MA Dear Mr. Hasbrouck I am writing to kindly request that you grant a modification to waive the requirement for control construction for the above referenced project at 9 Pearl St, in Northampton for Heldon Realty Trust, Daniel Gleason Trustee, who has prepared the project scope of work in collaboration with American Masonry Inc. I have toured the project with the Daniel Gleason and believe the work is of a minor nature, will not affect health, accessibility, life and fire safety, or structural requirements and is impractical in that the cost of control construction is considerable when compared to the cost of the proposed work Please except this stamped letter as consent that we allow for Heldon Realty Trust to oversee the construction and implementation of this project. Thank you for your consideration. Respectfully, t:7- • • 17; •`r;' t �1 Tom Douglas Thomas Douglas Architects + 3a��ca j wn J 196 Pleasant Street 'k_, • Northampton, MA 01060 •a;N � �:y„! 196 Pleasant SU-Pet.Northampton.MA 01060 1 413.585 06412 1 tdouglmrchaeas com Mortar Type and Mix •: A Mortars for repainting projects, especially those involving historic buildings, typically are custom mixed in order to ensure the proper physical and visual qualities. These materials can be combined in varying proportions to create a mortar with the desired performance and durability. The actual specification of a particular mortar type should take into consideration all of the factors affecting the life of the building including: current site conditions, present condition of the masonry, function of the new mortar, degree of weather exposure, and skill of the mason. Thus, no two repointing projects are exactly the same. Modern materials specified for use in repainting mortar should conform to specifications of the American Society for Testing and Materials (ASTM) or ... .,may comparable federal specifications, and the resulting mortar should conform to ASTM C 270, Mortar for Unit " Masonry. Specifying the proportions for the repointing mortar for a specific job is not as difficult as it might seem. Five la mortar types, each with a corresponding recommended mix, have been established by ASTM to distinguish I di = high strength mortar from soft flexible mortars. The ASTM designated them in decreasing order of 4 approximate general strength as Type M (2,500 psi), Type S (1,800 psi), Type N (750 psi), Type 0 (350 psi) - " " and Type K (75 psi). (The letters identifying the types are from the words MASON WORK using every other letter.) Type K has the highest lime content of the mixes that contain portland cement, although it is seldom ' used today, except for some historic preservation projects. The designation "L" in the accompanying chart Here, a hJmr,er and chise identifies a straight lime and sand mix. Specifying the appropriate ASTM mortar by proportion of ingredients, are being cnrrec.ty used to prepare a Jo'nt ro, will ensure the desired physical properties. Unless specified otherwise, measurements or proportions for repolnt ng. Photo. John P mortar mixes are always given in the following order: cement-lime-sand. Thus, a Type K mix, for example, Spe. ei.. would be referred to as 1-3-10, or 1 part cement to 3 parts lime to 10 parts sand. Other requirements to create the desired visual qualities should be included in the specifications. The strength of a mortar can vary. If mixed with higher amounts of portland cement, a harder mortar is obtained. The more lime that is added, the softer and more plastic the mortar becomes, increasing its workability. A mortar strong in compressive strength might be desirable for a hard stone (such as granite) pier holding up a bridge deck, whereas a softer, more permeable lime mortar would be preferable for a historic wall of soft brick. Masonry deterioration caused by salt deposition results when the mortar is less permeable ,. than the masonry unit. A strong mortar is still more permeable than hard, dense stone. However, in a wall constructed of soft bricks '. where the masonry unit itself has a relatively high permeability or vapor transmission rate, a soft, high lime mortar is necessary to retain sufficient permeability. Repainting brick or stone is a process where about 1 inch of mortar is removed and replaced Register with new mortar. This is a very common practice and all masons do this. The problem lies in Log in their knowledge of what type of mortar to use. Using the wrong type will cause irreversible damage. Mortar used today is very strong and hard because it contains a large amount of Portland Cement. Portland Cement is good for certain applications, but it is not affix-aII as masons and building supply stores believe. Portland cement is not bad, it just must be used in the mortar mixture in a lower percentage when working with certain materials. 1. The important thing to know is the mortar MUST be softer(in compression strength) than the brick or stone it surrounds and have greater vapor permeability. 2. It must also be softer than the mortar it is replacing when repointing brick or stone. This is / accomplished by using less Portland Cement and more Lime and Sand. Moisture within a wall needs to escape and evaporate. Mortar that is too hard will force the moisture to escape through the softer brick or stone. This will result In permanent 5 damage such as cracking and spelling. z-z!f•s Repointing brick with strong hard mortar does not make a solid structure. Your brick is damaged beyond repair. rrcm:ucmbt SLAYCIURk ra.,u.a a ,.)a y ..._ - _ice AMERI-3 OP ID: DS aMWDOIYYM `o�Ro CERTIFICATE OF LIABILITY INSURANCE D05117/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the polleypes)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on INs certificate does not confer rights to the certificate holder In lieu of such endorsementts). PRODUCER tams: T LONG J Raymond Lussier Ins Agcy Inc J Raymond Lussier Ins Agcy Inc Pore ,.413-7375359I fuc.No 413-732-2027 181 Park Avenue,Sude 6 POBox 499App ESS;lnfoggussietlnsurance_Com West Springfield,MA 01090-0499 J Raymond Wsser Ins Agcy Inc INSURER(S)AFFORDING COVERAGE I MAIC _ V1SURER A:Hanover Insurance Com pang 22292 INSURED American Masonry,Inc NSURER e.Utica Mutual insurance Company ,25976 119 Dupuis Road Nsurme e. Holyoke,MA 01040 _—_______._____.__ ____ —__ —_, Ns1FSR G: INSURER E INSURER F I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS I6 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWfrHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTMN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERE IS SUBJECT TO ALL THE TERMS. ft AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMSAMUL . L1ry TIPE OF INSURANCE I .. POLICY NUMBER (mSUBI woon,YYI (E SF YWONVEYY) LIMITS A I COMMERCIAL GENERAL LIABILITY i I EACH C RE E ,1 1,000,000 CLAIM_MACE I I 01:888P. 'OHN569340T 04112/2016i 04/12/2017 i L'A ArF777nTFC 300,000 It/ $E %Business Owners I IMEDE v nee per8r,r) 10,000 1 C� L C w...x Ts 1,000,000 CrETTL A6 k SEI/ PP_IE5 Ek I GENERAL R r_ ' --2,000,000 i L�cr&0. r 1 a L's PR CV Io,ps _ 2000,000 (OTHERR 1 14, 1 AurowMLE WBLIY 1 E1 LE' . I 1jEa 1.000,000 A UTO rABN666O587 02/12/2016 I 02/122017 Bony, eJJk a e jI L EC X C. 'ED 5pc I 0 fcc.a t TO _( RE Line 1 i TOO '"n (PPe' roc _e I ,r I IUMBRELLA LAB _4I OCCURI C o YE LJP EB EXCESS WB IM1 JAVE� E8P T EDT RETENTIONS s WORQRB COMPENSATOR , i_�ir 1 re [AND EMPLOYERS LIABILITY PINI 1 B Fn PFvpJE- PP RTNEp,E;TC"n:E 1 ��WV4415524 ,04/09/2016 04/09/2017(E F Dc r i s 1,000,000 IOFFl ERME1£Ep ELLJCED9 IINIA I I(M1e„MNey In MNI U II I I EL AL E NGLO E1 s 1,000,000 Rye';CesmO,unde; I iCESCRIFTION 0F.-JPEFATIas oelor.. SEL InsEF .Pnuc DMN B 1,000,000 PROPERTY 16,013 I DESCRIPTION OF OPERATORS I LOCATORS I VEHICLES(ACORD 101,ACatle,ul RemIM.Schedule,may in*Who-a more spate S,puir ) CERTIFICATE HOLDER CANCELLATION HELDONR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED BEFORE HELDON REALTY TRUST THE EXPIRATION DATE THEREOF, NONCE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 600 KENNEDY RD LEEDS,MA 01053 AUTHORIZED REPRESENTATIVE 14-4, f s ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD p.1 Jun 241507.21a American Masonry Inc. 119 Dupuis Rd. Holyoke, Ma. 01040 Cell 413-5634913 Heldon Realty Trust Attention; Dan MY intention is to tear down and rebuild, Two 4ft x12ft Areas 3ftx12RArea 5ftx10ftArea I will use exsisting brick and a King Willuim replacment brick Mortar colar to macth exsisting Areas will be reached by staging Thank You American Masonry Inc. American Masonry, Inc. 119 Dupuis Road Holyoke, MA 01040 Cell —413-5634913 Fax #413-5320523 March 16, 2016 Heldan Trust Attention: Tony or Dan Price to tear down and rebuild affected areas as discussed on Glesons Outfitters Building Cost-$14,500.00 Thank you, American Masonry, Inc. James Spath forthampton,MA :Commercial Property Record Card http-J/www.northampton.umvers-clr.comvfew_froperiy_t_pnp t accuu... Exterior/Interior Information _-Level She Use Type Ext.Walls Cont.Type Partitions Heating A/C PlumbHg Condition Func Utiity Lined].RCNLD 01-01 n/a Multi-Use Saks Brick Stone Wood Joist Natural Hot Ak Central Normal Fair Far 119920 02-02 Na Support Area Brick Stone Wood lost Normal None None Normal Poor Poor 30690 Al-Al n/a Support Area Brick Stone Wood Joist Normal None None Normal Poor Poor 5930 Building Sketch \--16—NSc:\\ C----------,... petcnborrkea A¢EAS Ai UA/2;BR is.N k...---- `O (3E 3440 sot B:2s8R �{E�jtJIL i 413641 �\BO i 118' ' 2;BR 6-6-1136-) \ is is 00 UA/2:13R 344 43 ( Notice The Information delivered through this on-Eine database's provided In the spirit of open access to government information and is intended as an enhanced service and convenience for citizens of Northampton,MA. The providers of this database: CLT, Big Room Studios,and Northampton,MA assume no babity for any error or omission in the Information provided here. Currently Al Values Are Finahed For Fiscal Yr 2016. Comments regarding this service should be directed to: iaamAIRnorthamotcaarsessor.ya 2 oft 5/17/2016 12:29 PM