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32A-133 (2) Section 606.3.2 Roof diaphragms resisting wind loads in high wind regions of the 2009 I.E.B.C. specifies that if more than 50% of the roofing materials are removed from the roof diaphragm of a building where the basic wind speed is greater than 90 mph or in a special wind region, the roof diaphragms and connections that are part of the main wind force system shall be evaluated for the wind loads specified in the international building code. This structure is located in a 100 mph wind zone so this section of the 2009 I.E.B.C. does apply, at the time of my observation I could only observe a small portion of the existing roof sheathing. At the time of my observation I could not verify the connection of the existing board roof sheathing to the existing 2x10 rafters. I could not observe the connection of the existing rafters to the interior roof support beam. I will need to see these conditions to verify that this roof diaphragm meets the requirements specified in the 2009 International Building Code. Once the existing roofing has been removed, inspect all existing roof sheathing boards and roof joists for rot and decay. Replace any compromised roof sheathing boards or joists with new material. Consult me prior to installing new materials to verify that new materials have design values consistent with the original items. Verify that all 2x sheathing boards at nailed to the existing roof joists with a minimum of two nails for boards less than 8" wide and three nails for boards larger than 8" wide. Any replaced board sheathing shall be attached with 16D commons. Verify or add one "Simpson Strong Tie" H2.5 clip at each roof joist connecting the existing 2x rafters to the interior roof support beam. If the above sheathing and roof joists connections are verified or installed in the field. This roof will comply with the with the roof diaphragm requirements of the 2009 International Building Code. Please do not hesitate to contact me with any questions. Sincerely, Jacob Smith Engineering and Design By Jacob F. Smith, P.E. October 25, 2011 To: Jim Flannery 18 Holyoke Street Easthampton MA 01027 Re: 17 King Street Northampton MA 01061 Jim: On October 14, 2011, Pierre Belhumeur contacted me and requested that I call you. You informed me that you have been hired to remove an existing ballasted roof and install a new membrane roof at the above address. Later in the day I visited this site and we climbed onto the roof to view existing conditions. At the time of my observation you had removed a 12 inch by 72 long opening in the roof sheathing so we could observe the condition an attachment of the existing roof joists. I could observe full size 2x11 1 u eck 'oists at e- • ' s hed • • - • - • - -xi ting joists appeared to be in good condition, I did not see any rot or decay. These roof joists sit on an interior brick ledge. The joist ends are pocketed into the exterior unreinforced brick walls, the joist ends appear to be grouted in place. I could see at least one metal strap tie that connected the roof joists to the exterior walls. I suspect that these ties are installed at several locations at the roof perimeter. The work that you have been hired to accomplish is consistent with level 1 alterations as defined by the 2009 International Existing Building Code which is referenced in the 8 Edition Massachusetts State Building Code. Section 606 of the 2009 I.E.B.C. describes the structural requirements for level 1 alterations of an existing structure. Section 606.2 Addition or Replacement of roofing or replacement of equipment states that where addition or replacement of roofing or replacement of equipment results in additional dead loads, structural components supporting such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. The work that you described to me involves the removing of roughly 2 inches of pea stone ballast and replacing it with a membrane roof. This will reduce the dead loads on this roof. Exemption #1 in section 606.2 applies. This exemption states that structural elements where the additional dead loads from roofing or equipment does not increase the force in the elements by more that S percent. Section 606.2.1 Wall anchors for concrete and masonry buildings and section 606.3.1 bracing for unreinforced masonry bearing wall parapets of the 2009 I.E.B.C. Requires