The URL can be used to link to this page

08-021 (39) 1213/13 RE 766 North King.htm From: Bernie Hunt [bhuntsr @gmail.com] Sent: Thursday, November 21, 2013 10:26 AM To: 'Project Manager/David J. Tierney,Jr., Inc.' Cc: 'Lisa Thomann'; BECl176 @aol.com; 'Michael Roy'; 'Mary Pat Roy'; 'Karen T. Hunt' Subject: Attachments: 766 N King Street Photo report.pdf; Structural Review.pdf; S100 DETAILS DR. ROY.pdf; 5101 DETAILS DR. ROY.pdf; Dr Roy MA construction-control-document SRUGTUR pdf Mike Attached are the following: 1. structural review letter, 2. Structural review photo report, 3 ' construction control affidavit, and 4,4 sketches for structural repair. Structural PE Massachusetts registration #32432, expires June 2014. Bernie Dr.Bernard J.Hunt,PE,SE,AIA Barry Engineers and Constructors,Inc. 176 Churchill Street Pittsfield,MA 01201 413 464 2522 cell bhuntsr(aIgmail.com From: Project Manager/David J. Tierney, Jr., Inc. [mailto:djtjrinc @berkshire.rr.com] Sent: Thursday, November 21, 2013 9:55 AM To: Michael Roy; Mary Pat Roy; Karen T. Hunt; bernard hunt Cc: Lisa Thomann Subject: 766 North King Attached is a draft of data for your repair work. Please review and advise of any additional information should be included or if any data should be changed or deleted. We will then update it and re-send. Also attached is draft of building permit ap for review and comment. Additional data is needed for it, and we do need to confirm whether the interior and exterior work can or should be combined, or whether it should be a separate permit. Believe there may be plenty of potential legal/insurance reasons to have work be two separate permits, but need to be sure there are not time and cost advantages to doing as one permit. Once we do finalize how to go, we still will need to get building official approval on it. Thanks, mjm Mike Makes, David J.Tierney,Jr., Inc. Phone: 413-499-1410; Fax 413-499-8642 file:///C:/Documents and Settings/Michael/Local Settings/Temporary Internet Files/Content.Outlook/YM2F32ZO/RE 766 North King.htm 1/1 $ iug m d4 w a b y fop: if c mss Steel column and base plate with no indicated movement. Dr.Mary Pat Roy,MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 10 •... '- :; t a '' �� i; fir,,. A s-, iIii! /v. 4- �§'�" ,L� fk � t Zr R4 L� :. -M' fY 114 M � t'x�x �a 4S+ { PS 5X f 7 ,,e..,-f ...-.�,. 9a ,. .�,,�s,. ., te., ,. Steel stud spanning past top of WF spandrel beam top flange and concrete floor slab pour stop. Dr.Mary Pat Roy,MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 9 f 1 t � 5i • Exterior steel stud with clip anchorage back to outside vertical leg of horizontal steel girt. Dr.Mary Pat Roy, MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 8 Mfr.. ;1 : 1Pf 'k ` . #fie ',f:;:grggf.:111/1!",:t%,,, ,,*. . ' . . f!:4;/..i;',.„,,,,',...(C:i,:iiii."5,,:i+,,!;;'.:2i-,f2.;::;,-.4„.:-'14;',1"ti,„:c':;?: '1;::::::'1;!'.t::;!;!5,':''':','.'„,, ' ' 4Aii, . ,Fy .. n 1 P Horizontal girt channel to column connection. ton MA Dr.Mary Pat Roy,MD 766 N.King St.,Northamp , Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 7 • t t(Ff` f rI Steel wide flange beam to column connection. Dr.Mary Pat Roy, MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 6 yr� p i tt ,� i "r iS N* M xf 3 r ;. is r s gg i.�lF% z N kyO'4+�j1, i. Ya'4,• w PS e '.e":..sJ t J a 1 • .�•3K• w" _ 6 _ .x s� »x.....i ....i.... ....�1." _-.:a... sx;�..i.L�t.t[L.a»� MEN Second floor bar joist to steel wide flange spandrel beam connection. Dr.Mary Pat Roy,MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 5 al 4 m 1 ay .'yam ¢z 'j .. l Interior reception damage. Dr.Mary Pat Roy,MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 4 w pit .. * kr, .:: `*m. .r e : �� axe � .:.. 'beer y y �Y. .. ' 9.» f.H ?. .. f »} � T'�-.3 t r , a.:'l5 Itt r h. � r Y 3`'s > ✓ 'pj�tA!Ju ' 3 <.q Y - Y'a mot= ��' c '.' tt ?••• Exterior light gage 6" steel stud damage. Dr.Mary Pat Roy,MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 3 I i,,,..,. ..:'1 tiks...4.°' A ' ‘ ,, t 'IP ' 1.''