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43-009 (6) BP-2024-1480 123 WESTHAMPTON RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 43-009-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-1480 PERMISSION IS HEREBY GRANTED TO: Project# REPAIRS 2024 Contractor: License: Est. Cost: 13275 BRJ BUILDERS LLC 112410 Const.Class: Exp.Date: 01/09/2026 Use Group: Owner: S DONNELLY BRIAN F&MARINA Lot Size(sq.ft.) Zoning: WSP Applicant: BRJ BUILDERS LLC Applicant Address Phone: insurance: PO BOX 505 413-800-4253 A106-587-711 BERNARDSTON, MA 01337 ISSUED ON: 11/26/2024 TO PERFORM THE FOLLOWING WORK: STRUCTURAL REPAIRS IN BASEMENT 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: 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. Signature: 17P Fees Paid: $97.50 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner RECEIVED Y NOV - 5 2024 13 The Commonwealth of Massachusetts oard of Building Regulations and Standards FOR trassachusetts State Building Code, 780 CMR MUNICIPALITY Noc T=M ,Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling phis y ection For Official Use Only Building Permit Number: 64.O2 ,/7 w Date Applied: /atm-)4)51 )1.Z6-ZOZ.11 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 'AZ w task hoe•,oar. Rol,itloriVIOn iten 61%). Fe le-001-0o1 .1 a Is this an accepted street?yes t/ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 3t4,9*-Y Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,154) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Er. Private 0 Zone: — Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: brio"4 lNannu ()o' 'e t"t Aler4 ncwiplwi AAA- (S t 041 Name(Print) City,State,ZIP l0-3 We kilcu+npinr, Q ,st 9oY_aaa-5003 daine.ibtOernogi.►•con., No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied ❑ Repairs(s) lid Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other 0 Specify: Brief Description of Proposed Work': Skruc4rurc A repcu:.r o6 beurvi in basena-v.+- en&fcttl ru�w Flush rr+ovn a taeu,e.+ 4ov.u-e_ Cu rtc-k i a nn:s ceng Ladd Aiow •k-rv4s a .-ntt'3 COtvmrs . SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ t 3 i .15. 0 n 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ CIStandard City/Town Application Fee ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire Suppression) Total All F $ }5 e Check No.) heck Amount: I 6.Total Project Cost: $ 13, ❑Paid in Full 0 Outstanding Balance Due: - L Q LvL e.9. 2iNc 'it rir4(t, It• iZ SECTION 5: CONSTRUCTION SERVICES 5.1 Caturuettoa Sopervtser license(CAI.) c5- it114ID 1 /1/t6 j a sin t o ft . h n License Number Fxturacon Due Name CSt.Iiolder Po . o), sa s Lot CR.Type( below) t,L No.and Street Type Description aern iL jekat 1 M if al 3S-7 U Urvtatrictcd[Buildings up to 35,000 a.ft.) R 1Ventad 1442 Fanilypar tb+g Citprreesm.State,ZIP M h, RC , Roofing Covering WS Window and Siding '1 p SF Solid Fuel Burning Appliance 't 1 -WO tS3 De'1 1Ail'tzap% I Insulation Telephone Epi & n I Demolition 5.2 Wgyaaered Hoot Ittaprovaemeat Costractor(HiC) l�i7g4o Z6 roomy Name OfRegistrant Name }rtC Registration Number Expiration nett Y Gen 4� but talus,. Mad address N anStfitat1'f'�rttita4 4-• lLt/4.01' l!i' 4CD-'1u3 City/Town,State,ZIP Telephone SECTION 4:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.{ 25C(6)) Workers Compensation insurance affidavit must bc 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? Yea.... . I)" No. .........o SECTION la:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWiIR'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1.as Owner of the subject property,hereby authorize ea"jet."i r g• n`oblet. to act on my behalf.in all matters relative to work authorized by this building permit application. Qri6n (V��,n� �or1n{lly 10181 /2Oa¢ " r ii Ttwnv'e sane(Electronic signiuurioi Date SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the beat of my knowledge and understanding. f ,;0.M1 n I0181/a024 Kira O oier s or Authorized Agent's Name(Electronic Signature) taste NOTES: 1. An Owner who obtains a building permit to do hisfher own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(H1C)Program),will yg have access to the arbitration program or guaranty Rind under M.G.L.c. 142A.Other important information on the Hie Program can bc found at www.mtua.gov'►cg information on the Construction Supervisor License can be found at ww w��girv/� 2. When substantial work is planned,provide the mfiortntion below: Total floor area(sq.ft.) (including garage,tsnished tusettmenuauics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of hslf7beths Type of heating system Number of docks/porches Type of cooling system Endosed Open 3. "Tout Project Square Footage"may be substituted for"Taal Project Coat" The Commonwealth of Massachusetts Department of Industrial Accidents �� - Office of Investigations Lafayette City Center 2 Avenue de Lafayette, Boston,MA 02111-1750 Y www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): BRJ Builders Address:30 Olive St Ste 1 City/State/Zip:Greenfield MA 01301 Phone#:413-800-4253 Are you an employer?Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 10 4. ❑ I am a general contractor and I 6employees(full and/or part-time).* have hired the sub-contractors El 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 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 1.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]* c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy infonnation. 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 ma an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: AIM Mutual Policy#or Self-ins. Lic.#:WCC-500-5032048-2024A _ Expiration Date:08/02/2025 Job Site Address: 123 Westhampton Rd City/State/Zip:Northampton MA 01062 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 cc t I the pains and penalties ofperjuri that the information provided above is true and correct. Signature: _Date: 10/31/2024 Phone#: 413-800-4253 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(check one): I❑Board of Health 20 Building Department 30City/Town Clerk 4.0 Electrical Inspector 5E1Flumbing Inspector 6.DOther Contact Person: Phone#: City of Northampton it, Masaachuastta r} APARTMENT OF BUILDING INSPECTIONS �• 7 212 Main Strata • Municipal Building ..l. Northampton, MA 01060 '" ,. CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, 554, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 311 i S i-k- &rn P-tan Rd- • N o r4-h can Pfon ' A- 010 C, CD The debris will be transported by: Name of Hauler: USA- (.00 S}t (QeCL/CI < nq Signature of Applicant: Date: 1 a¢ 8 PP D-31 - . . . . . . NEW FC rINGS+LOLLY COLIN% 11/ yEw Poci Extsr1NG BEAM LE 9 ; #L A FLUSH MOU Mr 1:1- I mar 1 A/srALL. NEW au / -R r” wilEkc 136,int is InissAi er coziixa 1Z3 WrS'1WAMPrON RD. vog'/444P0A) mA, 011)6•2. :LF0 R T E VV E B JOB SUMMARY REPORT 123 WESTHAMPTON RD. Level Member Name Results(Max UTIL%) Current Solution Comments EXT.BEAM Passed(85%R) +piece(s)1 3/4"x 9 1/2"2.0E Microllam®LVL Copy of EXT.BEAM Passed(79%M) ;nieces)1 3/4"x 9 1/2"1,0E 1•4.aollam3 LVL ForteWEB Software Operator Job Notes 10/7/2024 4:08:05 PM UTC Peter Van Suren COWlS BUILDING SUPPLY ForteWEB v3.8 (413)549-0001 File Name: 123 WESTIiAMPTON RD. pete�cowls.com Weyerhaeuser Pagel /3 %i FORTE W E B MEMBER REPORT PASSEL. Level,EXT.BEAM 3 piece(s)1 3/4"x 9 1/2" 2.0E Microllam®LVL Overall Length 19'10" • .. 0 0 r r. iiit 9 4- I 10' E o E Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). Design Results Actual O Location Allowed Result LDF Loads Combination(P.ttwn) Member Length:19'10" Member Reaction(Ibs) 13338 l 9'8" 15750(4.00") Passed(85%) -- 1.0 D+1.0 L(All Spans) System:Floor Shear(Ibs) 5719 @ 10'7 1/2" 9476 Passed(60%) 1.00 1.0 0+ 1.0 L(All Spans) Member Type:Drop Beam Building Use:Residential Moment(Ft-Ibs) -12968©9'8" 17662 Passed(73%) 1.00 1.0 D+1.0 L(Al(Spans) Building Code:IBC 2015 Live Load Del.