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25C-251 (139) BP-2022-0352 54 FAIR ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 25C-251-002 CITY OF NORTHAMPTON Permit: Temp Structure (Tents) PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2022-0352 PERMISSIONIS HEREBY GRANTED TO: Project# STAGE Contractor: License: Est. Cost: 7000 Const.Class: Exp.Date: Use Group: Owner: HAMPDEN HAMPSHIRE FRANKLIN & Lot Size (sq.ft.) Zoning: URB Applicant: SPENCER LAVOIE Applicant Address Phone: Insurance: 112 PARK RIVER DR (413)654-8800 WESTFIELD, MA 01085 ISSUED ON:04/07/2022 TO PERFORM THE FOLLO WING WORK: STAGES FOR EVENT 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: Gas: Final: Final: Rough Frame: Rough: Fire Department Driveway Final: Fireplace/Chimney: Final: 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: $100.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner I RECEIVE APR - 7 2022 Lille Commonwealth of Massachusetts Office of Public Safety and Inspections CIQt' Massachusetts State Building Code(780 CMR) " s PT OF DUI-nimtr jT�iri1tit Application for any Building other than a One-or Two-Family Dwelling �— NORTH4btf' r�jpC (This Section For Official Use Only) Building Permit Number:22-- 3 G3. Date Applied: Building Official: SECTION 1:LOCATION 54 Fair Street Northampton 01060 3 County Fair Grounds 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 0 Repair 0 Alteration 0 Addition❑ Demolition 0 (Please fill out and submit Appendix 2) Change of Use ❑ Change of Occupancy 0 Other 0 SpecifyUse of Fairgrounds for Carnival/Concert(STAGES) Are building plans and/or construction documents being supplied as part of this permit application? Yes CAI No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No DJ Brief Description of Proposed Work No Change in use or occupancy. Looking to erect mobile truck stages on sight and 2 2'ft high stages 24x16 and 32x32 with add on of 16x20 stage on each side of main stage 2ft high 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) ❑ 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 ta A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 0 F2❑ H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0 I: Institutional I-1 0 I-2❑ I-3 0 I-4❑ M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4❑ S: Storage S-1 0 S-2❑ U: Utility 0 Special Use El and please describe below: Special Use Description:Festival SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA 0 IB ❑ HA IIB ❑ MA IIIB ❑ IV VA 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: Public 0 Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be Licensed Disposal Site 0 Private 0 or indentify Zone: or on site system 0 required CI or trench or specify: 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❑ 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: City of Northampton �. qF Massachusetts L A Y; DEPARTMENT OF BUILDING INSPECTIONS , 212 Main Street • Municipal Building . Northampton, MA 01060 ?t ,�\ PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR COMMERCIAL & MULTI-FAMILY NEW CONSTRUCTION/ADDITIONS/ALTERATIONS 1. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work (Digital & Hard copy). 3. Site Plan with location of proposed structure(s) and setbacks. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CSL and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (if applicable). 8. Note any Conservation and/or Special Permit requirements (if applicable). 9. Driveway Permit (if applicable). 10. Proof of Water and Sewer entry fees paid (if applicable). 11.Trench Permit (if applicable). 12. Initial Construction Control Documents filled out and signed by the Registered Design Professional in responsible charge. 13. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Hampton Culutre argiuclutre sociecty DBA Name(Print) No.and Street City/Town Zip Property Owner Contact Information: 3 County Fair (413) 584-2237 Jamie@3countyfair.com Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: 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 O. 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 Company Name Name of Person Responsible for Construction License No. and Type if Applicable Street Address City/Town State Zip 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 issuance of the building permit. Is a signed Affidavit submitted with this application? Yes 0 No El SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)=$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ 47! Ol� (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 best of my knowledge and understanding. Spencer Lavoie �,� O ,v -r- 4136548800 4/6/22 Please rint a d sign na Title Telep ho No. Date Street Address City/Town State Zip E • ddress Municipal Inspector to fill out this section upon application approval: '< Name Date CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE City of Northampton • Massachusetts rt. �`. DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street fa Municipal Building � Northampton, MA 01060 '�a . " 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: Signature of Applicant: Date: The Commonwealth of Massachusetts "-- . Department of industrial Accidents 1 Congress Street,Suite 100 —. Boston, MA 02114-2017 fiwittmass.gorfdia Wrkers'Compensation Insurance;Affidavit:Bttilders/Contractors/Ekvtricians/Plumbers. -10 BE FILED WITH TIIE PERMEITING AUTHORITY. Annlicant Information Please Print Leeiblv Name(Business li.-,l,rtamza.tionindrvido at r. Address: CitY/StateZiP: _ , .. , ...,. .._ Phone#: Are•),tatil iiia entpktyer?Cheek the appropriate hot: Type of project(required):: 1.0 I.a eraplitym with erriployects I lull stator paritirrici* 7 9 New con 20 1 ant a sok proprietor to partnetakup and have tto employatat working fin nar th ' K. 9 Remodeling ally capacity[No workers'comp.msurance resturnati 9. 0 Demolition IT:j I ant a hotaktawnea doing all work myself.[No workers'corm.mural=requiredi" 109 Building addition 4.C3 I am a homeowner and will be hirnir assigns-km to condoet all work int IA!,peoptity. twill mare that all contranors either have workers'compensation insurance or aie sole 110 Fla.:tricot repairs or additions pruptiektra with no employees. I la Plumbing repairs or additions ..sC31 ara a ymeral contractor and I hash hated the submontraetors Lister!ort Ilse atritched sheet i 3.E]Roof repairs These sub-eiairraeiars hew employees arid have workers'comp.MIAMI/ice.:' 14.ED Other 6.f3 We arc a emporaturn and its offisass have exiacited their r4ht of otenspneeit per MGL c. 15.2,f l441.and st.t:last nit emplornes,[Ntt workers.cuaq.thatriatet requital.] *Ally applicant that chtvka bet.al mead also fill out the section below showine their workers ointipensation policy information. *Homeowners who sienna this affidavit Indic arm they are&tiny all work,and then hire outside contracs mutt submit a new affidavit trainatikg such. Contractom that check tin.bok Taus;lath:iv:L.'an allaintnA abatet thity.thy tht name al Lk atiNtaintrax:tyr,an:I,tatc v.litther-tit ra Ilium:.LI-attic,Bate ctrirf.. .,et:', It th:A.,,I,conlractors,lt. .:,..nit:-1,,,,°:,:.,:...,.1 it,,, rni,:im„,‘1,1,C:1,1:: A k,r1,.,:.-:,"_wig, policy nuells:1 lam an employer that is pro riding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: , Policy#or Self-ins.Lac.#: Expiration Date: Job Site Address: City-StateZip: Attach a copy of the workers'compensation policy declaration page(showing the peliC) 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 S1,500.00 artillor one-year imprisonment.as well as civil penahies in the form of a STOP WORK ORDER and a fine of up to S250210a day against die 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 the pains and penalties of pelary that the information provided above is true and correct Sinature: Date: Phone#: fOfficial use only. Do not write in this area,to be completed fry city or town official City or Town: Permit/License Issuing Authority(circle one): I.Board of Health 2,Building Department 3.CityrTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: .,,...,, Initial Construction Control Document b r „- To be submitted with the building permit application by a ta Registered Design Professional ,a` 9 for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Date: Property Address: Project: Check(x)one or both as applicable: New construction Fxisting Construction Project description I MA Registration N umber: Expiration date: ,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning1: Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project I understand and agree that I (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a'Final Construction Control Document'. Enter in the space to the right a"wet" or electronic signature and seal: Phone number: Email: Building Official Use Only y Building Official Name; Permit Noy Date: Note L Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised_If'other'is chaser.,proride a description. Version Ol 01 2018 Appendix 1 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incomplete Not Required 1 Architectural 2 Foundation 3 Structural 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing(include local connections) 9 Gas(Natural,Propane,Medical or other) 10 Surveyed Site Plan(Utilities,Wetland,etc.) 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review(521 CMR) 18 Workers Compensation Insurance 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction. Registered Professional Contact Information Reggie Hunt 3472809903 rhunt@4lifeent.com Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Please follow this link for construction control forms to be used by Registered Design Professionals. 400 ink CLARK REDER likem ENGINEERING 5/2/2019 Mobile Stage LLC 3 Berkshire Rd. Chelmsford, MA 01863 Attn: Joe Nagle RE: MAP24 Mobile Stage CRE Project No: 19.501.31 Dear Joe, We have reviewed the specifications and data sheets provided to us regarding the Marshall Austin Productions MAP24 Mobile Stage. Based on our review, the structure will be stable in wind speeds of up to 50 mph. It is our recommendation that any event using the mobile stage be suspended when wind speeds are expected to exceed 40 mph. Additionally we recommend that the mobile stage be lowered when wind speeds are expected to exceed 50 mph. All other manufacturer recommendations and loading criteria shall be strictly adhered to while the system is in use. We trust this information is sufficient for your needs at this time. Please do not hesitate to contact our office should you have any questions. Regards, Clark-Reder Engineering, Inc. OF % �00111,, � 0NWEAL1 =:_ 444,0 ��• ov NEW J �,, � <G M • .p ; �' p REGISTERED 0 ': JEFFREY M. % �Q .FQ` RFp `rc{ ,— V PROFESSIONAL REDER "it; STRUCTURAL - No. - JEFFREY MICHAEL REDER imik0.48535 0-11I+�019 = - • E0530061I ' :" W11)113114450,2,12 1 9 Jeffrey M. Reder, C.E. (MA, NJ, PA) Clark Reder Engineering,Inc.