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24B-072 (2)
80 BARRETT ST BP-2019-0261 GIS N: COMMONWEALTH OF MASSACHUSETTS MaRBlock:24B-072 CITY OF NORTHAMPTON Lot: -000 PERSONS CONTRACTPJG WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:ROOF BUILDING PERMIT Permit# BP-2019-0261 Project JS-2019-000421 Est.Cost: $17000.00 Fee:$119.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Grow CHAD OROURKE Lot Size(sg.ft.): Owner: ASTER ASSOCIATES tonin : Applicant. CHAD OROURKE AT: 80 BARRETT ST Applicant Address: Phone: Insurance: 6 UNIVERSITY DR SUITE 206-215 (413) 348-4741 AMHERSTMA01002 ISSUED ON:8/30/2018 0:00:00 TO PERFORM THE FOLLOWING WORK:RAFTERS & PLYWOOD 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 N Foundation: Driveway Fla.[: 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 Occuoancv Signature: FeeTvne: Date Paid: Amount: Building 8/30/20180:00:00 $119.00 212 Main Street,Phone(413)5874240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner (Lo" / Vo,,ionl.7 Commercial Building Permit May 15,2000 IoNiolig, F—RP- V E Dity Northampton uildi g Department 1 w I virl s AUG 2 8 2018 21 Main Street an 14,19TO, ji oorm 100 N N it a rtha pion, 101060 Two, of PI I'Tc , D '�T Cl�SJ11 DIN -5871240 Fax 413-587-1272 L '. R 'T . ,CRT A. APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING ----------I — SECTION 1-SITE INFORMATION F)P— H zu) 1.11 Property Address: True section to be completed by diffuse soBmrrL Map Lot o?2- Unit Zone O"rlayDlwtrict ----—- Elan St.District CS District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record Name(P Current Mailing Address Signature Telephone 2.2 Authorized Agent, Name P Current Mailing Address Signature Telephone ;L 01 SECTION 3-IISTiMATED CONSTRIJTI COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by p rmit applicant ( )Building Permit Fee 1, Building S Mk 2. Electrical (b)EsfimatedTotal Coster Construction from(6) 3 Plumbing Building Permit Fee 4. Mechanical(HVAC) 00 5. Fire Proi 6, Total= (I +2+3+4+5) Check Number 11b This Section For Official Use Only Building Permit Number Date Issued Sigrrai_ sq Building Commissioner/Inspector Date i Versionl.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[] Repairs El Additions ❑, Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description Enter a brief description her Of Proposed Work: ORD 1 (I, ,, ,/' SECTION 5-USE GROUP AND CONSTRUCTION TYPE WUllu( _ USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly1:1A-1 13A-2 ❑ A-3 ❑ to ❑ A-4 ❑ A-5 ❑ 1S ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B El M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U UOIiTy ❑ Specify: . M Mixed Use ❑ Specify: _ ....... 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)'. _ 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) 2 c ___. ... . . .... .. 2„a _ _.. ..... Total Area(sf) Total Proposed New Censtructon(sf) Total Height(R) ... ._._.. Total Height It _. 7.Water SupPIY(M.G.L. c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site dZposal system[:] Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON TONING Existing Proposed Required by Zoning This column m be filkd is by Building Depamnmt Lot Size Frontage Setbacks Front Side L R:- L R _.. Rear Building Height Bldg.Square Footage Open Space Footage % (lac arca mamas bill&paved .... p0onin ft of Parking Spaces vulume ffi larz^,^ A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO O 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 © NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version l 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: Not Applicable ❑ Name(Registrant), _ Registration Number._...—.. Address ..... Expiration Date ....__. .__. ....._. Signature Telephone 9.7 Registered Professional Engineer(s): 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 Expiation Date Name Area of Responsibility Address Registration Number Signature Telephone Expiation Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Addreas Signature Telephone Version L7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(760 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes No SECTION 11-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authonze -to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, _9" L ! 1C. `O- f�� - --- , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my Imowledge and belief. \� Signed u der the_p a and penalties of perj�urry, ..._. Print Narge Signature of r/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed C nstructi n Supervisor; P Not Applicable ❑ Name of License Holder \ - - ! l 1037/0 License N tuber Add.. i Expiree n Date Signal SECTION 13-WORKERS'COM NSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensaton Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of Whig permit Signed Affidavit Attached Yes No /t/D City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: The debris will be transported by: tYlcQt i T �'' ' v.-n o The debris will be received by: V)( �►� yC�p� t uc c�moC Building permit number: Name of Permit Applicant - &WA Date Signature of Permit Applicant COMPANY PROJECT WoodWorks Aug,27,201814:40 Beaml.wwb Design Check Calculation Sheet Sizer].1 LOADS (Ibs,psf,or pill LOatlType Distcibu<i on Magnitude Location [ft) Units scant End stat End Loadl Dead Full Area 10.00 (16.01` psf Load2 Snow Full Area 40.00 (16.0)' sf 'Tributary Width lin) MAXIMUM REACTIONS(Ibs) and BEARING LENGTHS (in) : vlY� w '.