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32A-101 (6) 30 MARKET ST BP-2020-0347 GIS#: COMMONWEALTH OF MASSACHUSETTS Maa:Block:32A- 101 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: renovation BUILDING PERMIT Permit# BP-2020-0347 Proiect# JS-2020-000591 Est.Cost:$29000.00 Fee:$203.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: FORREST DEVINE 95779 Lot Size(sa.ft.): 0.00 Owner: MARKETSOUARE CONDOMINIUM TRUST C/O JANET GEZORK Zoning: CB(100)/ Applicant. FORREST DEVINE AT. 30 MARKET ST Applicant Address: Phone: Insurance: 129 LOVERS LANE 413 478-96910 WC GRANVILLEMA01034 ISSUED ON.1011612019 0:00:00 TO PERFORM THE F LL0WING WORK:I NTERIOR RENO 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 tKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES ANULATIONS. Certificate of Occupancy Si nature: FeeTyne: Date Paid: Amount: Building 10/16 2019 0:00:00 $203.00 12 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2020-0347 (\ APPLICANT/CONTACT PERSON FORREST DEVINE ADDRESS/PHONE 20 HARTLAND HOLLOW RD GRANVILLE (413)214-8629 PROPERTY LOCATION 30 MARKET ST "V MAP 32A PARCEL 101 001 ZONE CB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INTERIOR RENO New Construction Non Structural interior renovations Addition to Existing Accesso Structure Building Plans Included: Owner/Statement or Lic se 95779 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional ermits 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 E PW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Cor servation Commission Permit from CB Architecture Committee Permit from Eln Street Commission Permit DPW Storm Water Management Demolition Del y �0 /t0 Sig ture of Building Official 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 tol those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. i Version 1.7 Commercial Building Permit May 15,2000 Department use only Cily of Northampton Status of Permit: Bu Iding Department Curb Cut/Driveway Permit - SEP 1 7 2019 12 Main Street Sewer/Septic Availability ROOM 100 Water/Well Availability LDEPTOFBUILDINGINSPECTI Ort ampton, MA 01060 Two Sets of Structural Plans RTHAMPTON, �0 - 7-1240 Fax 413-587-1272 Plot/Site Plans APPLICATION TO CONSTRUCT, REPAIR, RENOVATE,CHAN GE T E OF, R DEMOLISH ANY BUILDING OTHER THAN A ONE OR FAMILY DWELLING SECTION 1 -SITE INFORMATION SEP 1 7 2019 10 � 1.1 Property Address This section t be c mpleted by office .} Q{-�, J?EPT OF BUILDING INSPECTIONS 3 0 �1 Lv.�` v o }� '\ mmaNnF1THAMPTON,MA 01060t Unit N V r�r t v� " ` O��6 v Zone Overlay District --_— Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: S [-�13• s$(a • 231 Signature C Telephone 2.2 Authorized Agent: Name(Print) U Current Mailing Address: (� h1�S •�`i G •-1511 Signatur v Telephone SECTION 3 -ESTI TED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building ' d 00 o0 (a) Building Permit Fee 2. Electrical 00o0 Estimated Total Cost of V �UU.�(� Construction from 6 3. Plumbing U VU CO Building Permit Fee V . 4. Met;hanical (HVAC) av3 5. Fire Protection 6. Total =0 + 2+ 3+4+ 5) 2 ()Qo Check Number This Section For Official Use Only Building Permit Number Date Issued Sign tures i c��j 19 Buil n Commssioner/Ins ector of B n s Date / 9 P 9 Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations NJ Existing Wall Signs ❑ Demolition N� Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use&K Other ❑ Brief Description Enter a brief description here. t'e rnov I �J &�P n is I lA>'(&C, ,-OLirorp u-A Of Proposed Work: I C�LI�INI In8}q,lll Aew � IGQ,�j P I11��IV 1 ) -3hR Ruck—c4e t j(Vl 11 rQ C- 14. 5� SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND/OR CHANGE IN USE Existing Use Group: c) �.�S -j Proposed Use Group: ' ►W r S D� N __; Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(so 1 St 5 0 1 3t �L 50 2 nd...___...... 