... ' ' ..1‘.. s*" r b � Tg max u a. �s Exterior wall with lower masonry,glass windows and EFIS system damage. Dr.Mary Pat Roy,MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 2 s ': • , ' '-'1/ ,e1"' /et ''''''',/ ,,,,,, °'''' ., , 1,,,:te,0' 0. "d Pr # A i ,-,,,-,,,,,,,,,,,,„,--,,,,,.., ,:.:„,,,,--%,:,,,,,,,,,,,,,,,,-„,,,,,,,,,,,,, 40011, Exterior view of point of impact. Dr.Mary Pat Roy, MD 766 N.King St.,Northampton,MA Building Damage from Vehicle Impact Barry Engineers and Constructors,Inc. November 21,2013 Page 1 � ~� ��`� �v�� w�� Nerwadtemeta �� t offrii- --f/ ' = ~ ' dote Atlafeatoa Race R=" 1301 Foam, 714444cloactr4 0210r -. ��° K�� u=* pmak ' o"=�", ON �%w° �@ �_— (617) 727-5732 Thomas G.G"tz=a P.E. Commissioner CONSTRUCTION CONTROL DOCUMENT pnojmc|]'iUc Dr. Mary Pat Roy, MD Date: 21 November 2013 766N. King Stree �Northampton. MA 01060 Project Location: _______ �______ Scope o Project: Structural reinforcing repairs to prior storm damaged wood frame condominium In accordance with SECTION 116.0-116.4.2 of the 6th edition of the Massachusetts State Building Code: i Bernard lHunt ��a»s. RogisruhnnNumbec 32432 being a registered professional Engineer/Architect, hereby CERTIFY that I have prepared or directly supervised the preparation of all desitm plans,computations and specifications concerning: 0 Entire Project 11] Architectural IS Structural E] Mechanical El Fire Protection [l Electrical , [|Other(specify): for the above named project and that to the best of my know ledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Codc, all acceptable engineering practices and all applicable laws for the proposed p ect. Furthermore, I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.22: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit, and approval for the <o the design i conformance n *a�&ncuoc«p concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Signature and Seal of registered professional: `' +or 4,, CI STRUCTURAL 0 No 32432 cke, ,,,,, • _.,..\.1 The current building code is referenced. • International Building Code 2009 (IBC) • International Existing Building Code 2009 (IEBC) • Commonwealth of Massachusetts State Building Code,the 8th Edition, the Massachusetts Amendments to the IBC 2009. We recommend a repair of the exterior light gage structural steel framing and EFIS exterior with the same materials used in the original construction. This work would be a repair under the current applicable building code and the amount of damage is less than substantial structural damage. IEBC 506.2.1 Repairs for less than substantial damage. For damage less than substantial structural damage, repairs shall be allowed that restore the building to its pre-damage state using materials and strengths that existed prior to the damage. New structural members and connections used for this repair shall comply with the detailing provisions of the IBC for new buildings of similar structure, purpose and locations. Please see the attached structural details for the repair of the exterior light gage structural wall system. Please let us know if you have any questions. Sincerely, l jkAt•tt,) Dr. Bernard J. Hunt,PE, SE,AIA Structural Engineer Cc William M. Barry, PE 0 barry engineers and constructors,inc. 176 churchill street, pittsfield,massachusetts 01201 413-443-6591 November 21, 2013 Mr. David J. Tierney III President David J. Tierney Jr. Inc. 169 Gale Avenue Pittsfield, MA 01201 Re: Structural Inspection of Vehicular Damaged Building at 766 N King Street, Suite 1,Northampton,MA 01060. Dear David: We have visited the site of the office of Dr. Mary Pat Roy, M.D., LLC located at766 North King Street, Suite 1,Northampton,MA 01060. The building was recently damaged by a motor vehicle and we performed an inspection of the extent of structural damage. We also reviewed the original steel erection drawings that were available at the site. The building is a steel framed building manufactured by Butler Building Inc. The structural frame is steel wide flange columns and beams with steel horizontal channel girts between the columns and in addition to the roof and second floor spandrel beams. The building is a two story and has 6" 14 gage steel structural studs spanning from the concrete foundation to the roof line, elevation 25 feet, and is anchored at the horizontal girt channels. The second floor is framed by steel bar joists perpendicular to the wide flange spandrel beam with bolted connections to the spandrel beam. The second floor has galvanized steel deck with concrete fill. The damage was limited to the light gage exterior framing,windows and Exterior Finish Insulation System (EFIS). The steel structure does not show signs of movement or damage. The steel column adjacent to the vehicle entry was not directly hit and the anchor bolts and base plate do not show any signs of movement. Inspection of the bar joist bolted connections and the second floor spandrel beam and column connection appear undamaged. Other damage included the interior office and corridor walls and lay in ceiling in the areas of the impact. No building or structure which is erected or altered shall be used, in whole or in part, for any purpose until a Certificate of Use and Occupancy is issued by the Inspector of Buildings. The undersigned certifies that the above statements and all accompanying information are true to the best of their knowledge and belief. The owner of this structure and the undersigned agree to conform to all applicable laws of the Town of Stockbridge and Commonwealth of Massachusetts, and believe the work proposed to be in compliance with all zoning regulations, the Massachusetts State Building Code 780CMR, and the applicable specialized codes, rules, and ulations in Appendix G. 1 1� ( f __ *� signature of Contractor or Article 127 Professional Date signature of owner or agent of o ner Date Applicant must submit all applicable drawings, site plan, &forms before a permit may be granted. NOTE: In order that this application may be accepted, the data called for above, along with all attached plans and forms, MUST be set forth in such a manner that it can be determined by the application and accompanying plans what the existing conditions are and what the future conditions will be. Construction Debris Affidavit (for all demolition and renovation work) In accordance with the provisions of MGL c40, S54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c111, S150A. The debris will be transported by: The debris will be disposed of in: 0 -74,6 31 05 A i ,, Fib. 7 Scty , (name of hauler) (location of facility) y < . 1:2471(3 (signature of permit applican (date) This area for department use only Permit Date; Permit#; Special Permit#; Variance #: Fee Pd$ ( )Approved by ( )Rejected by Reason; 11:::,\,-4 The Commonwealth of Massachusetts Print Form _M """"" Department of Industrial Accidents c\ Office of Investigations ` � 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name: David J. Tierney, Jr., Inc. Address: 169 Gale Avenue City/State/Zip: Pittsfield, MA 01201 Phone #: 413-499-1410 Are you an employer? Check the appropriate box: Business Type(required): 1.© I am a employer with 10 employees (full and/ 5. ❑ Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑ Office and/or Sales(incl. real estate, auto, etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8. ❑ Non profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4),and we have 10.11 Manufacturing no employees. [No workers' comp. insurance required]** 11.❑ Health Care 4.❑ We are a non-profit organization, staffed by volunteers, with no employees. [No workers' comp. insurance req.] 1211 Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name: Travelers Insurance Company Insurer's Address: City/State/Zip: Policy #or Self-ins. Lic. # DTOUB-977K974-0-13 Expiration Date: 3/2014 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-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 be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c tify, under the pains and penalties of perjury that the information provided above is trite and correct. Signature: S� Date: 11/22/13 Phone#: 413-499-1410 Official use only. Do not write in this area, to 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. Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: \\"'.s\\'.mass.uov/dia A • Versionl.7 Commercial Building Permit May 15, 2000 4 .* LiCTION 10-STRUCTURAL PEER!REVIEW(No:,plyaloAi), Independent Structural Engineering Structural Peer Review Required • Yes C No SECTION 11 ;OWNERAUTHORIZATION-iijOilSECOMpLETEA,;WHEN';':-- OWNERS AGENT OR CONTRACTOR k2IRBUILIJING:OERMIT " _________ as Owner of the subject property hereby authorizel____ P4..Y..4...Jt_Tier_r_leY, TIT ---------- act on m If, in all matters relative to work authorized by this building permit application. November 22, 2013 Signature of Owner Date 1,, David J Trny, TTT ,as Owner/Authodzed 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_.___ n Name November 22, 2013 Signature of Owner/Agent Date SECTION 12 -CONSTRUCTION.SERVICES 10.1 Licensed Construction Supervisor: Not Applicable El Name of License Holder:! P L ,J TierilgYi III 056412 License Number 169 Gale Avenue Pittsfield, MA 01201 I L5/9/19 ddr1 Expiration Date ■ 413-499-1410 Signature Telephone SECTION 13--WORKERS!,CollARENSATIOisONSURANCE,OFiriAVIT(IL..c452±§:25C(6)).. • , Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No 0 - _ - • . ' Version1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN:AND CONSTRUCTIQNSEiRVICES-FOR E31:)11.DiNGSAND STRUCTURES SOE„..1EPT TO CONSTRUCTIQN.goNtRot:pURSPANt.T0'0Q-09.110;(gt*TrixitskiNq.jytoRa 1 HAN:34,04:10,c.F.,:pF:ElAc1.0$0.$PACE) ' 9.1 Registered Architect: . _ Name(Registrant): . DII1152.0.122C—ALalacIal -----, i- <Ckr.,C.-111. 1-11Y-Ct • I Registration Number ...... . - 1 A - Co 1 Address .1 6 q (....ci_(f,ANc .. ,-4 ' ...ctd M/-1,a20 , - - Expiration Date :4 i3----7 01 22.71 Signature 1- in-ey-A, . a --1--\ ' Telephone 9:2 Registered Professional Engineer(s): Name ....,..._ „.. - ' . • Area of Responsibility Y- _.A40,ess_, , Registration Number 1 _-.73- , 4, i .4' 6/4W/Z.--/:- graii- b- P1/),, 4/3416-4 1 e..-4-3 i .);L.yy la k Signature Telephone Expiration Date , , — " y arMIS 16 7"-wars - 1 • 1 Name Area of Responsibility , .._. Address - Registration Number I 1 1 i , .. . Signature Telephone Expiration Date 1 i i 4 --- --------------- — ------- . Name Area af Responsibility 1 I i Address Registration Number 1 i Signature Telephone Expiration Date i, I _— - ------i Name Area of Responsibility -----, i I i Address Registration Number I i . i . r . ..... ......_......................._______, Slcr.ature Telephone Expiration Date 9.3 General Contractor ----7 i L,PaVid_q. Tierney,_Jr„,,,auc. . I ......._—.1 Not Applicable D Company Name: fl 5á1d J. Tierney, III tru ( L.. iiik4-- NIA 45 Responsible AI 4 iI c6 169 Gale Aven _ ( II 1p c-06-662) (If 3 – •.ttsfield, MA 01201 i413-499-141 ....---- ....__ slteroiti Telephone V Version1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTONz4CIVING Existing Proposed Required by zoning This column tO re filled in by Building Department - Lot Size Frontage I t Setbacks Front Side L:= R:1-1 LA= R:= I I En Rear Building Height =-- Liii Bldg. Square Footage 14-1 r % Open Space Footage % (Lo-t area minus bldg&paved I I- I I 1 T. parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site?•• - NO 0 DONT KNOW • YES 0 .IF.YES, date issued: J. IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES 0 IF YES: enter Book Pagel 1 and/or Document ftli B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: [ C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: I Existing Multi Businesses - - D. Are there any proposed changes to or additions of signs intended for the property? YES (,) 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 acre? YES 0 NO 0 • IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 Commercial Building Permit May 15,2000 : SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS:LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE.' "' Interior Alterations ® Existing Wall Signs ❑ Demolition 0 Repairs Additions ❑ Accessory Building❑ Exterior Alteration .