•5 S 4 4 l�l Ip• ,4•-0.5� head 116 116 Live 383 383 Total 499 499 Bearing: Load Comb q2 F? Len th 0.78 0J8 __Lumber"so S eight Self of2.8included loads; Lateral support lop=full,bottom=at supports,Repetitive factor: applied where permitted(refer to Online help)', Analysis vs.Allowable Stress (psi) and Deflection (in) using NOS 2005 : Cclterion Analysis Value Desi Value Anaivei s/Des¢ n Shear fvs= n 48 Fv' = 155 fv/Fv' 0.31 Bending(,) fb = 1007 Fb' = 1273 fb/Fb' 0.79 Live Defl'u 0.37 = L/466 0.72 = L/240 0.51 Tota'_ Defl'u 0.54 = L/320 0.96 = 1,/180 0.56 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu C, Cfit Ci Cn LCN FV' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.D0 1.00 - 2 Fry' 425 - 1.00 1.00 - - - - 1.00 1.30 - - E' 1.4 million 1.00 1.D0 - - - - 1.00 1.00 - 2 Emirs' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 - D+S, V - 499, V design 446 Los Bending(+) : LC p2 = D+s, M = 1794 lbs-ft Deflection: LC p2 = 0+S EI= 139006 lb-int Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection. (D-dead L=live S=snow W=wind I=impact C-Construction CLd=concentrated) (All Lc'rare listed in the Analysis Output) Load combinations: ICC-IBC DESIGN NOTES: 1,Please Verify that the default reflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 44.1of slier.,. c �c :n E U P Re is, � a it COMPANY PROJECT Woodworks Aug.27,201814:40 Beamt.wwb Design Check Calculation Sheet si er].1 LOADS (Has,psi,or pit) Load Type EistribuTion Magnitutle Location If[) Units Sta[f End Ste, Loadl EeadFull Area I 10.00 (16.01' pef LOad2 Snow Full Area 40.00 (16.01' sf 'Tributary Width (in) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS(in) : Ip' 14'-451 Dead 116 116 Live 383 303 Total 1991 499 Bearing: Load comb X2 q2 Len th 0.78 0.78 Lumber-soft,S-P-F, No.11No.2, 2x10" Spaced at 16"do Self-weight of 2.8 pit included in loads; Lateral support.top=full,bottom=at supports', Repetitive factor:applied where permitted(refer to online help), Analysis vs.Allowable Stress (psi) and Deflection (in) using NDS 2005: Cctterl on Anal s s value Des value P.n a:vsis/Desi n Shear fv 90 Fv'n= 155 fv/Fv' 0.31 Bentling(+) fb 100] Fb' 12]3 fb/Fb' 0.]9 Live Def1'n 0.3] L/466 0.]2 = L/240 0.51 Total Defl'n 0.59 L/320 0.96 = L/180 0.56 ADDITIONAL DATA: FACTORS: F/E CE CM Ct CL CF Cfu Cr Cfrt Ci Cn LCX Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ V5 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fc p' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emirs' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC X2 = DIS, V = 499, V design 446 lbs Bending(+) : LC X2 = D+S, M = 1794 lbs-ft Deflection: LC X2 D+S EI- 139e06 lb-int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind i=impact C-construction CLd=concentrated) (All LC's are listed in the Analysis output) Lead Comn binatios: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. a vS of Mas"C.12 w' Ho. 1 eL Re 0 COMPANY PROJECT WoodWorks Aug.27,201614:40 Beam1 vwb Design Check Calculation Sheet Sizer].1 LOADS I lbs. psf,«pit) Load TypeDistribution Magne Loc a[i on tf[] Units SMR'.' do tart End Start End Loatl1 Dead Full Area 10.00 (16.01" psf Loatl2 Snow FV11 AYea 40.00 116.0)• sf 'TCibuta[y Width (in) MAXIMUM REACTIONS(lbs) and BEARING LENGTHS (in) : ID' 14'-4.5'1 Oeatl llfi 383 Live 383 383 Total 499 499 Bearing: Load Comb 1 82 1 Ldccth ___L 0.70 1 0.7078 Lumber-soft, S-P-F, No.1/No.2, 2x1O" Spaced at 16"old;Self-weight of 26 pit Included in loads; Lateral support.top=full, bottom=at supports;Repetitive factor:applied where permitted(refer to online help), Analysis vs.Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Anal s s Value Desi n value rs/Desi n Shear fv 40 Fv' 155 onfv/Fv' 0.31 Bending(+) fb 100"! Fb' = 1213 fb/Fb' 0.79 Live De E1'n 0.37 L/466 0.92 = L/240 0.71 To[al Oefl'n 0.54 L/320 0.96 = L/1B0 0.56 ADDITIONAL DATA: FACT0RS: FIE CD CM It CL CF Of, Cr Cfrt Ci C. LCN Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 El, 075 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 trip. 425 - 1.00 1.00 - - - - 1.00 1.00 - - E. 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emirs' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC k2 = DIS, V = 499, V design 446 lbs Bending(♦) : LC #2 = D+S, M = 1794 lbs-ft Deflection- LC 42 D*5 EI= 139e06 lb-int TotalDeflection �.50(Deatl Load Deflection) + Live Load Deflection. (D-dead L=live S=snow W=wind I-impact C=construction CLd=concentrated) 1All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Davy,01 fl ds" o y16YaA sN o pn U 101 a F, egis. x�. ole non E To; Louis Hasbrouck Building Commissioner City of Northampton 212 Main Street ' Northampton, MA 01060 The Massachusetts Building Code,section 107.1 allows for an exclusion from requirements for construction control in certain situations. In accordance with code section 104.10, 1 request that you grant a modification to waive the requirement for construction control of the project at 80 Barrett Street Northampton, MA for the reroof including rafter repair/replacement because the work is of a minor nature,will not affect structural elements, health,accessibility, life or fire safety,and will be done in accordance with the requirements of the code. I have provided drawings done by a registered design professional in support of this request. Thank you for your consideration. Respectfully, Nicholas Southwick-Hall,owner/operator Family Tree and Home P.O. Box 3699 Amherst, MA 01004 (413)404-4110/(413)478-8159