additional wall connectivity and parapet bracing for unreinforced masonry structures, which this structure is, however these sections specify that that these additional requirements are limited to seismic design categories D,E, and F. Using table 1.5 in ASCE7 -10 and the specified seismic design values in the 8 Edition Massachusetts amendments to 2009 International Building Code I have determined that this structure qualifies as a seismic design category B. This means that this structure is exempt from sections 606.2.1 and 606.3.1 of the 2009 I.E.B.C. `may The Commonwealth of Massachusetts _ Department of Industrial Accidents ff - Office of Investigations t ` § 600 Washington Street , Boston, MA 02111 ` • 7, www. mass.gov /dia Workers' Compensation Insurance Affidavit: Buil ders/ Contractors /Electricians /Plumbers Applicant Information Please Print Legibly Name (Business /Organizatio ndividua '_ ." Gt r 4 " iQ _ •. �4 Address: ( 11 ( UGC.c_.- City /State /Zip: Gy - APhone #: 5 - D-`} c (' r r,3-2._. Are you an employer? Check the approp fate box: Type of project (required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I ployees (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. 7. ❑ Remodeling ship and have no employees These sub - contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' g Y P h'• 9. ❑ Building addition [No workers' comp. insurance comp. insurance. #_ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions officers have exercised their 11. 3. I am a homeowner doing all work ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL Y ' p 12.[oofrepairs insurance required.] t c. 152, § 1(4), and we have no 13.0 Other employees. [No workers' comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. If the sub - contractors have employees, they must 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. anc e C In (.--.1%e17( � /1/4-//4/ sanc Company Name: Policy # or Self -ins. Lic. #: 6 2 — 31E - 3 M" pirtiori Date: r V / / 2.- Job Site Address: /- X/k, T r City /State /Zip:_/0 4 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 certify u , , : e pains and , enalties of perjury that the information provided ab lye is e and correct. Si • natur Date: l 0 5�T /V -l i v Phone 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. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: , Versionl.7 Commercial Building Permit May 15, 2000 , SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11).. , Independent Structural Engineering Structural Peer Review Required • Yes 0 No SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT al PQ / . I, _ .... _ .. .._ � _ w . � .� -. �._ � _ _ _ __y ._ ___ _ ____ .,w ____ _e ,_ _._ . _,_, as Owner of the subject property hereby authorize .. ki. . 5 __. i... act on ehalf, in all ma r wet ork authorize by this building permit application. __,__ ___ , , , , E Signature of 0 ate I ._ r rA %!∎ .__ _________ ___ _ ..._._..,._____ , as wner/ thorized Agent hereby de fare that the statements and information on the foregoing application are true and accurate, to the t of my knowledge and belief. Signed uundder the pains and penalties ofperury._ w _ T � __ e ., . — p C 7 a r /7e.. .. i .l..w.� �. . o . ,�_. - - -� �d � Signature 7 nt ft / / Date / O /� / 7 / I I SECTIORUCTION SERVICES / (J 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder .. `1_H'�. ..wFJ . i ./ y . .....,...., __. __ License Number Address t ' Expiration Date c,.(j...„....1 Si lure Telephone SECTION 13 - WORKERS' COMPENSATION INSURANCE AFFIDAVIT (MG.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buil ng permit. Signed Affidavit Attached Yes No Version1.7 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 ENSLOSE© SPACE) 9.1 Registered Architect: Not Applicable ❑ Name (Registrant): Registration Number Address Expiration Date s Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility } Address Registration Number Signature Telephone Expiration Date . r Name Area of Responsibility Address Registration Number, Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Telephone Version1.7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed ` Required by Zoning This column to re filled in by Building Department Lot Size Frontage Setbacks Front Side L. _ R : . L: .' R: r Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved 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: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page ' and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, exc ation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 Commercial Building Permit May 15, 2000 w SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 "1 CUBIC FEET OF ENCLOSED SPACE =' , Interior Alterations ❑ Existing. Wall Signs ❑ Demolition ❑ Repairs ❑ dditions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing Change of Use ❑ Other ❑ ... Brief Description 'Enter a brief description here. /;P4tvV ° `- t'2 "' `` / ZsTelt/ j P Of Proposed Work jn c�'(�t(l 5 S ' f a ( ( S U C CIA ye yt � "1— c{1 b--%.