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29-495 (9) i BP-2022-1494 405 RYAN RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 29-495-001 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-2022-1494 PERMISSION IS HEREBY GRANTED TO: Project# POOL PAVILION Contractor: License: Est. Cost: 1000 FLORENCE ROOFING 071107 Const.Class: Exp.Date: 04/24/2023 Use Group: Owner: ANDRIKIDIS C PHILIP& SHELAGH M PAYANT Lot Size (sq.ft.) Zoning: WSP Applicant: FLORENCE ROOFING Applicant Address Phone: Insurance: 405 RYAN RD (413)585-9171 SOLE PROPRIETOR FLORENCE, MA 01062 ISSUED ON: 11/18/2022 TO PERFORM THE FOLLOWING WORK: INSTALL POOL PAVILION 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: r ),2 . W}t Fees Paid: $65.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner /'? ,� CAR �/ , / The Commonwealth of Massachusetts '7k w Board of Building Regulations and Stanilar S FO Massachusetts State Building Code, 780(� (ice <9Q(94 M IC ALITY Building Permit Application To Construct,Repair,Renovat 'eh a evil l Mar 2011 One- or Two-Family Dwelling v,,q A,cc 0; T/P This Section For Official Use Only tis Building Permit Number: el"-)X (cf gel Date'Applied: ^„s,.) ss /71 11- iB"ZoL2 Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assesssso�,s Map&Parcel Num erg, moo- TZ v tzo4 yy l�5 1.1 a Is this an accepted street?yes / no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 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,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private El _ Outside Flood Zone? Municipal❑ On site disposal systen 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: C. 1:N`.(,e 1 .,\,: rt\ 5 F(o.-ertc /1/444- O/C b?._ Name(Print) City,State,ZIP 11os lye.-•- tZo( CI'S-Zez-goo-, FI.,.-e ,cermC p 3 .,( No.and Street Telephone Email Ads SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction pi Existing Building❑ 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 Work1: 1,nS�.,,(` 4 p-ee k root ,�,.,1.4.. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official UseOnly (Labor and Materials) 1.Building $ ZOoD 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 Fees: $ Check No. Check Amount Cash Amount: 6.Total Project Cost: $ Z00 0 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) �/ 2-3. �. INt i4 v A ct ck ks license Number Expirati ate Name of CSL Folder tiaC Rya w ,2 List CSL Type(see below) No.and Street c'1 Type Description ✓GvG� QI O 0 Z Unrestricted(Buildings up to 35,000 cu.ft.) Restricted 18c2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) I "3 /7Z5 HIC Registration Number Exppir ion Date • HIC Company Name or HIC Registrant Name No.and Street Email address City/Town,State,ZIP Telephone SECTION 6: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 0 No 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner'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. /'//cizz v Print Owner's or Authorized Agent's ame(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" The Commonwealth of Massachusetts ► t I Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dia NIP~ Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information (� Please Print Legibly Name (Business/Organization/Individual): C c t`Yl Ph. ie ✓ A F•t 'c ;��� Address: 1-(0 f Ry City/State/Zip: /144 cu! 06z Phone#: 6"/I3- Z 6Z -- goo Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. ❑New construction I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.0 I am a homeowner doing all work myself.[No workers'comp.insurance required.]r 9. El Demolition 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOF repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. 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 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number 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/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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under t ains and penalties of perjury that the information provided above is true and correct. Signature: Date: t l/t 512? Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia 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: W°S l am 2 The debris will be transported by: /A The debris will be received by: Building permit number: Name of Permit Applicant C • Pk , 1,c A `r IG► ca(S It ►71zZ Date Signature of Permit Applicant 11/10/22,3:08 PM W Type I-beam search page Calculators Forum Magazines Search Members Membership Login Design Home • Standard Beams Steel W Type I-Beam Steel S Type I-Beam Steel Channels Steel Angles Aluminum I-Beams ; le Aluminum Channels Materials Design Processes Units • Common Beams Square I-Beam Tapered I-Beam Uneven I-Beam General Shape Square Channel Tapered Channel Square L Beam Rectangular L Beam Steel Wide Flange I-Beams Square T Beam Semi-tapered T Beam Tapered T Beam t Rectangular Cross t lif • Applications I Beam Bending Bibliography Depth (di - ► J � 3_ f, hf-P1 https://www.efunda.com/designstandards/beams/RolledSteelBeamsRltsW.cfm 1/3 11/10/22,3:08 PM W Type I-beam search