2nd _ _ 3 rd 3rd 4th j 4th Total Area (sf) Total Proposed New Construction s' 6 _ 1650 Total Height(ft) I-� t Total Height ft v1 7.Water Supply(M.G.L. c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage isposal System: Public Rf Private E] Zone Outside Flood ZoneT MunicipalKZOn site disposal system❑ Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONiWiTJ Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear - 0 Building Height Bldg. Square Footage i65U k U V % voo too Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces 5 Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW © YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained © , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: -ribo _ Wilt be reuitwo-A w( C,+y pvtdr E. Will the construction activity disturb(clearing, grading, excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes Q No O SECTION 11 -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, V e.Z.E��� as Owner of the subject property hereby authorize K' '1 ' �" ► ' to act on my behalf, in all matters relative to work authorized by this building permit application. Z�o 1 Signature of Owner Date i, as Owner/Authorized Agent hereby eclare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Mkj�l cuw S-�,c,, JIJA Print Nam(-J f G / Signature f caner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder amt vi ne- License Number Ad Expiration Dat � 1 -l �•Gvit Signature Telephone SECTION 13-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 (9 No O The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston, MA 02114-2017 www massgov/dia NVorkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Lezibly Name (Business/Organization/Individual): ,D" 4 iqe C-6 1osc-Tu f-co/7 Address: k2ALO V ALYS Lain urkm City/State/Zip: GrrimlU"A OQ hone#: 3 214 - 'J�JoZq Are you an employer?Check the appropriate box: Type of project(required): 1 I am a employer with��employees(full and/or part-time).* 7. []New construction 22..❑I am a sole proprietor or partnership and have no employees working for me in $, g Remodeling any capacity.[No workers'comp.insurance required.] 9. ZDemolition 3.F_1 I am a homeowner doing all work myself[No workers'comp.insurance required.]t 4.F�I am a homeowner and will be hiring contractors to conduct all work on my properly. I will 10❑ Building addition ensure that all contractors either have workers'compensation insurance or are sole I L[B electrical repairs or additions proprietors with no employees. 12.gPlumbing repairs or additions 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.[:]Roof p Roof re airs 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.] *Any 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.#: n Expiration Date: Job Site Address: ,(,(/�i Zi+ City/State/Zip:km M)� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expirat on 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 hereb fy un nd penalties of perjury that the information provided above is tr a and correct. Si nature: Date: Phone#: l IF 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#: T'a t uts 1 - ' t ... P,rvice.�s� )( JACj , i vv� racy -� r __► X, 1 I 30 a r2.,c�O Inn NE CB HE E UTURE Cb y�u_ DRY ELL EXI TS Future 8"PV catch basin (FUTURE NEW PAVEMPNT u. I _ 1 1/2"BASO VFINISH _F 50'O _ _ — _ OVER 8"C3RAVEL IGHT POLE CONDUIT 0 i 38'0°. EW 6" o SCHEDULE 35 #i6 911011! STORM DRAIN #26 O EXISTI E N CATCHBASIN 30 ATCH 2-411SCHED 2" SCHED 40 CABLE DOWN 33" MARKET STREET :HED 40 100 PR TELE DOWN 33" Sep 17 19 10.32a Mason Agency 14135692308 p.2 CERTIFICATE OF LIABILITY INSURANCE DATE 09118/2019Y) 09!18!2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this Certificate does not confer rights to the certificate holder in lieu of such endorsoment(s). PRODUCER CONTACT NAME: THE MASON AGENCY PHONE .No ,,413-569-2307. Ne•413-569-2308FARM FAMILY CASUALTY INSURANCE Ca 504 COLLEGE HIGHWAY ADOREss THEMASONAGENCYAMERICAN-NA IONAL.COh4_ SOUTHWICK, MA 01077 INSURERS AFFDROtNGCOVERAGE NAICN INSURED INSURER A:FARM FAMILY CASUALTY INSURANCE 13803 INSURER 9: DEVINE CONSTRUCTION, INC INSURERC: P 0 BOX 343 INSURER D: GRANVILLE, MA 01034-0343 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CER7 FY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AQDCSUB LrR TYPE OF INSU RANCE POLICY EFF POLICY EXP' ri POLICYNUMBER M I I YYY1 IfVtMTDDIYYYVI. LIMITS ACOMIrJERCIALGENERAL LIABILITY 2001 X1591 07119/2019 07119/2020 EACH