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24D-041 (2) BP-2023-0180 185 PROSPECT ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24D-041-001 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-2023-0180 PERMISSION IS HEREBY GRANTED TO: BASEMENT RENO/ADD Project# BEDROOM Contractor: License: Est. Cost: 18000 GARY STONE 113158 Const.Class: Exp.Date: 07/03/2024 Use Group: Owner: K WHERRY, JOSHUA R. & CANDACE Lot Size (sq.ft.) Zoning: URB Applicant: GARY STONE'S REMODELING LLC Applicant Address Phone: Insurance: 19 MILLBROOK DR (413)377-8464 SOLE PROPRIETOR WILBRAHAM, MA 01095 ISSUED ON: 02/14/2023 TO PERFORM THE FOLLOWING WORK: BASEMENT RENO WITH BEDROOM ADDITION 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: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: I 59.01F • r . y9 . Fees Paid: $126.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner Ei- i�1L✓ �d2rl i T ' The Commonwealth of Massachusetts F9 Office of Public Safety and Inspections ;-• Q �0 • Massachusetts State Building Code(780 CMR) �;.� , Building Permit Application for any Building other than a One-or TF 'ly Dwelling r:- fire,...., (This Section For Official Use Only) >1 c Building Permit Number: 4.2 3# /270 Date Applied: Building Official: SECTION 1:LOCATION / ) ems + ti- JU ors#-t,,,,,,p1�►, o 104.3 No.and Street City/Town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building❑ Repair 0 Alteration (3 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 0 No 0 Is an Independent Structural Engineering Peer Review required? �j Yes 0 No 0 Brief Description of Proposed Work: s'Z1,,0 V•-1 vt. W;1 bed rev rot cdd;44^ SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) 0 Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 ❑ A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 ❑ F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 1-2❑ I-3 0 1-4❑ M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility❑ Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA CI IB 0 IIAO IIBO MA IHBO IV CI VA 0 VB SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit Debris Removal: A trench will not be Licensed Disposal Site 0 Public 0 Check if outside Flood Zone 0 Indicate municipal❑ required 0 or trench or specify: Private 0 or indentify Zone: or on site system 0 permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 0 Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No 0 Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Dame and Address of Property Owner 3'os1, L)Ld.rry 191 0*73iacc_-1- s4- A'.-4•1..•►,..,0,4o►, 0104,3 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: 4/4 -12V Dir4A - -3-'ositda W1tt•rryrpair!4,J.,co.•, Title Telephone No.(business) Telephone No. (cell) e-mail address ✓ If applicable,the property owner hereby authorizes: ( cry Soh€ 11 frOarrnK 4, b:IL- L•. fie► 01 D75 Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control (the professional coordinating document submittals) Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor /� Gary S.& 5 1�N+o.4,iir,,, (LC Company Name 1 G,r7 S4e$1� C S— 1131 S Name of Person Responsible for Construction License No. and Type if Applicable 11 el$11btrek tr 0 ;(6ek.(..a,,., ,'ita oIo4S Street Address City/Town State Zip 413 _37'7 ettl•N - - cGgc y h S-I-akt 4 4 G 5‘...,.‘;I . toim Telephone No.(business) Telephone No. (cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the is uance of the building permit. Is a signed Affidavit submitted with this application? Yes No 0 SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ i S, ASV Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical i $ 3, orn, appropriate municipal factor)=$ 3.Plumbing > $ 4.Mechanical (HVAC) I $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) I $ Enclose check payable to 6.Total Cost $ 1 AV (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT 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 eb S best of my knowledge and understanding. G S4 iA._ C C...+�cf,.r WI3 _3Z?_ &i'o(i 2/i i./ 3 Please!hint and sign name Title Telephone No. Date 19 Ov I l bns+K b- G);I s rr,L....., 014 01 Di t _Icry n S+a r.A, ►t.s,;11, c+©1.-t.. Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: //7//: 2-l y-Zo23 Name Date From: Gar + 542,10%4 19 M:ttto,r,k br 104(\L i.. .4i• 61 09 S. To: Jonathan Flagg 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, I request that you grant a modification to waive the requirement for construction control of the project at 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 prescriptive requirements of the code. Thank you for your consideration. Respectfully, The ('ontmonuealth of Massachusetts Department of MthiAtrial.-Iccidents _ - �� 1 Congress Street,Suite 100 cL:`- } ' Boston,MA 02114-2017 www mass.gov/dia 11 us kers'Compensation Insurance.VTtdas it:Builders/('oniractorslElectrieians l'luntbers. lt)HI.FILED W 1111 111E Pl:It1MIFl IM;41`I'lltlltl`I"1`. ADDlicant Infurnwlios Please Print t_et:ibh Name it HtumcssiOrganiration'lndis'iduall: G 4.7 S - Address:_ t S i''l r t l b•wt>yc City!State/Zip: 1J 0 C. Phont : -1 r 3 -3 71 - Pile„ Are y..d r,.pl ver'cheer nrr appropriate tries: Type of project(required): I 0 1 am a employes with owlituyecs(lull attain part-tine l..' 7. New construction -s. a.-a sole proprietor or partnership and base no employ eas w urkunp tar me in 8. 0 Remodeling an capacity.(No workers'comp.unrrras.x requital 30 l am a tronnuwrrs dornE all wk myna. wurka ms'c. p.insurance required-'" 9_ El Demolition w 4.0 lam a htmst nee and•will tic hiring itanintacirs et shtct all work on my vilified",.. I will 10 a Building addition .Teiurc that all contractor.either have worker compensation insurance or are sole no Electrical repairs or additions prupnetr"rs w ith in'emphs+ c.s 12.0 Plumbing g repairs or additions 50 I am a uencisi.unuac W i and I has c hired the sub-contractors hsted on the attached sheet. 134:1 Ruuf repairs Ihex sob<tmtraetors has empluoecs and b.sc wta►ers•comp.msurarsce. 14.❑Other 6.0 We are a i.•xirpuratuni and its oft-wen has c ctd.Tcixd threw right i"t c acniptiswt p.T sk:l_c. 152.4,$It4'1.and we Lase toy engilosees.ISOwailers'comp.m.uranice requncd.i •Any applicant that dinky boil=I mist also till out the se.tinn below.ho wing their scar►.Ts'compensation pulley information. t IInm.iw mere w bo inen&dea attwbs r[trwlic rirg they are dewy all work and then hue oiaiaadc cuntra.turs mad submit a new acrid vt mdnsuns Stich. t tntiactors that.'heck this ho must attah.vl an additional shoot.h,iw ins thc name of the sub—contractors and state whither or not dime eapliji.s lease .inpluisc... It the sub-contractor.tease curios ocs.dies must punish:their waiters'comp.pule ni.nbi.-i am an employer that is providing workers'compensation insurance for my eatployees. Below is the policy and job site information. insurance C'outpany Name: — Policy#or Self-ins.Lie.#:_ - Expiration Date: Job Site Address: City State Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number amid expiration date). Failure to secure coverage as required under MGL c. 152.§25A is a criminal violation punishable by a tine up to$1.500.00 a d or one-year imprisonment.as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to S250.00 a day against the violator.A copy of this statement may be formarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify rider the pains and penalties of perjury that the information provided above is true and cwiri&t Signature: ° Date: 21 9/2 3 Phone u: y 13 - 3 1- kvroK Official use only. Do not write in this area.to be completed by city or town official t'ity or Town: Permit/License# (� Issuing.authority (circle one): It 1.Board of Ilealth 2. Building Department 3.City(tow n Clerk 4.Electrical Inspector 5. Plumbing Inspector (� 6.Other I ('outset Person: Phone#: I) City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS •� 212 Main Street • Municipal Building Northampton, MA 01060 ,, CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, 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: The debris will be transported by: Name of Hauler: U S ce, c,,1 Signature of Applicant: Date: .2 /5/23 THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration ii z ..,—=—•—., ,,, =...-'1,ttti +^ emmossoisim V�, jam, Type: Individual GARY STONE 4 -» � Registration: 194643 .4 » Expiration: 02/26/2025 19 MILLBROOK DR Sl, _Bi, WILBRAHAM, MA 01095 itY = ©/ 1,N . sv e Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE;--Individual - _ _Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Sulte 710 194643 ` .02/26/2025 Boston,MA 02118 GARY STONE - :v, '„ GARY N.STONE `` =_- �' 19 MILLBROOK DR r ` 1 a.g WILBRAHAM,MA 01095 'AI _ Undersecretary Not valid without signature 1. Commonwealth of Massachusetts ®� Division of Occupational Licensure Board of Building Rmutations and Standards Co nsttAkiLATAkwvisor CS-113158 y _, Spires:07/03/2024 GARY N STO!IE,JR 19 MILLBROGK DRY`, y WILBRAHANAA( 010• ti vv.I•iiiiooivi cr I,. v%t( Iu%�� rr +r11101000/ ,........ 1s..m 1 ir' I' a'r .Ill-*''. -21, alr U4 ) Iµ..: a( I ' sssar•to 1v XIS mama• ._—....r. ..•---- 7 i'' ..........-1 ur 9t-� t or -- —1 r1r Poe OV4 td rs Metz, r ss Ms• s sz ess ------f. ■ ar =ro V101 wear — 1 71305` 8 113` tI 1 } . I k ' — , I M gill ,sr i . l 7 2( cce_cI" y C i 5 ----3 I -i I i f ICI = 1 r I --- -- I , ..� / �. -fi I •i 1 .TF rir t I 1 f { f — , { :r ' 1' I I i 1 j — !, I It l n • •o J ru' ,,..).-70 ,ow r 7.w.../ ar4j gal ; I, 1, i City of Northampton Building Department Plan Review 212 Main Street 2-1i-1,23 Northampton, MA 01060 I k-1 fry so6e zI- Sc- fel)er Material used for basement renovation Footing 23" x 6"poured 5000 psi cement under a cement filled steel Lally column at old stair location Code compliant 3'wide stairs built with 3-2x12 pressure treated stringers and pine stair treads and risers Flooring Dricore subfloor under entire finished space with a 3/" expansion/air gap around the perimeter _ifeproof waterproof click lock Vinyl plank anti-microbial flooring with a pre-attached underlayment Wall Insulation(R19) RMAX 2" R13 Rigid foam 4'x8' panels continuous installation bumped off the foundation 1"for a continuous air path from the floor to the rim joists.Seams will be foil taped and bottom joint caulked to the floor. RMAX 1" R6 Rigid foam cut to fit in each stud bay Framing 2x4 premium Fir studs installed stick framing on top of the Dricore subfloor eliminating any cement to .vood contact. Moisture resistant sheetrock installed on walls and ceiling tight to the studs and joists. Ceiling height will be above the code minimum of 6'8" Bedroom window Code compliant vinyl replacement double hung window installed 43"above the finished floor 29 'D - O- 1 HushFrame Raft Connectors H USH'F R A ME Installation spacing pattern 24-24-48 24 _ �, �, 24- 24 _,, 24 . 4 24 3/4"_..j Wood furring 24 - 1/2" 24 1/2" 24 4 a S 4- I 1111111111111111111111■111111 4, 24 1/2" 3/16" Air gap 24" on center Wall Stud or Ceiling Joist Framing Rows of Wood Furring or Metal Hat Channel - 24" on center lushFrame Rafts installed 48" on center - staggered pattern Requires one Raft per 4.4 sq. ft. of surface area Recommended maximum attached load - 7 lbs. per sq. ft. 2 layers of 5/8" gypsum panels weigh 4.6 lbs. per sq. ft. 25 HushFrame Raft Connectors Installation spacing pattern 24-24-24 HusH FRAME IL. 24 0—. 24 ..—. 24 ..-1-. 24 ' 24 ...H. 24 ..-1 i 3/4"----b-l'-■ Wood Furring - - ''• 24 I • 1/2" 24 1 1 :7,F4,.-ZERFP•M$ -$ 24 , . 1 II v 224i am ir ki 1 24 `010,10001,.. - MN -...--.-- 1/2" 3/16' --- Air gap 24" on center Wall Stud or Ceiling Joist Framing Rows of Wood Furring or Metal Hat Channel - 24" on center HushFrame Rafts installed 24" on center Requires one Raft per 2.9 sq. ft. of surface area Recommended maximum attached load - 12.5 lbs. per sq. ft. 2 layers of 5/8" gypsum panels weigh 4.6 lbs. per sq. ft. 26 41 HushFrame Raft Connectors Installation spacing pattern 24-16-24 HUSHFRAME 14:1 24.00 -at-F..-24.00 24.00 24.00 -.--.. 2+00 ...1-.-24.00-.1 3/4,_„..44 _NAfood furring OEM 6.... aIIIIIIMIIIIIII MI= MEM f , 16.00 4 UM 0 , 16.00 III ., fi III 1111 1600 1111 11111 MI= III 111111 iir 16,00 1 1111 Ell 1600 I 4.'i -24,0011 t .'i g g i 1 I za 16,00 1 k 16 00 '44 ii 1 1 '0: I 1 ; 16,00 1111.1111111161,i ' A 3/16" Air gap 24" on center Wall Stud or Ceiling Joist Framing Rows of Wood Furring or Metal Hat Channel - 16" on center HushFrame Rafts installed 24" on center Requires one Raft per 2.15 sq. ft. of surface area Recommended maximum attached load - 18.75 lbs. per sq. ft. 2 layers of 5/8" gypsum panels weigh 4.6 lbs. per sq. ft. 27 HushFrame Raft Connectors Installation spacing pattern 16-24-48 HUSHFRAME 16- -..,16 t16 16- 16 16° 16 16---* 16 3/4" u -.. Wood furring 1 I2Q 24 if 24 ii ,40 24 24 i ., 3/16" Air gap 16" on center Wall Stud or Ceiling Joist Framing 24" on center rows of Wood Furring or Metal Hat Channel HushFrame Rafts installed 48" on center - staggered pattern Requires one Raft per 4.3 sq. ft. of surface area Recommended maximum attached load 7.65 lbs. per sq. ft. 2 layers of 5/8" gypsum panels weigh 4.6 lbs. per sq. ft. 28 HushFrame Raft Connectors H US H FRAME Installation spacing pattern 16-24-32 16 16 4-4.-16 16 16-4--.16 164.-0-16 4-14. 16 3/4w ' Wood tuning -- - - j-- 1,4,_ i 1 0 i 1 , 24 ., i . , . H .)-...,--) .,... 4 Cif 24 , 1 .. 32, 4 4 24 i w -0 iir 3/16-- Air gap 16" on center Wail Stud or Ceiling 3oist Framing 24" on center rows of Wood Furring or Metal Hat Channel HushFrame Rafts installed 32" on center - staggered pattern Requires one Raft per 3.3 sq, ft. of surface area Recommended maximum attached load - 10 lbs, per sq. ft. 2 layers of 5/8" ovosum panels welch 4.6 lbs. Der so. ft. 29 ....„..,.sU« • . HUSHFRAME HushFrame Raft Connectors Installation spacing pattern 16-24-16 16 -' 16--�-- 16— 16 16 16 16 16- 3/4' r Woad furring 24 II al II II 24 i 24 24 III 111 24 L 3/16" - -- Air gap 16" on center Wail tud or Ceiling Joist Framing 16" on center rows of Wood Furring or Metal Hat Channel HushFrame Rafts installed 16" on center Requires one Raft per 2 sq. ft. of surface area Recommended maximum attached bad - 18.75 lbs. per sq. ft. 30 At191.451.LULL . • USH RAME H HushFrame Raft Connectors Installation spacing pattern 16-16-16 16 .--- 16- 16- 16 16' ' 16 ..-1,-. 16 ..- Wood furring MIN WIN OM 1111111 1..11 ME MINI ME all -1 i it , i 16 ll 1111 ill II 1111111 III II i 16 II II 11 III 1 „ -1_,- rem 1' '; I 4, 16 III IIII al II 1 1 11' i 16ill II 11 1 I , 16 ' 11111 i 1 i 1 , i II 16 t 16 i JiL 4 _ _444,,,, ..,,-.0 1/2" 3/16"..-, Air gap 16" on center Wall Stud or Ceiling Joist Framing 16" on center rows of Wood Furring or Metal Hat Channel HushFrarne Rafts installed 16" on center Requires one Raft per 1.3 sq. ft. of surface area Recommended maximum attached load - 28 lbs. per sq. ft. 2 layers of 5/8" gypsum panels weigh 4.6 lbs. per sq. ft. 31 .,:. 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