(in) 0.168©14'11 3/16" 0.332 Passed(L/711) -• 1.0 D+ 1.0 L(Alt Spans) Design Methodology:ASD Total Load Deft(in) 0.228© 15'9/16" 0.498 Passed(L/524) — 1.0 0+ 1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and IL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. !leafing Length Loads to Supports(Ibis) Supports Total Available Required Dead Floor Live Factored Accessories 1-Pocket-concrete 4.00" 4.00" 1.50" 1397 3140/-484 4537 None 2-Column Cap-steel 4.00" 4.00" 3.39" 4596 8742 13338 Blocking 3-Column Cap-steel 4.00" 4.00" 1.50" 1515 3275/-394 4790 None •Blocking Panels arc assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bradng ensure Intervals Comments Top Edge(Lu) 19'10"o/c I Bottom Edge(Lu) 16'6"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) TWry (o.so) (L") Comments idth 0-Self Weight(PLF) 0 to 19'10" N/A 14.5 -- FIRST 1-Uniform(PSF) 0 to 19'10"(Top) 12' 15.0 40.0 LOAD FLOOR LOAD 2-Uniform(PSF) 0 to 19'10"(Top) 12' 10.0 20.0 ATTIC LOAD 3-Uniform(PLF) 0 to 19'10"(Top) N/A 64.0 . •Side loads are assumed to not induce cross-grain tension. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC•ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator PorteWEBSofware Operator lob Notes 10/7/2024 4:08:05 PM UTC Peter Van Buren COWLS BUILDING SUPPLY A ForteWEB v3.8, Engine:V8.4.1.24,Data: V8.1.6.3 (413)549.0001 File Name: 123 WESTHAMPTON RD. petePcowls.com Weyerhaeuser Page 2/ 3 .> FORTE W EB MEMBER REPORT PASSED Level,Copy of EXT. BEAM 3 piece(s)1 3/4"x 9 1/2"2.0E Microllam®LVL Overall Lengllfl 10'6" • I 1 1( 1Cr ii 0 0 Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). Design Results Actual O Location Mowed Result LDF Load:Combination(Pattern) Member Length:10'6" Member Reaction(Ibs) 5767 @ 2 1/2" 15750(4.00") Passed(37%) -- 1.0 D+1.0 L(All Spans) System:Floor Member Type:Drop Beam Shear(Ibs) 4532 @ 1'1 1/2" 9476 Passed(48%) 1.00 1.0 D+ 1.0 L(All Spans) Building use:Residential Moment(Ft-lbs) 13962 @ 5'3" 17662 Passed(79%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(In) 0.244 @ 5'3" 0.336 Passed(L/495) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Del.(in) 0.373 @ 5'3" 0.504 Passed(L/325) -- 1.0 D+ 1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Pocket-concrete 4.00" 4.00" 1.50" 1967 3780 5767 None 2-Column Cap-steel 4.00" 4.00" 1.50" 1987 3780 5767 None Lateral Bracing Bradng Intervale Comment: Top Edge(Lu) 10'6"o/c Bottom Edge(Lu) 10'6"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Lofatlon(side) Tributary (0.90) (1t BB)Width Comments 0-Self Weight(PLF) 0 to 10'6" N/A 14.5 -- 1-Uniform(PSF) 0 to 10'6"(Top) 12' 15.0 40.0 FIRST FLOOR LOAD 2•Uniform(PSF) 0 to 10'6"(Top) 12' 10.0 20.0 ATTIC LOAD 3-Uniform(PLF) 0 to 10'6"(Top) N/A 64.0 • •Side loads are assumed to not induce doss-grain tension. • Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerheeuser.com/woodproducts/ document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 10/7/2024 4:08:05 PM UTC Peter Van Buren COWLS BUILDING SUPPLY ForteWEB v3.8,Engine:V8.4.1.24,Data:V8.1.6.3 (413)549-0001 i vete@cowls.com Weyerhaeuser File Name: 123 WESTHAMPTON RD. I Page 3/3 . BASIS OF REPAIR: PREVIOUS OWNER HAD REMOVED CENTER -.-.. GIRDER, AND REPLACED BY AN INCORRECTLY SISTERED, NON. CONTINUOUS 22$ FRAMING ON TOP OF AN INTERIOR BEARING WALL, WITH SING, TOP PLATE, AND LIKELY NOT AN APPROPRIATE FOOTING! N . i W4iE '0 L'E NE IC AND oAkTIAL ;EA$ I GE REIMOWD 1 . I IT -32-14—, Rea: NFU POT 1•CA113031‘OPT'9AtS All I . 3:,,,,,,,,L.L..i.•: 1,1,4.4 477;1177------" ..-k:',.""`rd+s1:",w•r,-a-sw.4.-„,--r,,y CD 2; -2 ...........IR/1 7:1____I :-.7,:::::::::::: -------- , Rom 13 -6 I '' A...A Jo4. moo .1.4 A. •Aaakt. At 'I, it 111 AIME I I 114-1111, I II . (31331'44 i . • . ER;Je A. ff.,,,Oa ...._ AI AI / MEMPIP I' 41-10',1 OF X1 rNil V.am+ T RE •1 ' 1 i ' ; 12-12 •--. t I CU Z 0,2 \ 1 , 'to tok, oP ION 1-04 Mt i i ,...; .—. I ' 1 0 OPNO BEAN 1114E4E I 2 o 1 ( 1614AL uRopqn l3F ii#S 1 0... I- 0- , . I I I I I 1.1.1 .......... . .. ., . . . . Z.T.,....- :=7;"!.• ...,-- .. .... Sheet 1 of 1 DROPPED BEAM OPTION BEARING / WALL ABOVE EXISTING 2X8S, 1111, LAPPED OVER NEW BEAM \ NEW DROPPED BEAM IN LOCATION OF ORIGINAL . MAY BE (3) PLY cc 9-1/2", DEPENDING ON FINAL cf, COLUMN SPACING COLUMN LOCATIONS T . B . D . o 0 BEARING 6 OR FLUSH BEAM OPTION WALL ABOVE 1(7) EXISTING 2X8S, TOP FLUSH WITH NEW N. HANGERS LVL BEAM UNDER BEARING WALL ABOVE (TYP . ) NEW TOP FLUSH BEAM. MAY BE 11-7/8" LVL DEPENDS ON FINAL COLUMN LOCATIONS COLUMN SPACING T . B . D. S1, 010