OCCURRENCE S 1.000,000-.000 000 CLAIMS-MADE I ^I OCCUR DANA E T N7EC X' SELECT BUSINESS PKG gocgy�re S 100,000 �IAECEXP(Rnyonece-son) S 5,000 i PERSONALdADVINJURY $ 1,000,000 i GEN'LAGGREGATELimrrAPPLIES PER: GENEFALAGGREGAT_ $ 2,000 000 POLICY I JECOT- El LOC PRODUCTS•COW P/OPAGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY C NBINEC SINGLE LIMIT S AO c' ANYAUTO BODILY INJURY Iry person) S AUTOS TOSS AUUTOSTOSSCF-EDLEO BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNEDAUTOS j PROPEF?TYDANFAGE r aid S $ UMBRELLALUtB OCCUR EACHOCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGAT_ $ DED RETENTION S A WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY2001 W$165 07119/2019 07/19!2020 T PR CT"- ANYPROPRIETORiPARTNFRIEXECUTIVE YIN' OFFICERIME106ERFECCLUC£D9 �INIA E.L.EACH ACCIDENT $ $00,000 (Mandatory In NH) 1es•describe under E L.DISEASE-EA EMPLOYEE S 500,000 DESCRIPTION OF OPERATIONS balo,n• EL.DISEASE-POLICY LIMIT S 50O,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more spaco is required) CARPENTRY �i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF NORTHAIL1PTON ACCORDANCE WITH THE POLICY PROVISIONS. 30 MARKET ST NORTHAMPTON,MA,01060 AUT7ORRtPRESEM7ATI O 1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25 f2014/01) The ACORD name and l000 are reuistered marks of ACORD ENGINEERING DESIGN §0 NqASSOCIATES , INC . October 1,2019 Megan Stanton 147 Tannery Road Westfield,MA 01085 Reference: Floor Loading Assessment for the Proposed Hair Salon Fit-Out at 30 Market Street Northampton,Massachusetts Ms.Stanton: At your request,our office conducted a visit to the property located at 30 Market Street in Northampton in order to gather the information necessary to perform a loading assessment of the in-place floor and roof framing systems.The site visit was conducted on the 26th of September 2019. The single-story building is a wood framed structure with a footprint of approximately 1,500 square feet.The roof framing consists of 2x10 roof joists spaced at 16-inches on center.The roof joists are supported by the two exterior bearing walls and an internal column line that runs the length of the building.Along this column line, the roof joists bear upon a built-up wood beam consisting of(4)2xl2's.The built-up beams are supported by four steel pipe columns.The floor structure consists 2x12 floor joists spaced at 16-inches on center.As with the roof joists,the joists are supported at the exterior foundation wall and the interior row of(4)columns that align with the columns on the First Floor.These steel columns support a series of 8x12 timbers that support the floor joists.There are supplemental columns and beams within the basement that were added at some point in time. It appears that this additional framing was added to stiffen the floor joist thus allowing for a heaver allowable floor loading. At some point,the third column from the front of the building dropped and subsequently created a pitch in the roof and floor framing.Visually inspecting the column in the basement, the 8x12 timber beam has crushed around the cap plate of the column.In addition,hammer testing the concrete slab revealed a hollow beneath the base of the column.Without selectively demolishing the concrete slab,it is assumed that the underlying soils either settled or were washed away and the column footing failed. The design-check criteria used is be based upon the structural requirements as set forth in Chapter 16 of the 9th Edition of the Commonwealth of Massachusetts State Building Code as well as the structural requirements set forth in the 2015 International Existing Building Code(IEBC).The snow loading for Northampton,taken from Table 1604.11,is a Ground Snow Load(Pg)of 40 psf and a Minimum Flat Roof Snow Load(Pf)of 35 psf. Based on my observation on September 26,2019, and a series of design-check calculations,I have confirmed that the roof and first floor structure can support the loading as required by the Code.I also recommend that timber beam in the basement be shored to remove the load from the failed column.Then a new column with a 12"x'/2"x 8"cap plate can