[3 Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ i Brief Description .. Enter a brief description here. Of Proposed Work: Repair exterior damage from automobile crash and refinish interior, inclu 'ng damaged MEP. SECTION 5-USE GROUP AND CONSTRUCTITYPE ON' USE GROUP(Check as applicable) ' CONSTRUCTION TYPE A Assembly ❑ A-1 ❑: A-2 ❑ A-3 ❑ 1 A I 0 A-4 ❑ .A-5 ❑ . 0 B Business ® 2A 0 E Educational ❑ 2B ,, r ❑ F Factory ❑ F-1 0 ' F-2 ❑, 2C ❑ _. _ - 3A ❑ H-High Hazard ❑ _:. _ Institutional ❑ -I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 0 R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ s Storage ❑ S-i ❑ S-2 . ❑ 5B L ❑ U Utility ❑ Specify: ` --- �.- M Mixed Use 0 Specify: ��_�4 S Special Use ❑ Specify: I COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOINGR:ENOVATIONS ADDITIO.NSAND/OR CHANGE IN'USE E.-- Doctor Office r K 1 Existing Use Group: Proposed Use Group: I 1;1 Existing Hazard Index 780 CMR 34):l- I Proposed Hazard Index 780 CMR 34):I' -E1� .) SECTION:6 BUILDING HEIGHT AND.AREA OFFICE USE>ONLy • BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION 3. r. Floor Area per Floor(sf) t1A ,Cor: .11‘"441.1A, 151tw._ - I 151 L �. _ ,. grt j 2"d i 2nd __J 4 lh t 44th i ...�-- J...- ---- _ _ Total Area(sf) L;1'1( I Total Proposed New Construction(sf) ' t Total Height(ft) l;l'lt - - --- Total Height ft__ t._s_y. P- ...__..,.�, . j._ _ 7.Water Supply(M.G.L.c.40,§54) 7.1'Flood Zone Information: 7.3 Sewage Disposal System: Public ® Private ❑ Zone I_ 1 Outside Flood Zone;; Municipal ❑ On site disposal system I` bj . Versionl.7 Commercial Buildin_.Permit Ma 15 ' 0045 DEC X0(3 i! ' City of Northampton . aa;f - 3.7 —4it Building Department �� '- ��a-� ;= 212 Main Street * 3 . -e Room 100 -V 1. Northampton, MA 01060 ®' : ,, ` ;,r,,, k phone 413-587-1240 Fax 413-587-1272 •x3. 7-r rw r. ' p�� ,--.. 'h' - ,;,„.h'"' "`. K Mai c.-.,: 4,4 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 Address: This section to.be completed by office 766 North King Street, Suite 1 Map Lot Unit Northampton, MA 01060 Zone: Overlay District --- - ----- Elm St:"t7lstricf -' 'C8 District" SECTION 2-:PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: __ i Glandore, LLC 1 ' 243 Park Hill Road, Florence, MA 01062 Name(Print) Current Mailing Address: _ __r__..._._._..._____.- 413-427-7645 Signature (:-21Z27-- , $tee Telephone 2.2 Authorized Agent: r._-__.- _ Michael Roy ________ _ _^_ _ ____ ` 243 Park Hill Road, Florence, MA 0106 Name(Print) Current Mailing Address: 413-427-7645 __-_.; Signature / i Telephone SECTION 3-ESTIMATED,CONSTRUCTION COSTS' Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant - i 1. Building 5 000 O 9 } I 1 a Buildin Permit-Fee - 2. Electrical (b).Estimated Total Cost of I 1. 10,.000. -Const`ruefion from(6) .._.,._..___......,..r-...' 3. Plumbing __... I BuiidingPermitfee 4. Mechanical(HVAC) ---- "-'I 5. Fire Protection 3 000_..._._._._ 1 .------.-.._.._...__..__._., __ _. . 6. Total=(1 +2+3+4+5) eS,000 .Check:Number 4_59P This Section,.For Official-Use Only — I q Y Building Permit Number Date Gi Issued 3/r-1� V Signature: Z/if/j3 Building Commissioner/Inspector.of Buildings Date A . 766 NORTH KING ST BP-2014-0679 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 08-021 CITY OF NORTHAMPTON Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit# BP-2014-0679 Project# JS-2014-001160 Est.Cost: $88000.00 Fee: $528.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: DAVID J TIERNEY JR INC 056412 Lot Size(sq.ft.): Owner: GLANDORE LLC Zoning:HB(1001/RI(100)/ Applicant: DAVID J TIERNEY JR INC AT: 766 NORTH KING ST Applicant Address: Phone: Insurance: 169 GALE AVENUE (413) 499-1410 WC PITTSFI ELDMA01201 ISSUED ON:12/4/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:REPAIR AUTOMOBILE DAMAGE INCLUDING MEP 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# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/4/2013 0:00:00 $528.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner