Loading...
31B-285 100 KING UNIT 1 BP-2023-1298 100 KING ST UNIT 1 COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 31B-285-001 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-2023-1298 PERMISSION IS HEREBY GRANTED TO: Project# EXT STAIRS 2023 Contractor: License: Est. Cost: 9850 ANDREW M KOWAL 014371 Const.Class: Exp.Date: 04/07/2024 Use Group: Owner: 100 KING CONDO TRUST Lot Size (sq.ft.) Zoning: CB Applicant: ANDREW M KOWAL Applicant Address Phone: Insurance 26 SAMPSON RD HUNTINGTON, MA 01050 ISSUED ON: 09/19/2(I23 TO PERFORM THE FOLLOWING WORK: REPAIR TO STAIRS 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:(},K/ 0-5-Z3 g R THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 4 . 1. TAIT Fees Paid: $100.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner BP-2023-1298 100 KING ST UNIT 1 COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 31B-285-001 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-2023-1298 PERMISSION IS HEREBY GRANTED TO: Project# EXT STAIRS 2023 Contractor: License: Est. Cost: 9850 ANDREW M KOWAL 014371 Const.Class: Exp.Date: 04/07/2024. Use Group: Owner: 100 KING CONDO TRUST Lot Size (sq.ft.) Zoning: CB Applicant: ANDREW M KOWAL Applicant Address Phone: Insurance: 26 SAMPSON RD HUNTINGTON, MA 01050 ISSUED ON: 09/19/2023 TO PERFORM THE FOLLOWING WORK: REPAIR TO STAIRS 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: 1 ` �� . • I / Fees Paid: $100.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner • The Commonwealth of Mass hu etts 19 w Office of Public Safety and Insp tionsp Massachusetts State Building Code(78 CMR),,,Przop Building Permit Application for any Building other than a One-or Tiw'd=*blr li / (This Section For Official Use Only) •r '44 0To/o'is Building Permit Number:, 3* M 9° Date Applied: Building Official: SECTION 1:LOCATION /0 9 Si rtieytime4 17,9 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 Repair till Alteration 0 Addition 0 Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 3 No 0 Is an Independent Structural Engineering Peer Rev' w regired7�,� ^ A Ye ❑ No 0 Brief Descripti n of Pro ed,W�rk: S" /L % �f !�J l 1 J P s/mod/` n i.CC�r t ooL i; ifUin a 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) 0 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❑ 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 0 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 0 M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA El IBD HA El IIB 0 IIIAO IIIBO IV VA VB 0 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❑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 0 Yes 0 or No❑ 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 Massachusetts t DEPARTMENT OF BUILDING INSPECTIONS si+ 212 Main Street • Municipal Building Northampton, MA 01060 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 1' SECTION 9: PROPERTY OWNER AUTHORIZATION Name a d Address of Property Owner � k( G C Pit/OD 7-0 US/ /00/0/06'S? /iJrA —him P1oti OL V d Name(Print) No.and Street City/Town Zip Property Owner Contact Information: 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 ownet'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 Hat(//7 � 8z 7 t Company Name evapki/ Hat/,‘-- D/ % 7 ! Name of Person Responsible for Construction License No. and Type if Applicable Street Address City/Town State Zip W3 ct G `PO -3 44 .�3 G '02W3 6 /("Kati/J� S~3 G fi nA-. 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 El No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ � ejt'/) 0 • Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municip factor)=$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$` (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ (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 the best of my knowledg d understan ing. Please mint and i n Till Tele hone No. Date Iraft rip Street Address City/Town State Zip Email Address Municipal Inspector to fill out this section upon application approval: q�q ZZZJ 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 t" Massachusetts , . DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 Si+• �'' 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: /g_Z-1,4i ,q4 G The debris will be transported by: Name of Hauler: }OU,171/ `'/06l/ j," ' Signature of Applicant: ate: / '2-5 The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 0114-2017 www.mass.gor/dia 11 others't'omperisation Insurance Affidavit:Bu1kier...4 OntractorstElectricians/Plumbers. FORE FILED W11111 HE PERNI1111Nt;At l'HOFtITI. Auntie-ant Information Please Print Lei:ibis Name(ausmesi,orwuzation:IndivuluAi'r 6/1/9 f-r oaz,67 Address: P-01", /2 19 City/State/Zip: % qetfe—e: /3 r 3 dr-6,A res Are you an employ er?LtCk tho appropriate but: pe of project(required): 1.0 I am a employ er ith crixi•]us(full endue part-tharet• 7. a New construction Wi am LI sole I:tumulus ur partrumikup and has,:no employees working for rue in Remodelii4,! capacity.(Nu saurkers.comp.unsurance required.] 9! Demolition 3{3 lam a hum doing au work myself[Nu workers"con , ariaurance regained.]' 4.01am a homeowner and will be hiring rrain conduct alL week on nay istoperty.. I will 10 a Building addition rnaurn that aflcr n alswr have wurlicrs'cusugemaincor mutative in am sole I .0 Electrical repairs or additions pm/Meters with nu employees. 12.0 Plumbing repairs or additions tan,a general vormactur and I have lured the sub-euntraelors Waal on the altachead.sheet 13.EIRoof repairs These suls-euntracturs hate employecs and him c workers'ecorip.insuranee.:. 14.1.30thet 6.1:1 Vie an a ecarpefailOrl and ors riffirers have exercised then right of exemption per c. DAL,and as e has,:nu employees.[No workers'etntlr.MALTUDIX reguiredi 'Any appbeant that cheeks boa aI must ate fill rant dar section Feloaa showing their wortera'eonapcmation policy infaxmation Itorneowners who submit this affithriit iftrfotatittg they are thyme all work and dam hue oiitside contractors must sninnit a new affillary it and wa lion such. ICuntructors that cheek this but tram attached an additional sheet show mg the name of the kit,tiMtliraCiar,and iLitv whether or nut tlio,e eritstur huts employees, IJibe 512b-CuntracturN have emplary en3,they must pm,ide their workers'eurrip policy number 1 UM 4111 employer that it providint ovonters'compensation insurance'Or my employees. Below is the policy and job site infOrtinition. Insurance Company Name: Policy#or Self-ins.Lie. Expiration Date: Job Site Address: City/StatZip: Attach a copy of the workers'compensation polky declaration page(showing the policy number and expiration date). Failure to secure coverage as required under NIGL c. 152,*25A is a criminal violation punishable by a tine up to$1,500.00 and:or one-year impnsonment,as well as civil penalties in the form of a STOP WORK ORDER and a line of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Invi.-stigations of the DIA for insurance coverage verification. I do hereby cert under tire'wins mind penal 'es of perjury Mill he infOrniation provided above s true and •orrect. Sienature: 7-2 Date: 47 2- 3 Phone (-7 3 9-e c27 6 Official use wilt. no not write in this urea.to be'completed/ar city or town official. City or Town: Pcrtiiit License 4 Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City-rfovsu Clerk 4.Electrkal Inspector 5.Plumbing Inspector 6.Other ('outset Person: Phone#: „„, From ,1f /9&_11. ri ` 1 O(,,,t/ lQi? //J / 0 ve--- A-777_ To: Jonathan Flagg Building Commissioner City of Northampton 212 Main Street Northampton, MA 01060 The Massachusetts.Building Code, section 107.1 allows for an exclusion from requirements for construction control in certain situations. In accordance with code section 104.10, I request that you grant a modification to waive the requirement for construction control of the project at 4/ 0o Cl/ mac because the work is of a minor nature, will not affect structural elements, health, accessibility, life or fire safety, and will be done in accordance with the prescriptive requirements of the code. Thank you for your consideration. • Respectfully, STQUCTUQAL SUPPM DESIGN SEQVICES 236 S. SHI2 SHIQE 2D. CONGAY, (hfl. 01341 413-522-7771 June 27, 2023 Alan Verson 90 Contz St. Northampton, MA 01060 Re: Fire-escape evaluation: 100 King St.,Northampton,MA Dear Mr. Verson, I was on-site on June 23rd to examine the two fire escapes on the north and west sides of the building located at 100 King St. Both fire escapes were pressure treated wood framed exterior stairways. On the north side,the lower fire escape led from the second floor to grade. Also on the north side,the upper fire escape led from the third floor, to a landing at the second floor level, around the corner on the west side,to a landing at the first floor level, and then discharged at grade. The following regulations apply to fire escape inspections and repairs. Referring to the Massachusetts State Building Code, 8th edition, and the Massachusetts Amendments to the Code: 1001.3.2: Testing and Certification. All fire escapes are required to be examined for"...structural adequacy and safety every five years..." Because the code requires that the structure is inspected once every five years, the evaluation considers if the existing materials are in condition to safely withstand another five years of use. 1 Referring to the International Existing Building Code, Chapter 4, Prescriptive Compliance Method: 401.2.1: Existing Materials: Materials already in use in building in compliance with requirements or approvals in effect at the time of their erection or installation shall be permitted to remain in use unless determined by the building inspector to be unsafe. 