be installed.At the same time,selectively remove the concrete floor slab to expose the sub-grade and base of the column.The void beneath the column should be filled with concrete,thus creating a new footing for the replacement column.During this operation,the timber beam could be jacked up back to a level position. If you have any questions concerning our conclusion,please contact me. Respectfully, \1H OF Mgs�9� ANDREW J. �G PAVLICA,JR. RUCTURAL Engin Design As ociates, c. No. 86 Andrew . avhca,Jr.P �O 9�QISTEP�O NA 11 11 Central Street West Springfield,MA 01089 Phone:413.788.0182 Fax:413.788.0967 Initial Construction Control Document = To be submitted with the building permit application by a 1 o Registered Design Professional s for work per the 9th edition of the Massachusetts State Building Code, 780 CMR, Section 107 s+°V Project Title: Renovations fo the Proposed Salon Fit-out Date: October 16,2019 Property Address: 30 Market Street Northampton, Massachusetts Project: Check (x) one or both as applicable: New construction X Existing Construction Project description: Structural modifications to an existing column that supports the floor and roof framing. 1, Andrew J. Pavlica,Jr. MA Registration Number: 32486 Expiration date: 6/30/2020, am a registered design professional,and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that 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'. �y�rk OF Mgss�o ANDREW J. �G g PAVLICA,JR. ST L N 32486 1 SSJ �� Phone number: 413.788.0132 NAL101612019Email: apavlica@edastructural.com Engineering Design Associa 11 Central Street West Springfieid,iviA 01089 Building Official Use Only Building Official Name: Permit No.: Date: ' Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If'other'is chosen,provide a description. Version 01 01 2018 Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 91h edition of the Massachusetts State Building Code, 780 CMR, Section 107 SYOv Project Title: Renovations fo the Proposed Hair Salon Fit-out Date: 10/16/19 Property Address: 30 Market Street Northampton, Massachusetts Project: Check (x) one or both as applicable: New Construction X Existing Construction Project description: Structural modifications to an existing column that supports the floor and roof framing. I,Andrew J. Pavlica,Jr. P.E., MA Registration Number: 32486 Expiration date: 6/30/20 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project. I, or my designee, have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, 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. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been 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 was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. N Of Mgssgo spa ANDREW J. �G g PAVUCA,JR, rn; STRUCTURAL No.32486 ASO G1 Te FSS/ONAL ENG\ Signature: 10/16/19 Andre J. avlica,Jr., E. 1SER) Phone number: 413.788. Email: apavlica@edastructural.com Engineering Design Associates,Inc. 11 Central Street West Springfield,MA 01089 Building Official Use Only Building Official Name: Permit No.: Date: Version 01 01 2018 Final Construction Control Document Engineering Design Associates, Inc. Structural Civil Engineering Engineering 11 Central Street West Springfield,Massachusetts 01089 Phone (413)788-0182 Fax (413)788-0967 www.edastructural.com EXISTING 8x12 TIMBER EX15TING 2x12 FLOOR BEAM w/ 2x LEDGERS. JOISTS AT 16" o.c. II III NEW 8"x 1/2"x 10" CAP PLATE w/ EXISTING COLUMN CAP PLATE MINIMUM (2) FA5TENMASTER LEDGER-LOK SCREWS. MULTIPLE PLATES MAY BE REQUIRED. i EXISTING STEEL PIPE COLUMN I I ' I ' SAW CUT EXISTING CONCRETE NEW CONCRETE FILL AROUND ' ' SLAB ON GRADE AS REQUIRED. EXISTING FOOTING I I I I I I I I I I ® III ®oo O O ®oo , EXISTING COLUMN w +' FOOTING ;s o 8" 8' �A OF Mqs' o`er ANDREW J. yG PAVLICA,JR. o ST L N 32486 � 1 ss/ NAL 1016/2019 Sketch Title: Date: Released For: October 15, 2019 Construction Renovations for the Exisling Collunn Modifications Drawn By: Checked By: Proposed Hair Salon Fit-out at AJPjr. TKN 30 Market Street Reference Drawings: Sketch No.: Northampton, Massachusetts N/A S. 1 EDA Project No.: Scale: 19-69 1 3/4" = 1'-0"