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31A-218 (3) BP-2024-0478 81 HARRISON AVE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 31A-218-001 CITY OF NORTHAMPTON Permit: Addition PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-0478 PERMISSION IS HEREBY GRANTED TO: Project# ADDITION 2024 Contractor: License: Est. Cost: 31000 VALLEY HOME 077279 Const.Class: Exp.Date: 06/21/2024 Use Group: Owner: BARONDES BLAIR D&JANET BOWDAN Lot Size (sq.ft.) Zoning: URB Applicant: VALLEY HOME IMPROVEMENT INC Applicant Address Phone: Insurance: P O BOX 60627 (413)584-7522 6H62301-1 FLORENCE, MA 01062 ISSUED ON: 04/23/2024 TO PERFORM THE FOLLOWING WORK: ADDITION OFF GARAGE 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: Fees Paid: $201.50 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner 090t0 VW'NOidINVHltION SN01103dSN1 oNicrung do ld3Q Y PZOZ e 1. dd v he Commonwealth of Massachusetts . o y Boa d of Building Regulations and Standards FOR • ); VIA + MUNICIPALITY i. :v4ap A tau Mas achusetts State Building Code, 780 CMR USE lication To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 One- or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 1 " ''9 74F Date Applied: EV I&,)-7 )55 // __ 1-1-72-26vi Building Official(Print Name) Signature Date SECTION I:SITE INFORMATION . i 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers feit E- x r1 -4re- 77111 2. 1 —CAL; i 1.1 a Ts this an accepted street'! yes no Map Number Parcel Number - -- -1:3-Zoning-Informati :—_.----- .- ._ -- --Ii:4- Property Dimensions: • - • -- Att (-F.'O Zoning District Propcihd Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards 1 Rear Yard Required Provided Required Provided Required Provided /0 I tt, `'/I 11-5 I Li . I 1.6 Water Supply: (M.G.L c. 40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private❑ Zone: Outside Flood Zone? Municipal❑ On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' Z Owned of Md: k- Cn.CiL \ (.14.1kcatiOkt:r1 PI 141- 010(0a Name(Pi )) City,State,Z b,EJ[-�kit.Qcsr, 4(',-S-7S (oo2 ( No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition ❑ Demolition 0 Accessory Bldg. 0 Number of Units „Other 0 Specify: Brief Description of Proposed Work2: .141 1 i,CC. U( e6 is-t Cart':. . tv44.1 7Ztlr'_' 'N'1 ilk.'' -l- 1y y zZ — ain ve4-e r 4— 1.tc hS tA74 SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I.Building $ OM1. Building Permit Fee:$ Indicate how ice is determined: 1l CI Standard CityfFown Application.Fee 2.Electrical $ 0 Total Project Cost' (Item 6)x multiplier x 3.Plumbing $ ..---- 2. Other Fees: $ 4.Mechanical (HVAC) $ i List: I 5.Mechanical (Fire $ ---- .. Su ression Total All Fees: t pp ) Check No.t{4' )r ICheck Amount' oi.` ash Amount: 6. Total Project Cost: S ( i (l 0 Paid in Full 0 Outstandius balance Due: .r� SEC 1'ION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor license(CSL) Crri Z-19 (0 12t 202`-( 'L•3-e..e1 ¶ A‘IfFv r-v-t License Number Expiration cu.: Narne of CSL Holder List CSL Type(see below) Q. . '60-4 t.L;U(P -1 No.and Street Type Description l©1 O 02. U ! Unrestricted(Buildings up to 35,000 cu.tt.) FIC�t-Cr'1G'c �•'-'�` R I "Restricted l&2 Parni lv Dwelling City/Tow . rate,ZIP M Masonry" , '' // /1/ �— RC Roofing Covrring j.' DVS V4'indow and Siding SF Solid Fuel Burning Appliances StiN=1S22- I I Insulation Telephone Email address , D j Demolition 5.2 R egistered Home Improvement Contractor (HIC) Vi Tyr.)fir-0 dt mt.-,4 'fir tiC.. p rJcJL1 $LLD L e ?ITC Registration Number Expiration Date HIC Company2 Name or WC Registrant Name IP.o. T j�1C L.2 V (n 27 .. ___. _......... __..... ___. ............_... No.and Street Email address Ftc)t.-x-NC‹ m 0 tOto l- '-t\3-S'N--1S22- City/Tovim, State, ZIP Telephone SECTION b: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.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 building permit. Signed Affidavit Attached? Yes i' No D SECTION 7a:OWNER AUTHOR IZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize V k}_.4- SV.e,\rer'1 St1 qe✓r^r-LQ,r-•% to act on my alf,in all matters" relative to work authorized by this building permit application. p ` f D� Print Owner's Name(1";eetranrc:;iguatw•e)g/pf<-3(.]<!`o*7� Date SECTION 7h: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 th b st of my knowledge and understanding, S U0\J A. SrL 1/FRA4 4A19 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(lIIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at �,,,.r E ,•c��Information on the Construction Supervisor License can he found at\.iv-t R . ',e ir, do's 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half'baths Type of heating system Number of decks/porches l Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS -: f 212 Main Street • Municipal Building Northampton, MA 01060 sSiy {71�� • 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: k -1A-C.3 ei_r_AiCAA.."Ss The debris will be transported by: Name of Hauler: �Jemcr �- Signature of Applicant: A 401,- Date: The Cotnntitn tt•tatrlth of:tlassachuseus ; • Department of Industrial.Accidents 1 Congress Street,Suite 100 `;- . „ &)strata, :tl-d 02114-2017 ' t. ateWW-mastgns:/dia %%u,krrs•(•mnprosttian tmsttrztstr Bt ildrrs•( cYntrrcterb`f.lretr{t ii P1u 1bt,s. i() IiE•_ HEED 1%11H 1HE PERM r11st.At'1110k1T1. :kflnlicant Information ..--�� Please Print Leeiblt Name I/luau-4-as t "ntzinen Lid:Ni`e:ri is \1Ul.a�,t - ..._try �_i(J✓o,Je .. _____..__' i_ Lc Address: -b. t.U(O �7 — C'ity:St3ie:ZiP=. PkOrerN-L...�mcNr__...__ Phone n._._..-- - ►rr}ua ns emptu'cr'Cheek Ibr apprnpriattc box: 1 �r,lte of project(required): i.�1 a71 a tT.0,y1.7'..fed ..13 1T.^'7�nT¢'t7 01.,tuleA puti-bYR' k T 1• ! t 7. D r\C\1 Oo[tstnn-ttcen • l a n a wlc prop-whir ur-Y in71•0iip aa7}ia>ti iii i�iq t�ic:i Wicit.0 !.r uK a: • S. 2-Remodeling • a sy L tLrty.(NL'N eal r.'LT T�I.innman r: n,lulrod iat q ❑Demolition 2,0 1.1a a b7crx.i 1 µ+rag layvc11.:;No wirlaa .a,:yw. emu:na::.y:t:1.J ; 10 J Bulldtgi addition i.❑I..at a iartt+.).MCI MN/-.1t1 !;mg raIent z es 4u ccr.k:t aiI .rrx_,r cr.:._-e:t4. 1 v.di . r' izn•thai all turtr.►tun other Iglu r+c:rirn c:a-�-raat•ron rrrat:r_.•:.e or a:.x>et I 1 0 Et cc-n 81 reF.urs or addition pn�+ntivn Nstlt no employer,. . I ,_.a Plumhirnt repair'.or:addition. '. -'1 ant a ge:mr_•ral cualralot and i have luJtt1 thy:.11L tiwratt lurr kr.Ac,1 u:r the attached Ja.L3.0 Roof repairs 71.ac w!+C L 4. ur ac.Zxptu�r�a ar_>! c as ot•rza iumt+. :amarank:c-• 14.QOther h.❑we arc a co:p.=4:w=and Za oCi.X E•a..carnvcd by:cEai 't.�.^,s L1.'a p.7\<: . -- .._-_ �.T_..-.-_—- 1''.i it4i.:oat ire hen►au a mitnsa_(No aua#u5''a:rr.rctai t+uc I 'Ai:r,arpL.-.va1 that chxla het=1 roar alau fr11 uul •....lion I.•i.. .%Frtn.'nv then%:relent'iornplrmalrtm t+LIM.tatarru:iam. HI.SMO3NTIer.WI'.0 S basal L~.21 affidavit aridatatang they arc dvaa_all...AL all;then here uutvuic couUactura UU.n.t tubtaa a Cif.atfalavat umbezume sue t k'untrac tura that Ltxii ttan boa meal a:t:alaed an alstt..ma:.,.•.•t.ts��r>^.,1><narac.,rb.ukzva-i,nr,z LI.:.Le v.b,'Lhc=as xrt i4r.a=LYr.n.inatic i ark, n'a. If lc as lv it^L^c:xa rave rxz•I.n>n.thx a ptr•.ut.lhtx •41.3411.ia" traproan;.cutrt-s. I am an employer that is providing worker'compensation insurance for my employees Below is the polity and job site information. Insurance Company Name It P`-l.G ^�2 BSI Y ,'L Policy "-or Self-its Lee. =: lQ ac J(3\ — I .E pirate n Dace: 2.I i L?C)2 Job Site Address- 61 '�c l(\ City'St:lte.Zip:K)041-11411ittrirkz 14 lV 1te Attach a copy of the workers compensation policy declaratiuu page(showing the policy number and eiplrzn date). Failure to secure coverage as required under MIGL c. 152.§5A is a..-nmin al'\iotattoa punishable by a fine up to S 1.500_00 analog o one-year in pr o nnL as well as civil pi'a aloes:n the tint of a STOP WORK ORDER and a fine of up to 52 0.00.i day against the violator. A cops of this statement inav be fcn-\\"t>:diyJ to the Office of In\'estigations of the DIA for insurance coverage\•erificution. I do hereby certify under the , and penalties perju a I nfurmation prvrided above is true and carrect. Phone»: t'1ke2a- SSu;-,CD22- Ofcial use only. Do not write in this&rem to be completed by city or mien official ('its or Toain: Pcrtr.is.lLiccttse It Issuing Authorii' (circle one): 1.Board of Health 2. Building Department 3,t'it ,'l'u►\n( leek 4. Electrical In:larcror 5, Plurnhin2 [n,11i-1:kir 6.Other Commonwealth of Massachusetts kV' Division of Occupational Licensure Board of Building Regulations and Standards 1111' Constt:lon SVO,rvisor V 4 CS-077279 ' , E9tptres:06/21/2024 i i.�. ' :--1= r .1 STEVEN A SI VERmA }' • PO BOX 606 1 4 y i Y ,'l' i;l?`ir i �( V FLORENCE IV?A 0106111 .,,.L A +# � '` i it 1\. , rj1.1,A,A•:1• - fl"Ali �� it ' CO,m,Itss:.ner• 'le a 11 Y,,,..;17:_. • • THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affaits and Business Regulation 1000 Washing - t,- Suite 710 Bosto ri.;=Massachusetts- 02118 Home Im,I?ro`t=finen �.' ragfor`fe9istration a.: .->N, d - � �' �Ei t' _ '�i 114,_;�.. _ =r' Type: Corporation 't.� ---.;;_ :�.:-Registration: 105543 VALLEY HOME IMPROVEMENT INC "'t; `.-:-- '_-t .--fr Y:: E>..t-:i on: 08l20l2024 P.O. BOX 60627 ' mm * ..�. FLORENCE, MA 01062 "`.�'*.t , 1 `14-^--'--^� P., ./ \,jn♦ .::=- yp a-1 --.-r1 s--- Update Address and Return Card. I 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: TY PE-;orpordtion Office of Consumer Affairs and Business Regulation Registration z E-." 1000 Washington Street -Suite 710 'QAiisk�4 s: jEog12pl 1)24 Boston,MA 0211E1 'ALLEY HOME IMPRU F-M ;T�IN(.y^ `:;.! ;TEVEN A.SILVERMAW ti:lf;t _•_ 1 . '4[ RIVERSIDE DRIVEr* • -+ ��,:ti� - � A JAVi{7 :LORENCE,0.1IA 01062 ;' _• ' Undersecretary Not valid without signature riFORTEWEBMEMBER REPORT PASSED Level, Wall: Header 3 piece(s) 1 3/4"x 11 7/8" 2.0E Microllam®LVL A ems• .. ��� ,tea, 0 I 17 5' 0 0 Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual t Location Allowed Result LDF Load:Combination(Pattern) Member Length:18' Member Reaction(Ibs) 3387©2" 13322(3.50") Passed(25%) — 1.0 D+ 1.0 S(All Spans) System:Wall Shear(Ibs) 3333 @ 1'3 3/8" 13622 Passed(24%) 1.15 1.0 D+ 1.0 S(All Spans) Member Type:Header Building Use:Residential Moment(Ft-Ibs) 27330 @ 8'8 1/2" 30788 Passed(89%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 Live Load Defl.(in) 0.570 @ 8'8 1/2" 0.589 Passed(L/372) — 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.901 @ 8'8 1/2" 0.883 Passed(L/235) — 1.0 D+ 1.0 S(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 Roof Live Snow Factored Accessories 1-Trimmer-SPF 3.50" 3.50" 1.50" 1334 1027 2053 3387 None 2-Trimmer-SPF 3.50" 3.50" 1.50" 1273 961 1922 3195 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 7'2"o/c Bottom Edge(Lu) 18'o/c •Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location Tributary (0.90) (1.25) (1.15)Width Comments 0-Self Weight(PLF) 0 to 18' N/A 18.2 -- 1-Uniform(PLF) 0 to 18' N/A 24.0 - - DcfaiL'_oad 2-Point(lb) 8'8 1/2" N/A 1847 1988 3975 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 ForteWEB Software Operator Job Notes 4/5/2024 6:49:37 PM UTC Christopher Sella Valley Home Improvement ForteWEB v3.7, Engine:V8.4.0.40,Data:V8.1.5.0 (413)584-7522 File Name: barondes christopher@valleyhomeimprovement.com Weyerhaeuser Dana1 / 1 FO RTE VY E E3 • MEMBER REPORT PASSED Level, Roof: Flush Beam-type changed 2 piece(s)1 3/4"x 16" 2.0E Microllam® LVL ecaf ',1--,1- : 1 0 0 r` 1' 1 21' Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) Member Length:22'1" Member Reaction(Ibs) 5822 @ 2 1/2" 5950(4.00") Passed(98%) — 1.0 D+ 1.0 S(All Spans) System:Roof Shear(lbs) 4943 @ 1'8" 12236 Passed(40%) 1.15 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam Building Use:Residential Moment(Ft-lbs) 30940 @ 11'1/2" 35781 Passed(86%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC zo18 Live Load Defl.(in) 0.791 @ 11'1/2" 1.083 Passed(L/329) — 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 1.158 @ 11'1/2" 1.444 Passed(L/225) — 1.0 D+ 1.0 S(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/240)and TL(L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Live Snow Factored Accessories 1-Stud wall-SPF 4.00" 4.00" 3.91" 1847 1988 3975 5822 Blocking 2-Stud wall-SPF 4.00" 4.00" 3.91" 1847 1988 3975 5822 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 4'5"o/c Bottom Edge(Lu) 22'1"o/c •Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location(Side) Width Tributary (0.90) (1.25) (1.15) Comments 0-Self Weight(PLF) 0 to 22'1" N/A 16.3 -- -- 1-Uniform(PSF) 0 to 22'1"(Front) 9' 16.8 20.0 40.0 Default Load Member Notes (converted from:Roof Drop Beam) 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 ForteWEB Software Operator lob Notes , A 4/22/2024 12:08:48 PM UTC Christopher Sella Valley Home Improvement ForteWEB v3.7, Engine:V8.4.0.40, Data:V8.1.5.0 (413)584-7522 File Name: barondes Christopher@valleyhomeimprovement.com Weyerhaeuser Pano1 / 1