401.2.2: New and Replacement Materials. "... Like materials shall be permitted for repairs and alterations,provided that no hazard to life,health, or property is created." The following structural and safety concerns were noted: 1. The 2x 12 stringers supporting the stair treads exhibited lateral swaying as I climbed the stairs. The stringers were adequate for the vertical loading but needed to be stabilized laterally. I have attached a sketch(S 1)depicting my recommendation for stabilizing the stringers. 2. Where the outward stringers attached to the landing header joists, there was a large gap at the connection. I recommend clamping the top of the stringer to close the gap and installing a Simpson HSLQ37 angle with Simpson SDS 1/4"diameter screws by attaching it to the stringer and the header at the top of the landing. 3. In all areas, the top guardrails exhibited lateral movement under a moderate amount of force. The guardrails were supported by the balusters with no posts at corners and transitions. I recommend that you reinforce the top rails by installing 2x8 posts at the corners and at the top and bottom of the stairways. The attached sketch(S2) depicts the 2x8 posts and connections. 4. The top guardrail at the second floor level on the north side exhibits severe cracking. Replace the 2x6 top guardrail. 5. The joist hangers beneath the west side first floor landing exhibited moderate corrosion. They should be replaced. 6. There were no risers in the gaps between the treads. You were informed by the building inspector that you needed to reduce the gap to less than 4 in. (as required by the current building code.) The gap could be reduced by attaching a 2x4 to the underside of the tread below the nosing. 7. There were no handrails along the route of the fire escapes. For commercial buildings, handrails are required on both sides of stairways. Handrails shall be installed 34 in. to 38 in. above the tread nosings. Where not continuous between flights, handrails must extend at least 12 in. beyond the top riser and extend at least one tread depth beyond the bottom riser. Handrails shall return to a post or wall. 2 8. The lumber exhibited green microbial growth in some places on the deck boards and guardrails on the north side. In order to arrest the growth before it starts to rot the lumber, I recommend that you have the wood painted with a good quality deck paint. You expressed some concern about the cantilevered joists supporting the landings. As cited above, existing materials are "grandfather in"unless deemed unsafe by the building official. My opinion is that the landings were solid and safe to use without any reinforcing or additional support. I am concerned about the third floor balcony joists (west side.) I will address the third floor balcony in another letter. Once the recommended repairs are completed, contact me for a re-inspection of the fire escapes. Call me if you have any questions or need further assistance. Thanks, Sincerely, /-2;---;47 4:stk OF Michael Rainville,P.E. i it MICH 1E Structural Support&Design Services ( re% 236 S. Shirkshire Rd. 4'., 9,e +Ifr fa AO Conway, MA 01341 �F.°t • 0i6 +v w 3 EXIST, HEADER JOIST AT LANDING _ l 1i 101 (1) SIMPSON SD10112 SCREW, TYP, I /N (1) #8-32 H.D. GALV, SCREW W/ NUT & WASHER, TYP, SIMPSON MST60 STRAP TIE, TYR \/ 11 o UNDERSIDE OF EXIST, STRINGER NOTE: DRILL i' 0 PILOT HOLES FOR N V ALL #10 SCREWS, Mq� ImI, /4,5 M,ICHAEL � ' RA gictt �'' • S STRI\GER REINFI CEMENT � Yo.45&Ea , 9 a 2 V— AL ElkCI\� r Structural Su. PROJECT: LOCATION: DRAWING TITLE: FIRE ESCAPE 100 KING ST, STRINGER I Design ervices REPAIRS NORTHAMPTON, MA REINFORCING S 1 236 S.Shirkshire Rd. Conway, MA 01341 413-522-7771 NOTES; 1, INSTALL 2x8 POSTS AT ALL CORNERS (6) SIMPSON AND AT TRANSITIONS AT TOP AND SDS25300 SCREWS, BOTTOM OF STAIRS, TYP. AT CORNERS, EXIST, 2x6 TOP 2, REMOVE BALUSTERS AS NECESSARY, RAIL 3, DRILL a' 0 PILOT HOLES WHERE 3 SCREWS ARE WITHIN 6' OF THE END S2 H P 2x8 OF THE BOARD, & WHERE SPLITTING IS POST LIKELY TO OCCUR. i RI, 2x8 i EXIST. 1x6 SIDE RAIL POST (3) SIMPSON P,T, 2x8 POST SDS25300 P.T. 2x8 ---___,...( SCREWS, TYP. POST ) I • • �•• P,T, 2x8 IN. `POST --• • Ti "J — '-- :7.7- <I) N (6) SIMPSON EXIST. SDS25300 2x8 RIM SCREWS, TYP. JOIST EXSTRINGER ' \ �P„,ttt OF M4SQ EXIST. BALUSTER111111111. - 'N 1J . S RA►NVIOi._ EXIST. 2x8 RIM JOIST U 45f683 ,m, �4,.6. • :Y-'!�`` 1 GUARDRAIL REINFORCING PESTS "' At i��' S2 2• _ 1,-0' i ' EXIST. 2x8 RIM EXIST. 4 EXIST. 2x6 JOIST BALUSTERS i SIDE RAIL P,T, 2x8 P.T. 2x8 POST II POST " k ---- ■_.4 1•6 .w_,�__�__ _ _KA. P,T, 2x8 P,T, 2x8 (6) SIMPSON (6) SIMPSON (3) SIMPSON POST EXIST, POST SDS25300 SDS25300 SDS25300 BALUSTERS SCREWS, TYP, SCREWS AT SCREWS ON CORNERS, TYP, EA. SIDE OF JOINT, TYP, 0 SECTI=N 0 SECTION 2' = 1'-0' 2. _ 1,_0, i ;Structural Support PROJECT: LOCATION; DRAWING TITLE: I . & FIRE ESCAPE 100 KING ST. GUARDRAIL SP esign Services REPAIRS NORTHAMPTON, MA REINFORCING 236 S. Shirkshire Rd. Conway, MA 01341 413-522-7771