•4828 Business Center Way,Cincinnati,OH 45246•Phone(513)851-1223•Fax(513)297-0934•www.clarkreder.com 1 I 0 0 P��S OF Co(LW w II4 r-Ir d *fir "�• — {I�* ,_ � ""T„��^ ifi luN \ �� r OEfK 11ES1511EEI — — �• I — ii¢Me Ili��T — C �AMINO SCAMS INAli \ � u' MIWµ PMIE PMEL -si ......._ Y ONICRY,IIE WM TO MOE '‘r" iiii)_ le 1./A 104 lik, • TT 1111 TT 1111 /T \ •'-Ent /- J I tl ! �� M tl M ( C7y y �� y y tl y .i .I � n �J G I 1 * C 3 SiATION GEATRUSS 0 — I 0 i 0 1 0 1 0 I 0 jI1 STAGE nw PK. rM t rM QL41 Zm O• i _ ___ �1 __ I _ I _ I _L__� 1-_ __1_� — MSS UN I 34 - nLLwMrvBE j$,11}rd�•1 V /1 ill anK Ars-J 0 - Ill Mg • TRUSS\11 It ■ IIyA111 V >- - d _ I ,rwuY TM nwuY Alt Q" ` t - -'ru -_ - ICI ICI - ICI - I ,r 1 4 1pl ..,a0,1 B�1lrol feM•-0• q M 1d1.11. w 0 ! I I 0 11 = - ADM J J 11 I C, I 14 GA u I IJ I I II ON i GA ! ! 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RAVE Pall Ed r ` _ (BEI� 1.•-A.,WAGES REWFED 5051 LOW.GAR EA ENSIN TUBE ISA* !z!ORIES GD lirIII■III , III � RR iaa IIMIM t L41 I MAW ELEVATION END nl•.E•Mt 0.1111111 nu .24 on) MD MCMX kW 5T Russ ,.t-0 t ELEVATION ,,,, J STABILR3 TRUSS_ s o —S-1 1 :.�:><.,.,m, 1 OF 4 s I I M pG1 OF C Y sEE 9/S-,1 FOIm y t E•.tN. ]++' arty ;Ira' d (ear-To x)N INNS T-T MRRER 1R,s FRsT b,�• ELof tl..N t Form. /.A • .G f N _q 0041-M mum) LddA00 0 r65RJG}"(STEW_ M FIRST PNEL Of'Russ $bMLE ..` HSS2r2R}•BRIDGE BEAMS(TYPICAL EACH END) EA 9 MAXIMUM ALLOWABLE POINT LOAD 1000 POUNDS I AT NDSPAN OR QUARTER POINT OF BRIDGE BEAM I FOR TRUSS r-O•END CONDITION TYF m (DO NOT COIGNE WITH ALLOWABLE TRUSS LOADS FROM CHART) (uWQ RIMS i-I UNIFORMLY DISTRIBUTED !(is'XCl LOW I ,".CRAM All MOM III— CHEW } 10024 i , ` • MOlmil■T-, A . I/ ECTIWN 0 - 1 ®S —3/4.-0 INF X X q t1i.r ALMA muo N X X WW1'NI BRIDGE SEMIS(TTYpPIIpCALORICH END) ��, mot., WIAS INI o, a IRasl 000 1. N' wWWw W.Va. 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I I l'Pill). ,14II?4 !I I41 11 ;11, w ' hill 1) 1 _y Al iiiiill `. // ' '411 Ii110 'I iiii !i/ IlIll P � , .� V I ,I , 1,4 J' I CrN I. .Job No Street No R it ►C 1 3 Part Software iicenseo to Communcabons Servroes,Inc ,loeTina Stage Ref By tws Date29-Mar-01 Cho Chant Marshall Austin Productions F'b Stage.std Da1&TimG 08-May-2001 10:26 I '' to _�/C•� •► -..... .....01116.. .... ,,,iffr--,...0711*000. 0.0.0101100' ---w .441willrilr'w.41100411:%%.• . .00:4 '7:f..401".--d.1111611 '41Ike ti,mr.lr'.....0.e.:00 ,-.1r.00,-.V1i01 .111..iirox„. '. :),,; .,44~-ta;r0t1sITOP-5-00: 11‘ .Z31-- .4 e 1 elilLii 1 kit.—Vii 3 ILTAT---401)* 1 laillibib_.1411WW1141569,70.111"). Viiiit4 fliktiisti..., 1016 .11.- v•-• it • g - Whole Structure Displacements 0.1 in:1 ft 1 SELFWEIGHT+DEAD WEIGHT i Prim T reeilk r Od06I1001 10:26 STAAD/Pro for Windows Release 2000 Putt Run 3 of 3 MIL- Communication Services, Inc. 7720 E. Belleview, Suite B-350, Englewood, CO 80111 Telephone (303) 740-9585 Fax (303) 740-9608 May 8, 2001 Mr. Roy Mertik Marshall Austin Productions 13111 W. Alameda Pkwy., #28-F Lakewood, CO 80228 RE: 24' x 16' Portable Stage w/Canvas Tent Top Dear Mr. Mertik, In response to your request, CSI has performed a structural analysis on your portable stage. The stage analyzed by CSI is primarily constructed of aluminum with steel supports for retractable canvas covered tent top. The stage, when deployed, is supported by 5 mechanical jacks on each side of the stage for a total of 10 supports. The following is summary of our findings after the analysis of the stage. Allowable Loads: - Stage Floor Load— 100 psf - Tent Top Loading - Both sides loaded - 280 lbs @ each panel point— 10 points for a total of 2800 lbs - Single side loaded-400 lbs @ end panel points w/ 280 lbs at remaining 3 points—5 points for a total of 1640 lbs - Wind Speed—50 to 60 mph - Maximum Uplift on Tent Top— 13 psf These results are the basic findings of our structural analysis. Please see the structural report issued by our office for the complete design criteria and results. Contact CSI with any other questions. Sincerely, i •`� Q �: i Khristopher Scott, PE i • 3 :Q;; it) N Nk.2c; stage-Str u:t•wltef.doc I.