page in x lbf/ft Area d bf tf tw Ixx (in2) (in) (in) (in) (in) (in4) Desktop Engineering W8 x 31 9.13 8.00 7.995 0.435 0.285 110 Design, simulation, test, prototyping and high performance computing. Negotiate Your Salary Learn the best principles to negotiate the salary you deserve! fro 3D Scanners A white paper to assist in the evaluation of 3D scanning hardware solutions. Salary Expectation 8 things to know about the interview question "What's your salary expectation"? O more free magazines lib https://www.efunda.com/designstandards/beams/RolledSteelBeamsRltsW.cfm 2/3 CS Beam2021.5.0.8 Phil pool house 11-10-22 lanBeamEngine 2018.9.0.1 Florence 3:03pm Materials DataUese 158'7 1 of 1 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracng:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live,U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 31.0 PLF Filename:Beam3 Other Loads Type Trb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top la 0.00" 20'0.07 14'0.00" 40 10 Sncw 2000 20 00 Beatings and Reactions Input Mn Gravity Gravity Location Type Material Length Requied Reaction Uptjft 1 0'0.000" Wall SPF#3/Std2xor4x End-Grain(650psi) 5.500" N/A 7028# — 2 2t70.000" Wall SPF#35hid2xa4x End-Grain(650psi) 5.500" N/A 7028# — Maximum Load Case Reactions Used for appryiig pout bads(or fne bads)to mrryng nenbaa Snow Dead 1 5384# 1644# 2 5384# 1644# Design spans 19'2.750" Product: W 8 x 31 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Actual Width 8.000" Actual Depth 8.00" Web Thickness 0285" Allowable Stress Design Actual Alowable Capacity Location Loading Positive Moment 33.79k# 75.62k# 44% 1a Tidal Load DtS Shear 7.03k# 45.60k# 15% 0' Total Load D+S LL Deflection 0.54017' 0.6410" U427 10' Tidal Load S TL Deflection 0.7049" 0.9615" U327 1 a Total Load D-S Control:LL Deflection N product names are trade rate of thee respective onners Copyright(C)2018 by Srrpson Strong-Te Company he ALL RIGHTS RESERVED. "Pasrg is derned as when the member,tloorjoist,team or gidet shone on this drawng meets appkable design arena for Loads,Loadhg Conditions,and Spars Lied on the sheet.The design must be reviened by a Warred de9aner or dtvsc r professorial as requied for approval The design assumes product r>sfalaborr a000rd'ng to the manufacturer's xeddralions CS Beam2021.5.0.8 Phil pad house 11-10-22 1m,BeamEngine 201&9.0.1 Florence 3:02pm Materials Database 1587 1of1 Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracng:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 31.0 PLF Filename:Beam3 Other Loads Type Trb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top Cl 0.00" 20'0.00" 10'0.00" 40 10 Snov , , isilinummili 20 0 0 0 0 2000 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000' Wall SPF#35UL.id2xor4x End-Grain(650psi) 5.500" N/A 5105# — 2 20'0.00t7' Wall SPF#3Stid 2x or 4x End-Grain(650psi) 5.500" N/A 5105# — Maximum Load Case Reactions Used for applying poht bads(or fne bads)to arryng rrrartere Snow Dead 1 3846# 1260# 2 3846# 1260# Design spans 19'2.750" Product: W 8 x 31 (50ksi) PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. I Actual Width 8.003" Actual Depth 8.00" Web Thidmess 0285" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 24.54k# 75.62k# 32% 10' Total Load D+S Shear 5.11k# 45.60k# 11% 0' Total Load D+S U_Deflection 0.3857" 0.6410" L1598 10' Total Load$ TL Deflection 0.5121" 0.9615' U450 10' Total Load D+S Control: LL Deflection Al product names are traderrrarls of the,'respective owners Copyright(C)2018 by Sirps a SUong-Te Carrpany he ALL RIGHTS RESERVED. **Pangs defined as Men the member,floor joist,beam or gide r shown on this dravig meets appicable design aiens for Loads,Loading Conditions,and Spans Bled on the Meet.The design must be reviewed by a quaffed designer or desijr professional as required for approvaL The design assumes product nstalation aaordng to the manufacturer's mediations. 4= N 33'47'24" E 102.14' 1 --A-7 Z,. 1 °__ stockode '— 10r- 'nce• / pool house 1 • /ac, • ii • I-? C. PHILIP ANDRIKIDIS AND . SHELAGH M. PAYANT o BOOK 11427, PAGE 273 AM/ /405 SEE: PLAN BOOK 131, PAGE 34 PARCEL 8 / . ASSESSORS MAP 29 — PARCEL 495 1 ° ZONING DISTRICT — URA/WSP o� .0 N 3,0 c O o N 1.7. CD 4.CIO 75.5, m • M shed 0 0) c 0 4-' • / n o 0' 16 , , dwelling o #405 N L_ ; — — a 21.0' Q —_ I A 1 a� I a l l 4t 100.00' i ---- S 38'01'33" W t J RYAN ROAD "BUILDING PERMIT PLAN " PLAN OF LAND IN N ORTH AM PTON , MASSACHUSETTS PREPARED FOR P��N °FMASs9 C. PHILIP ANDRIKIDIS & SHELAGH M. PAYANT RANDALL �0 l SCALE: 1"=20' FEBRUARY 19, 2019 E. -i HAROLD L. EATON AND ASSOCIATES, INC. 3503 REGISTERED PROFESSIONAL LAND SURVEYORS #35032 �95���� 235 RUSSELL STREET — HADLEY — MASSACHUSETTS "0 SUR‘E�° 413-584-7599 413-585-5976 (fax) email — hleaton©aol.com 0' 20' 40' 60' s ! ! 1111 I IIII r , , 1 ' WWI.. i . 1 1 1 I 11 Ill 11 WitIXIMININIMOMIMOMMIllill I I I I ' I • ' I IIIIIIIIIIM 1 111111111Afti• 1 I •rinir=a411:1M1Wr=1", ==.0..M.MICAMIMML.:...T17-",c-. tr 4.11=M14ZIANiMILIVAIP2==rrilAriiiiMINar , ' ' 1 ! 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