Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
30B-034 (4)
247 RIVERSIDE DR BP-2021-1143 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:30B-034 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Deck BUILDING PERMIT Permit# BP-2021-1143 Project# JS-2021-001918 Est.Cost: $7000.00 Fee: $65.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: DANIEL K DACRI 10598.9_ Lot Size(sq.ft.): 12806.64 Owner: DACRI DANIEL Zoning: URB(100)/ Applicant: DANIEL K DACRI AT: 247 RIVERSIDE DR Applicant Address: Phone: Insurance: 247 RIVERSIDE DR (617)543-2843 Workers Compensation FLORENCEMA01062 ISSUED ON:4/9/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:NEW FREE STANDING DECK, NEW SLIDING DOOR 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. I • Ir ),9 Certificate of Occupancy Signatur I. FeeType: Date Paid: Amount: Building 4/9/2021 0:00:00 $65.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner 2 - 0t< File# BP-2021-1143 APPLICANT/CONTACT PERSON DANIEL K DACRI ADDRESS/PHONE 247 RIVERSIDE DR FLORENCE (617)543-2843 PROPERTY LOCATION 247 RIVERSIDE DR MAP 30B PARCEL 034 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLI: • 'EQUIRED DATE ZONING FORM FILLED OUT Fee Paid if) Building Permit Filled out Fee Paid Typeof Construction:_NEW FREE STANDING DECK,NEW SLIDING DOOR New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105989 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ,x Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay 416k1 .C5C- ; a) n, Signature of Building Official I I Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 1 The Commonwealth of Massachusetts APR - J Board of Building Regulations and Standards 2(�� 1FOR' Qty MUNICIPALITY Massachusetts State Building Code, 780ICMR_NT o""Fa_ USE � �>js .414 d3ar2011 Building Permit Application To Construct, Repair, Renovate �q moso One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 6---?/-//'3 Date Applied: Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Addre 1.2 Assessors Map& Parcel Numbers RiMr5i Dr ` o3 03y 1.1 a Is this an accepted street?yes , / no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: ykais 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 /0 Y0 15" /9 .)-a 36 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private El Municipal Outside Flood Zone? Municipal 0 On site disposal system 0 Check ifyes❑ SECTION 2: PROPERTY OWNERSHIP' 2 Owner'of Record: ii F/ /r , /74 OA26L Name(Print) City,State,ZIP ?Y 73 RI45)LK.Di 6/7_--v3"dR L/3 G�'Rn er, Mq)/Co/ti^ Add No.and Street Telephone Email s SEVION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': Neh/ 4i.eZ,- v4Jr dec., art -pit_ in l/ Sbc�ih3 door A.A.1,n- r✓ r�P, , ow toXi s}5 i�fiie- go, 4 , A y :der, SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ ‘1 Oa) 1. wlding Permit Fee: $4.5'' Indicate how fee is determined: 2.Electrical $ Standard City/Town Application Fee 0 Total Project Costa (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire Suppression) $ Total All Fees: $ 601'..- Check No. Check Amount: Cash Amount: 6. Total Project Cost: $ WO 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS /oc Wd-01- r)iLicense Number Date Name of CSL Holder ,� 1 Rr lI List CSL Type(see below) No.and Street Type Description y U Unrestricted(Buildings up to 35,000 cu.ft.) ' dY.Y1�.) a�- � R Restricted 1&2 Family Dwelling City/////"�771T'own,State,ZIP M Masonry RC Roofing Covering WS Window and Siding !' D SF Solid Fuel Burning Appliances 9 7 3 d 3 al r'l4 I limit CQW I Insulation Telephone Email aMbiesi D Demolition 2 Registered Home Improvement Contractor(HIC) ge)-q29 9/4w11 C() HIC Registration Number Expiration Date HIC Company Name gr HIIRegistrant Name ;Li giktr9 �� No.ond ROr O 04 Z 641. —ce/3 ]E6 Email address City/Town,State,ZIP Telephone�J SECTION 6:WORKERS'COMPENSATION INSURANCE A}'I'IDAVIT(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 V No...........O SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT CONTRA TOR APPLIES FOR BUILDING PERMIT I, er of the s ject perty,hereby a orize o act on my behal in matters relativ o worrauthorized by this building permit application. J7avt .1�icrj S y/ Print er's Name(Electronic Signature) 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 best of my knowledge and understanding., _ 4/S 7. Print Owner's or uthorized 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(HIC)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 www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 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 Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CITY OF NORTHAMPTON SETBACK PLAN, J MAP393 LOT:03`7 LOT SIZE: REAR LOT DIMENSION: -] REAR YARD 36 /74 SIDE YARD l 1 M ' /' SIDE YARD !I/ FRONT SETBACK ?C) FRONTAGE City of Northampton a% Mp'Oti`. sus - s ��",� ` Massachusetts �4, 1.-- •'<< 1 (e; p"i ' DEPARTMENT OF BUILDING INSPECTIONS y 212 Main Street • Municipal Building vb ca ' `y Northampton, MA 01060 s 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: Valle C,rn l The debris will be transported by: Name of Hauler: iPv\.. 3CT) Signature of Applican -r"'�_ Date: Y/cA The Commonwealth of Massachusetts _"— I. Department of Industrial Accidents in,-=- 1 Congress Street,Suite 100 �E= Boston. MMA 02114-2017 WNW.massgov/dia 11 token'Compensation Insurance Affidavit:Boildersicontracto&EkctricianulPlumbrr%. `I'O BE FILED N'rut Ito rEastirl'IN(,A1rT11O1t1'1'!'. Applicant Information Please Print Legibly Name(BustncssOrranirsturn1ndividon1):-?�.. -- �'�•�'1 .,.(7) Address: 441-, -R.,)&01 4. 'DE_ City/State/Zip: f icd e1/ice.-drA. 0100- Phone#: G)-+ _V/3 ' '3 AreEwya. yes?Cl ttrr appropriate hat: Type of project(required): t. I am a employ is with v_, talfaloyaes kfult and or part-tinsel• 7. 0 New construction 2.]I am a xak proctor or pautaaeiip awl have on mph"ta"s workana fur mr in 8_ 0 Remodeling any capacity.(No workers'comp.iirtiaan e 11.111.131131.1 30 I am a homeowner doing all work myself. nt[No workers`comp. urara-e removal.]' 9. ❑Demolition 10®Building addition J.n I am a homeowner and will be hirer contractors to conduct all work on my property_ I will c"+immure that all cuaura.twa either have woik 'compensation owuraroe or are made 1 I a Electrical repairs or additions profwiettini with no employees,.. 12.®Plumbing repairs or additions Sri t am a general ctintractor and I have hied the sob-euntra[tars fisted ao die attached,her. I ROOF ,atlS These subcontractorshare employesCud(trotwtrkers'wrap.irnmaacat repairs These d.�We are a corporation anti its officers have exercised their tyht of exemption per hit;L e. 14.3 ilhc 152.§I14),and we have no employees.No workers'cusp.issue awe minima! l *Am applicant that chocks brit[a'l must also fill out the section Irelaaw%h.A4,mg then worker campetsttioe policy infartnatiun- t hlaatexuaa nee%who solvent this affidavit indicating they are doing all win k and then hire outside c nttatt rs mitt]submit a new affidavit indulging such_ k`ontr:ac tor,,that check this box mum attached an additional sheet shuw m r the name of the tuh►commeturs and state whither or ask those entities have catilaloyee,. It the sub-contractors Cave employees.they must preside tttea workers"comp..policy number. I am an employer that is providing workers°compensation insurance for my employes. Below is the policy and job site information. Insurance Company Name: Grin.(Ge I115 C O Policy#or Self-ins.Lie.#: I C-/a l C73? Expiration Date: 1 d./1 iiJ i Job Site Address: •)""l' r's) .-orsi& D city/Stat&Zip:f OC"V1&) 110 O)O Attach a copy of the workers'cempeosaties policy drdaratlou page(shots the policy nnaaber and expiration date). Failure to secure coverage as required under MGL c. 152,*25A is a criminal violation punishable by a fine up to$1,500.00 and?en one-year imprisonment,as well as c' ' hies in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the v' ' . • copy of s tat t may be forwarded to the Office of Investigations of the DIA for insurance coverage • ' tcation. I do reby certify nder th rains on sallies of perjury that the information provided a re''true and correct. Sibnhature: Date: / c ').'/ Phone#:C!1 5-93 d-Ei3 Official use only. Do not write in this area.to be completed Fir city or town official I ('its or Town: Permitil.icense# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.('itsfiown Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other IContact Person: Phone#: T . 1 v a" ---1 4 • S0 mow .... --...i c• t Y .ill r-./ 4 F= r-1.-- Illf rra r III oiy�. g,h4r5')A.- Of A 1cr) &11--5V3-a ,Y3 * Ff Q 5)4-1465 clzek,, Na L- c_0,46.c )00, r . ., ' i : ., . , ,. . , , , _ ______ __ ___,,r__, axq �*�( � i i��"'af .. .. _.... . t . , i .. . . 1 1171 \ \ 1 .., ... ( a) ..Xg ?raft\ . - . --. _- ... . I diM iiiii iiii iiiii iiiiikra Mill 111111111i Milli 1111111111i Mal ' i E''' -41 0A_ lin szyomvt,_ w,F)4 f1, k kr'- #0 Pi y j beR v' I / Rf( ç, U/ IMG_5904 IPg DCitV -Docr j 6/ 15 v,J J / 3 . \ \ \\\*,''''''''' 0,,,,,,,,,,,,,,e,"\\:s> e., ,,,„ , r)(i3O-4 0,- j? \ ! ',. ' .,,r _ 11 jj)\ '( 89 r rF 7 a_ I 1 I 1 I I I I I I1I II II I I �i- 1 I I1 i 1,I1,I�1�11,11� I 1 , 1 a1 r 11 ` rttr" N: 1 ,,,,4 \ , 1Ij 5I G�Z https://mail.google.com/mail/ca/u/0/#inbox?projector=1 I CS Beam 202).1.02 Barbeau 4-5-21 1m,BeamEngnte 201&9.0.1 Williamsburg 11:52am Materials Database 1572 Lawtan N111 Rd 1 of 1 Member Data Description: Member Type_Joist-- Application:Floor Top Lateral Bracng:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PSF Deflection Criteria: U360 live,L/240 total Dead Load: 10 PSF Deck Connection:Glued&Nailed Filename: 16ft Beam1.K n / 1 6 0 0 9 0 0 / 1 6 0 / 12 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Requked Reaction Uplift 1 1'6.000" Wall SPF#3Studacor4x End-Grain(650psi) 3.500" 1.51r 305# - 2 10 6.000' Wall SPF#3/Stud2xor4x End-Grain(650psi) 3.500" 1.500" 305# - Maximum Load C sip Reactions Used for apptyrrrg porn bads(or the bads)to carryng nearfirers Live Dead 1 245#(245p1f) 60#(60p1f) 2 245#(245p1f) 60#(60plf) Design spans 1'6.000"(left cant) 9'0.000" 1'6.000"(right cant) Product: SYP(PT MCA) 2 x 8 2.0"O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 495.Y# 1574.Y# 31% 6' Even Spans D+L Negative Moment 56.# 1574.V 3% 1.5 Total Load D+L Shear 200.# 1269.# 15% 1.51' Adjacent 1 D+L Max.Reaction 305.# 3284.# 9% 1.5 Adjacent 1 D+L LL Deflection 0.0729" 0.3000' L1999+ 6' Even Spares L TL Deflection 0.0887' 0.4500' U999+ 6' Even Spans D+L LL Defl.,Lt -0.038g' 02000' 2L/925 0' Even Spans L TL Dell.,Lt -0.046g' 0.2000" 2U768 0' Even Spans D+L LL Dell,Rt -0.038g' 0.2U]U" 2U925 17 Even Spans L TL Dell,Rt -0.046g' 0.100t7' 2U768 17 Even Spans D+L Control: Positive Moment DOLs: Live=100%Snos 115%Roof=125%Wind=160% Design assumes a repetitive member use increase in bending stress 15% This member has been designed in a000rdance with NOS 2012 Al produd names are trademarks of the respective Genes Doug Hudgins rk Miles Inc. Copyright(C)2018 by Smpron Strong-Tie Company he ALL RIGHTS RESERVED. "Paserg s defined as Men the mobster,floor Pam,team or gide r,thpoan on the drawng meets appi able design miens for Loads,Loadhg Conditions,and Spans fisted on the d eet.The dean must be rave ed by a quaffed designer or dean professional as requred for approval.This detign acmes product hslalatcn aonrdng to the manufacturer's spedfcations CS Beam202(11.02 Barbeau 4-5-21 IaaBeamErrgine201&9.a1 Williamsb MaterialsDalatese 1572 11:47am Lawton Hill Rd 1 of 1 Member Data Description: Member Ty :Beam Application:Floor Top Lateral B tinuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U360live,U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 5.7 PLF Filename:40ft Beaml.K Other Loads Type Trio. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0'0.00" 16'0.00' 6'0.00" 40 10 Live ^ 1 I'y I ., / / / 1 0 0 7 0 0 7 0 0 / 1 0 0 / © © 16 0 0 / Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 1'0.000' Wall SPF#3Stud2xor4x End-Grain(650psi) 3.500" 1.500' L 1246# - 2 50.000' Wall SPF#35tud2xa4x End-Grain(650psi) 3.500" 1.570' 2661# - 3 150.000' Wall SPF#3tStud2xa4x End-Grain(650psi) 3.500' 1.500' ( 1246# - Maximum Load Case Reactions Used for appgng pont bads(or fne bads)to caning members Live Dead 1 1001# 245# 2 2100# 561# 3 1001# 245# Design spans 1'0.000"(left ant) 7'0.000" 1'0.000"(right oant) Product: SW(PT MCA) 1 2 x 8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nar 0"oc Design assumes continuous lateral bracing along the top . Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Alowablle Capacity Location Loading Positive Moment 1345.W 2738.W 49% 4.15 Even Spans D+L Negative Man ent 1856.Yt 2738.# 67% 8' Adjacent 2D+L Negative Unbrcd 1856.7k 27383t 67% 8' Adjacent D+L Shear 1146.# 2538.# 45% 7.65 Adjacent2D+L Max.Reaction 2661.# 65681# 40% 8' Adjacent 2 D+L LL Deflection 0.0570" 02333' Lit09I 4.15 Even Spans L TL Deflection 0.0655' 0.3500" U999+ 4.15 Even Spans D+L LL Del.,Lt -0.0278" 02000' 2U862 0' Even Spans L TL Defl.,Lt -0.0.171" 02000" 2U746 0' Even Spans D+L LL Del.,Rt -0.0278" 02000' 2U862 16' Odd Spans L TL Del.,Rt -0.0321" 02000' 2L1746 16' Odd Spans D+L _ Control: Negative Moment DOLs:Live=100%Snovtp115%Prof=125%Wind=160% This member has been designed in aoxxdance with NDS 2012 Al product names are trademarle of their respective owners Doug Hcdgins rk Miles Inc. Copyright(C)2018 by Smpsm Strong-Tie Company he ALL RIGHTS RESERVED. "Passtg a defned as erhen the inembe,fba pit,beam or gibe r,loran on the dravwng meets appioable design criteria for Loads Load'ng Conditions,and Spans Isted on the sheet.The design must be revered by a quaffed designer or design professional as required for approval.The design assumes product btalation aoxedhg to the rnanufadurer s specifications