% ` fl r v CM G .. r� 4 SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly A -1 El A-2 ❑ A -3 El 1A I ❑ A-4 ❑ A -5 ❑ i 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B - r ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ s-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: f -- _ M Mixed Use ❑ Specify: _ .. _ _. _ . w m .d..... S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING: RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: _______ ____ ._._ _ Proposed Use Group: ___ ._.______ Existing Hazard Index 780 CMR 34): _._..W_,..._ __ _ Proposed Hazard Index 780 CMR 34):________ _ . SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 1 st 1 r- _- * St r 2 n d � 2 "a _...__ _ ._.._ ...___ .__._._.......__. ____ __. 3 � — td 3 r 4 ' h _.._...__. _.__. _.__._ .___.......__...._....._. -__. ' Total Area (sf) Total Proposed New Construction (sfl .__ _ .. _____ Total Height (ft) .. Total Height ft 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private El Zone _________ . Outside Flood Zone❑ Municipal ❑ On site disposal system . . _.. Version Commercial Building PermitMa ,,, , ,,, , ,.. —........1 ..0.----- - • El 1 D -- !Wilitiaf Pt kielLOCeq41,.5,1:4PJ#Rii::1014 City of Northampton i ftwsz;-.;:t.,:oivAti:747 . 0..m`gizililimitywepte: - N , Building Department ° ,..;arrx .-0 47.p.‘eL61711,7721 1 ,,,-.1*.il i fitAii i t;StittfA l OCT 21 2011 212 Main Street ' 's',7!,''gl,'ePtokwa-ODi,JitStg-Au',egti,:,n..e..VMiN,.vi-,,4'3,P3vr.:.::::4, Room 100 Nyat'erhrreit*aitabu,Ity4i.oisg4k4Agk wc"nif utc•NoNsPEcnoNs Northampton, MA 01060 1:*6:S4tOlit VtarOPF1***044.4S;V4).2,40;f4NAWR3'.:,kr::',AN.,,, • one 413-587-1240 Fax 413-587-1272 Ot6f/8ifeRiAiqZ&a%; ',,,,:,:;:.;_-,.• ,,„-.,,, 015 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 : ( 7 K - ^ — — - ------ — --------7 Map • f ki Lot Unit Ai c>rfet qvtA a k l 1 ( k Zone Overlay District CB District SECTION 2- PROPERTY _____J OWNERSHIP/AUTHORED _ ., _ IZ , , _ , A_G_E_N ,,, T__ .,,,,2 2.1 Owner of Record: :' ' — --&- a, ----- / — , ---- ; --- ,44 ---- ., -------- zi --------- - isrix6 ,....,..........„, Name (Print) Current Mailing Address: X Signature ,16.7,, i .,,, A/ ,,,,,6„ Telephone 4-1 / 3 -v.c 9 - v C 5 3 2.2 Authorized A. e • . i T --- - ■ r_-_ ........ ........„,,_., ......_ _ ___. ik------:(G( k F._ r ck _ , _ _____ _____ :._....._ ......._,:.;,.f.C_,..,e,„,.....1...fe,ST:Cik.g:V-17:0„,t _i Current l l C( Name (Print) Cu Mailing Address: ,--) Signature Ai AM ■-..... -am 111 Telepl;;ao& :-- -------' En , SECTIO ignE D CONSTRUCTION mr- S v. Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant • 1. Building ! . (a) Building Permit Fee ' 2. Electrical ."-------- ----- 7 (b). Estimated' Total Cost of Construction from (6) 3. Plumbing i Building Permit Fee d e / . 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1+2 +3+4+5) 600 Check Number /0°3 This Section For Official Use Only Building Permit Number Date . Issued Signature: Building Commissioner/Inspector of Buildings Date logortr, 17 KING ST BP- 2012 -0436 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A - 133 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ROOF BUILDING PERMIT Permit # BP- 2012 -0436 Project # JS- 2012- 000696 Est. Cost: $11600.00 Fee: $69.60 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: JAMES FLANNERY 103061 Lot Size(sg. ft.): 1219.68 Owner: NO FRILLS INC MAIL TO: NEW FRILLS INC Zoning: CB(100)/ Applicant: JAMES FLANNERY AT: 17 KING ST Applicant Address: Phone: Insurance: 18 HOLYOKE ST (508) 294 -4052 EASTHAMPTONMA01027 ISSUED ON:10/27/2011 0:00:00 TO PERFORM THE FOLLOWING WORK: REPLACE RUBBER ROOF 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 10/27/2011 0:00:00 $69.60 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner